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1551 OCEAN BLVD - ARCH DRAWINGSPorches & Balconies 1. COLUMNS SEALANT NOTES L Wood posts shall be 4x4, 6x6, or 8x8 (see Drawings) and shall be #1 Common 1551 grade pressure -treated pine or better. All post trim shall be equal to or better 1• than post material. 12. 2. Post corners shall be chanifered unless noted otherwise. Begin chamfer 1 post Title Sheet & Specifications width above porch floor if there is no rail or 1/4 post width above rail unless 2• note otherwise. End chamfer 1 /2 post width below bed d 1 in if there is no capital p P 10. or 1/2 post width below capital unless noted otherwise. Chamfers shall be 3/4" 3 for 4x4 posts, 1" for 6x6 posts, and 1-1/4" for 8x8 posts. Begin and end ' chamfers with a flat raper equal to the depth of the chamfer unless noted 3• otherwise. Caulking or sealant should be applied in accordance with spec data sheets and 3. Turned posts may be #1 Common grade pressure -treated pine or better, or 4• may be Perma-Cast. 14. 4. Classical columns (round or square) may be smooth cedar, redwood, Unless otherwise noted, project site considerations shall be the responsibility of the owner p j ' Perma-Cast, or limestone. 9 5. Exterior structural wood column bases for boxed columns shall be raised above 5• porch floor 5 BEAMS 6. 1. Wood beams shall be #1 Common grade pressure -treated pine or better. 7. .,. Beams supporting . orcin shall be limestone or reinforced e r unfarc d concrete. 3. Metal beams shall be Trot -dipped galvanized steel. Attachments & Site`vork 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.) 3. Chimneys shall be brick or stucco on 4" minimum masonry. 8. 4. 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 9. European Copper metal chimney pots by Jack Arnold. 5. Provide additional house ventilation as required in central air duct w/motorized 10. fan switched at fireplace. Switch shall have a notification p ific i n light in switch panel 11. Massing & Walls CONCRETE MASONRY UNITS All structural information shown is for reference purposes only. A local licensed 1. structural engineer shall design to actual site conditions & design all structural SEALANT NOTES elements such as footings, foundation walls & slabs. 1551 All masonry shall be laid plumb, true and square w/filled joints. All walls shall be 2. adequately braced until securely tied to the structure. No work shall be done 12. subject to freezing g conditions. All exposed work shall be brush -cleaned to be Title Sheet & Specifications 1. Use materials appropriate to the application for maximum life and optimum All masonry work below finish grade shall be filled with grout. This includes all 10. cores, cavities & other spaces. 3 appearance. All joints should be sound, clean, dry & free of contaminants. 4. has been disturbed before mortar has set shall be completely removed & re-laid. 5• Protect masonry work from moisture and temperature changes at the end of Caulking or sealant should be applied in accordance with spec data sheets and each day's work. 13. Concrete masonry units shall be sound, dry, clean & free from cracks. CMUs 14. manufacturer's specific recommendations. Colors shall be selected by Unless otherwise noted, project site considerations shall be the responsibility of the owner p j ' bond using frill & half -blocks unless noted otherwise. Saw -cut blocks if 9 non -modular dimensions are required. homeowner from manufacturer's standard colors. Caulking or sealant shall be CMU bearing walls shall be minimum 8" thick, & shall be reinforced 5 w/truss-type reinforcing every other course. 11. installed so that finish surface is smooth, even & regular. 6 Sc rebar. Reinforce CMUs a� filling L corners by in all such cores from footing to 12. 2. Caulking shall be installed at interior dry joints between dissimilar materials as gearing or other concentrated loads by filling all such cores from footing to top )f wall w/grout & rebar at each core. Reinforce 1 CMU core under each end of 3. required. 1. it each core. Reinforce all openings in CMU walls larger than 12" in any 1. 3. Sealant shall be installed at exterior or damp, interior joints between dissimilar r ppening. Reinforcing bars shall be ASTM A-615 Grade 60 or better, refer to 3' �ii neerinn Extend ]rook bars of same size as vertical reinforcing = � g• g into footing & 4' materials as required. Prime all substrates w/primer as recommended by 2; :ontinuous (R, top of all CMU retaining walls & above all door & window npernings. manufacturer of sealant. Apply sealant from the bottom up. Apply sealant when 3 The contra icor shall verify all conditions and dimensions at the job site prior to etaining walls. Backfill after first floor is set. 1 joint is approximately half-waybetween design extremes. Use flexible open -cell commencing work. •ompletely filled as the masonry units are laid. 17. .rout shall be freshly mixed of fluid consistency and uniformly mixed. Fill cells polyurethane foam backer rods at all butt joints to create a sealant joint no ��,,, 4 2. /erify masonry wall reinforcement & turn up equal quantity & sizes of rebar out The contractor shall supply, locate, and build into the work all inserts, anchors, angles, thicker than 1/2 the width of the joint, but in no cases thinner than 1/8" or 3. i-onn wall into footing. 4• 'rovide anchor bolts it all reinforced CMU cores as noted above, or if thicker than 3/8". Lap joint depth shall be no greater than 1/2 the width of the oundation is concrete, provide anchor bolts 48" OC maximum & at all corners 5. edges of openings for connection of frainning to concrete or masonry work. 2 joint. Cabinets & Furniture 5. applicable codes. Outlet shall be weatherproof GFCI if unit is exposed to 3 weather. MILLWORK Obtain name plate rating of all equipmei.t before roughing in & provide wiring of proper size, voltage & ampacity. Provide fused or non-fused disconnect 4' swi.:ch as required. 6. Provide pane boards of proper voltage & ampacity for all electrical circuits. More 5• 1. Do not scale drawings. Use only dimensions shown on drawings. If dimensions minimum of 13 spare circuits. soils report shall be followed unless more stringent requirement are specified in these Verify service requirements with local power company including transformer should be reported to the Architect as soon as possib 1 1 le for resolution. are in question, the builder shall be responsible for obtaining clarification before 7 other details of electrical construction. Size all feeders according to NEC requirements. continuing with construction. Builder shall verify all dimensions & conditions at Run all cable concealed in walls, ceilings or floors unless noted otherwise. Support all fixtures. & other items rigidly from structure of bui:ding. s Square Footage jobsite. standard receptacles beyond it if there is at least one GFCI receptacle in a room 4 2. Field -verify all dimensions before beginning millwork fabrication. Verify all Inhsulate & seal solidly behind receptacles in exterior walls. Kitchen equipment service may not be shown ort plan. Verify whether kitchen equipment sizes w/honneowner before ordering cabinets. Provide circuits sized as required for load. 2• 3. All cabinet dimensions shown on floor plans or elevations are to primary surface 8 4. No alarm sys enhs are shown. Verify alarm requirements with homeowner & of cabinet. Countertops typically overhang these dimensions & kickspaces 9. Telephone outlets may not be shown. Verify telephone requirements with 6. homeowner 8, install as required. underhang them. Computer outlets may not be shown. Verify computer network requirements 2nd floor 1,760 sq ft with homeowner & install as required. 4. Provide pre -finished closures, trim or moldings as required to fit walls or furrings. homeowner & install as required. Laws subject to the prescribed penalties. 5. Builder shall provide adequate wood blocking in walls to secure millwork, 10. 10. insulation. Insulation shall be of self-sealing type or shall be taped closed � shelves, fixtures, mirrors, grab bars & toilet accessories as required to walls. Local Ordinances: Atlantic Beach, Fl w/foil-faced tape. 1st floor Front Porch 275 sq ft 6. See Finish Schedule for wall, base, floor & other finishes. 11. 1st floor Rear Porch 343 sq tt 7. All materials shall be moisture -resistant in countertops w/sinks, lavatories or 2nd floor Upper Balcony 275 sq ft 2017 Florida Plumbing Code Residential from dirt, gravel & other debris which might cause blockages or flow restrictions. other plumbing. Plywood to be covered w/plastic laminate shall be Electrical Code: 2014 National Llectrical Code Center all fixtures in space allocated unless noted otherwise.1 Ceilings & Attics cabinet -grade AA fir plywood. All totally concealed wood framing shall be #2 It is the builder's responsibility to assure that all manufactured articles, material, 'installed, Lead solder is not allowed. southern yellow pine. Closely coordinate work with all other trades. Maintain ceiling heights & pipe 8. Sections and details shown Wray not cover all cabinet conditions, but are CEILING, ATTIC & Rc,OF FRAMING herein specified to the contrary. Builder shall follow all instructions to sustain All valves, cieanouts & control devices shall be accessible for operation & intended instead to indicate the general design and character of the cabinets. In and preserve all expressed or implied warranties and guarantees. maintenance through access doors or panels manufactured for such purposes. _, a cases where no detail is shown, use most similar condition detailed and modify I, Soil & vent stacks shall have cleanouts as indicated on Drawings and/or as I. All structural members shall be sized to cavy all inaposv00,)ads by a structural for cabinet elevation shown. required by applicable codes for proper maintenance. engineer or other individual acceptable to state & local authwjr,L*s. structural members, veneer, roofing, etc. Names of materials & manufacturers Coordinate placement of all drains with flooring subcontractor. 2. shown on these Plans do not represent any endorsement or recommendation by All pressure -,- } re piling located in inaccessible areas such as under slabs shall be - c v 2• All framing &blocking lumber shall he kiln -dried to a moisture comteut of 1)/o 3. Sherrod Drawings. continuous copper tubing without joints. or better. 5. 4. Coordinate with electrician concerning items requiring electrical service such as 3. All wood in contact w/concrete, earth, urasonry• or in ,t moist location shall be and/or builder, including, but not limited to proper installation of materials, 5. pressure -preservative -treated with a water -borne preser�, civ • applied 1 p } � 1 } ]red by vacuum nailing, gluing, caulking, g, g g> g> insulating, flashing, roofing, weatherproofing &many 6. process in closed cylinder & shall be kilo -dried after trc!�tmg. _-4 other small items & details not necessarily indicated on the Plans over which Provide expansion valves & pressure relief valves & drain lines from water 4• Wood blocking shall be solid & shall match the depth of tike primary h aliling Massing & Walls CONCRETE MASONRY UNITS All structural information shown is for reference purposes only. A local licensed 1. structural engineer shall design to actual site conditions & design all structural 8. elements such as footings, foundation walls & slabs. 1551 All masonry shall be laid plumb, true and square w/filled joints. All walls shall be 2. adequately braced until securely tied to the structure. No work shall be done Building Classification: Residential subject to freezing g conditions. All exposed work shall be brush -cleaned to be Title Sheet & Specifications free of surface mortar. Building Type: Type V Construction All masonry work below finish grade shall be filled with grout. This includes all 10. cores, cavities & other spaces. 3 Newly laid masonry shall not be disturbed in any nnanner. Any section which 4. has been disturbed before mortar has set shall be completely removed & re-laid. 5• Protect masonry work from moisture and temperature changes at the end of 6. each day's work. 13. Concrete masonry units shall be sound, dry, clean & free from cracks. CMUs 14. shall be Grade A units conforming to ASTM C-90. CMUs shall be laid running Unless otherwise noted, project site considerations shall be the responsibility of the owner p j ' bond using frill & half -blocks unless noted otherwise. Saw -cut blocks if 9 non -modular dimensions are required. t0 CMU bearing walls shall be minimum 8" thick, & shall be reinforced 5 w/truss-type reinforcing every other course. 11. -einforce CMUs vertically by filling cores from footing to top of wall w/grout 6 Sc rebar. Reinforce CMUs a� filling L corners by in all such cores from footing to 12. :op of wall w/ grout & rebar. Reinforce CMUs within 16" of beam or girder 2. gearing or other concentrated loads by filling all such cores from footing to top )f wall w/grout & rebar at each core. Reinforce 1 CMU core under each end of 3. pond bearers by filling all such cores from footing to top of wall w/grout & rebar T Tile contractor is responsible for the means and methods of _ onstruc•tion. It is the it each core. Reinforce all openings in CMU walls larger than 12" in any 1. lirection w/rebar at all sides of the opening. Extend bars 24" past corners of 2- ppening. Reinforcing bars shall be ASTM A-615 Grade 60 or better, refer to 3' �ii neerinn Extend ]rook bars of same size as vertical reinforcing = � g• g into footing & 4' ap vertical reinforcing 24" minimum. Install bond beam course w/I #5 :ontinuous (R, top of all CMU retaining walls & above all door & window npernings. 15. �onsult with the structural engineer if CMU walls will be required to act as The contra icor shall verify all conditions and dimensions at the job site prior to etaining walls. Backfill after first floor is set. 1 vlortar shall be freshly prepared and uniformly mixed. All mortar joints shall be commencing work. •ompletely filled as the masonry units are laid. 17. .rout shall be freshly mixed of fluid consistency and uniformly mixed. Fill cells 18. of masonry in vertical reinforcing in lifts not to exceed 48". 2. /erify masonry wall reinforcement & turn up equal quantity & sizes of rebar out The contractor shall supply, locate, and build into the work all inserts, anchors, angles, of footing at locations for wall reinforcement so that reinforcement is continuous 3. i-onn wall into footing. 4• 'rovide anchor bolts it all reinforced CMU cores as noted above, or if 1. oundation is concrete, provide anchor bolts 48" OC maximum & at all corners 5. edges of openings for connection of frainning to concrete or masonry work. 2 WALL FRAMING k11 structural members shall be sized to carry all imposed loads by structural 1. ;rhgimeer. Wall framing c' i, locking shall be white pine, spruce, or fir, stud grade or better. kll g & bkNking lumber shall be kiln -dried to a moisture content of 19% pr better. 2' kll wood in contact w/concrete, earth, masonry, or in a moist location shall be iressure-preservative-treated with a water -borne preservative applied by vacuum 3 urocess in closed cylinder & shall be kiln -dried after treating. Wood blocking shall be solid & shall match the depth of the primary framing nennbers. Provide blocking in wall to secure mounted millwork shelves, fixtures, mirrors, toilet accessories & other items requiring a permanent ttachment to the wall. nterior 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 anheated areas shall be 2x4 studs unless noted otherwise, see drawings. 4' leaders shall be sized by structural engineer to meet all local live & dead load ee1 uirements. Install minimum m m 2x4 liner under each end of all headers. Install 5 x6 over top plate of wall in walls paral'.el to framing above for sheetrock locking. Install minimum 3 studs @ beam bearing points unless noted ,therwise. 'sxterior Wall sheathing shall be minimum 1/2" CDX plywood sheathing. Ixterior Wall sheathing shall be wrapped in 30 lb. felt or equal. Install as per 6. ianufacturer's recommendations, making sure to achieve atm airtight seal at the dges of the wrap & at all interior joints. ,xterior Wall sheathing maybe substituted for Zip wall system or equal, at ,rchitect's discretion. ,xterior structural hardware/connectors- shall be Stainless steel- high grade for >ng term exposure to ocean front elements, see engineering for project specific onnectors & fasteners FINISHES 1. e sten 8. Wallboard & ceiling board shall be screw -attached 5/8" fire -rated gypsum board 1551 •onfornning to ASTM c36-64. Use of this material in lieu of standard 1/2" 9 „ psunn board will result in a stiffer, straighter, smoother wall at slightly elevated Building Classification: Residential ost. All details used in these drawings are based on 5/8" gypsum board. Title Sheet & Specifications allboard @ the shall be equal to Georgia-Pacific Dens -Shield tile backer board. Building Type: Type V Construction Wallboard (d, damp areas shall be equal to screw -attached 5/8" moisture resistant 10. psunrn board @ all areas exposed to high humidity levels such as bathrooms. 11. heetrock accessories shall be equal to USG. All exposed corners and gypsum 12. oard edges shall have appropriate metal accessories. Sheetrock joint treatment 5• nnaterials shall conform to ASTM c476-64. Tape all joints & apply 3 coats of 6. oint compound. Sand between coats and after the final finish coat. 13. ile showers shall be constructed to at least the following minimum standard: 14. all tile shall be installed over Georgia-Pacific Dens -Shield tile backer board or Unless otherwise noted, project site considerations shall be the responsibility of the owner p j ' qual and shall be installed to an elevation of 72" or higher as required to 9 roduce full (uncut) tile throughout the height of the wall. The floor shall be t0 repared by grouting to slope to drain over a waterproof membrane. Floor tile Second Level Floor Plan hall be laid according to Owner or Architect. Small bullnose trim shall be used 11. t all edges. Cove trim shall be used at all interior corners, unless otherwise 1. oted. 12. emove all rust, grease & erection marks from surfaces to be painted. Fill and 2. and all woodwork with an appropriate filler before beginning work. Filler coats hall be applied after the printing coats are dry on surfaces scheduled for painting 3. r enameling. Filler shall be tinted to match woodwork on all stained or T Tile contractor is responsible for the means and methods of _ onstruc•tion. It is the natural -finish surfaces. All knots, pitch pockets & sap streaks shall be shellacked 4. before paint is applied. All finished surfaces shall be left smooth, even & free contractor's sole responsibility to determine the procedure, sequence, and temporary fi-om defects. Brushwork shall show even coatings free from brushtniarks. Do not Exterior Elevations roll -apply paint on triniwork or other wood. Trim shall be brush -applied 14. rep surfaces or until undercoat is dry. I Y. �o paint shall be applied to wet or damp, ovashall be complete so that no primer or substrate may be seen through e finish coat(s). 15. D enB 1. e sten I All finish work shall be executed by qualified subcontractors, and shall be filled, 1551 sanded sero th and ready for finishes. Trim materials should be tempered to Ocean Blvd. Building Classification: Residential Plan Notes ELEVATION NOTES • es*1dence, Atlantic Beach, FI Do not scale Drawings. Use only dimensions shown on drawings. If dimensions 1. 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 uilding for at least 48" outside building perimeter. Builder shall 2. establish fin 'I, floor elevation in consultation with homeowner. Builder shall take into account design intent, including nurmber of steps, water table nn: sornry, 3. etc. Builder shall also assure that there is adequate clearance between finish grade & any wcod construction. See details fo. exterior materials not shown here. 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. French drain • in the ground below eaves can carry water successfully away from the house. I ' gutters & downspouts are used, locate to allow drainage to flow away from house, adjacent structures & property line. Locate downspouts in 6. non -visually -offensive loc-itions 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. 7. All columns shown shall be Architectural Grade. This grade includes correctly -proportioned base & capital details & proper entasis (taper). 8. Shutters shall be sized ize to match actual window openings. s g Mount with hinges hold in place with shutter dogs located at bottom rail as shown. 9. SIDING NOTES 10 Exterior shingle siding shall be Hardy siding. Brick shall be Artisan. All. exposed CMU shall be Stucco finished. Stucco finish shall be smooth sand. All siding sha a be installed as per Manufacturer's instructions. Mech. Elec. & Plumbing Systems Project Information Index MECHANICAL NOTES 1. TRIMWORK NOTES I All finish work shall be executed by qualified subcontractors, and shall be filled, 2 sanded sero th and ready for finishes. Trim materials should be tempered to 3 ambient project conditions. All finish lumber, trim, moldings & millwork shall Building Classification: Residential have a moisture content of 12% or better. Title Sheet & Specifications Exterior fasc.a shall be Azek or backprinred solid wood, & screwed @ corners Building Type: Type V Construction (see Drawviu • for widths). Finger joint material is NOT allowed. 4' Exterior soffits shall be exposed 2x6. Exterior cornerboards & casing shall be Azek or backprinred 2x solid wood (see Existing, Demo &New Site Plan Drawings for widths). Finger joint material is NOT allowed 5• Interior trim ork shall be shapes selected by Owner. 6. Furnish all ductwork, control wiring, piping, fittings, accessories, etc. for 7. 8. ELEC i RICAL PLAN NOTES Unless otherwise noted, project site considerations shall be the responsibility of the owner p j ' A2.1 9 Do not scale Drawings. Use only dimensions shown on drawings. If dimensions t0 are in questi pre, the electrician shall be responsible for obtaining clarification Second Level Floor Plan before continuing with construction. Builder shall verify all dimensions & 11. conditions a t lobsite. Roof Plan Drawings are diagrammatic only. Furnish all conduit, wiring, panels, breakers, 12. disconnects, ccessones, etc. for complete installation whether or not every itenh Detached Garage Plans is shown or s pecified. These drawings are intended as general guidelines for purposes of establishing 13. certain minimum criteria, & do not necessarily represent the final layout, T Tile contractor is responsible for the means and methods of _ onstruc•tion. It is the arrangement, size, brand name, capacity or other characteristic of the engineered Exterior Elevations system. System shall be designed in accordance with all applicable codes, contractor's sole responsibility to determine the procedure, sequence, and temporary standards & r ui q rennents of local utility officials. Deviations from the concepts Exterior Elevations shown ore tin �se Drawings should be supported by design calculations. Design 14. engineer sha 1 prepare calculations for loading & equipment sizing, accessory arrangement, etc., and shall prepare final drawings accordingly. Install GPCI outlets as required by applicable codes. These areas include 15. receptacles is a bathroom, kitchenette, or other area where running water is The contra icor shall verify all conditions and dimensions at the job site prior to present or areas exposed to the weather. 1. 16. Install hardwired smoke detectors with battery backup on all floors. Interconnect commencing work. detectors so that all will sound should one detector activate. Verify number of 17. smoke detec.ors required & locations w/homeowner & code requirements. 18. Detectors shall be installed in all sleeping areas just outside bedrooms as a niinimunn. The contractor shall supply, locate, and build into the work all inserts, anchors, angles, Some equipn lent shown on other plans may require electrical service, such as First Level Electrical Plan water heater;, condensing units, air -handling units, condensate pumps, etc. plates, openings, sleeves, hangers, slab depressions, or other components as rind be } g p "•' 1 Y Electrician shall include electrical service to all such equipment. Coordinate with 1. other trades concerning items requiring electrical service. Coordinate service & required to attach and accommodate other work. anrpacity required. Provide one duplex outlet & one light if unit is in non -lit 2 area for every condensing unit & every air -handling unit as required by applicable codes. Outlet shall be weatherproof GFCI if unit is exposed to 3 weather. It is die owner's s and/or contractor's clot s res onsibiit to obtain a soils Y report. The Obtain name plate rating of all equipmei.t before roughing in & provide wiring of proper size, voltage & ampacity. Provide fused or non-fused disconnect 4' swi.:ch as required. Provide pane boards of proper voltage & ampacity for all electrical circuits. More 5• than one pan.-] may be required due to number of circuits required. Provide a 6 - minimum of 13 spare circuits. soils report shall be followed unless more stringent requirement are specified in these Verify service requirements with local power company including transformer should be reported to the Architect as soon as possib 1 1 le for resolution. locations & types, disconnects at exterior of building, voltages, annpacities & Plans. i other details of electrical construction. Size all feeders according to NEC requirements. 1 Run all cable concealed in walls, ceilings or floors unless noted otherwise. Support all fixtures. & other items rigidly from structure of bui:ding. s Square Footage 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 4 and if they can all be on the same circuit. GENERAL CONDITIONS Inhsulate & seal solidly behind receptacles in exterior walls. Kitchen equipment service may not be shown ort plan. Verify whether equipmentshould be }hardwired or requires ant outlet & connect as required. Provide circuits sized as required for load. 2• System shall be designed in accordance with all applicable codes, standards &" 3. AUXILIARY SYSTEMS 4. No alarm sys enhs are shown. Verify alarm requirements with homeowner & install "Simph Safe wireless" as required. 5. Telephone outlets may not be shown. Verify telephone requirements with 6. homeowner 8, install as required. 7. Computer outlets may not be shown. Verify computer network requirements 2nd floor 1,760 sq ft with homeowner & install as required. 8. Cable TV outlets may not be shown. Verify cable TV requirements with homeowner & install as required. Laws subject to the prescribed penalties. Insulate all domestic water supply lines in uninsulated spaces w/tubular foam 9. 2• 10. Mech. Elec. & Plumbing Systems Project Information Index MECHANICAL NOTES I I �' I 'i, I 5� 1. 1., DESIGN CRITERIA: 1. System shall be designed in accordance with all applicable codes, standards & Building Classification: Residential AO.1 Title Sheet & Specifications requirements of local utility officials. Design engineer shall prepare calculations Building Type: Type V Construction for equipment sizing, duct sizing, accessory arrangement, etc., and shall prepare ALL Existing, Demo &New Site Plan final drawings accordingly. A1.2 Site Plan Area Calculations Furnish all ductwork, control wiring, piping, fittings, accessories, etc. for complete installation. Unless otherwise noted, project site considerations shall be the responsibility of the owner p j ' A2.1 First Level Floor Plan Insulate all heating or condenser water lines in uniusulated spaces w -/tubular and/or contractor. Examples of such items include, but shall not be limited to, P A2.2 Second Level Floor Plan foam insulation. Insulation shall be of self-sealing type or shall be taped closed determination of grade elevations, drainage features, and special requirements associated A2 3 Roof Plan w/foil-faced tape. ,,with FEMA flood hazard and/or DEP zones. A2.4 Detached Garage Plans Closely coordinate work with all other trades. Maintain ceiling heights & duct spaces provided. T Tile contractor is responsible for the means and methods of _ onstruc•tion. It is the A3.1 Exterior Elevations All valves, dampers & other control devices shall be accessible for operation & contractor's sole responsibility to determine the procedure, sequence, and temporary A3.2 Exterior Elevations maintenance through accessible ceilings or through access doors or panels bracing as to insure tine safety of the building and its component parts during construction. manufactured for such purposes. A3.3 Building Sections All Waits above ceiling shall have auxiliary drain pans installed below entire unit. The contra icor shall verify all conditions and dimensions at the job site prior to Route internal &auxiliary drain lines down to floor drain or utility sink in commencing work. A9.1 Wall Sections utility room or other non-public areas where overflow would be noticed by homeowner. The contractor shall supply, locate, and build into the work all inserts, anchors, angles, E2.1 First Level Electrical Plan Provide fresh air duct to each air -handling writ as per applicable codes. Fresh air plates, openings, sleeves, hangers, slab depressions, or other components as rind be } g p "•' 1 Y }.:2.2 Second Level Electrical Plan duct shall extend from intake blower at exterior to return air side of ductwork. required to attach and accommodate other work. Provide pressure regulators for all gas equipment as required for proper operation. Verify gas pressure at leter to determine necessity of regulators. . It is die owner's s and/or contractor's clot s res onsibiit to obtain a soils Y report. The Coordinate with electrician concerning items requiring electrical service such as Engineer shall be notified if soil conditions encountered diff,,r from the noted condensing units, air -handling units, condensate pumps, motorized dampers, etc. assumptions. All requirements for site preparation and soil couaac tion specified ill the These drawings may not correlate to ally in -field modifications, any discrepancies or Coordinate service & anipacity required. soils report shall be followed unless more stringent requirement are specified in these questions q should be reported to the Architect as soon as possib 1 1 le for resolution. The Builder shall test pressure -reducing valves, T&P relief valves & other safety Plans. i devices prior to the operation of system. The Builder shall test and balance all systems prior to completion of the work. s Square Footage 4 GENERAL CONDITIONS PLUMBING 1. These Plans are the property of Michael L. Sherrod / Sherrod Drawings. These System shall be designed in accordance with all applicable codes, standards &" heated /Cooled 3,436 sq ft Plans are protected by Federal Copyright Laws. Any use of the information requirements of local utility officials. Design engineer shall prepare calculations contained herein beyond the use authorized by Sherrod Drawings, or any for pipe & equipment sizing, accessory arrangement, etc., and shall prepare final 1st floor 1.676 sq ft duplication, publication, sale or distribution of any part of these Plans without drawings accordingly. 2nd floor 1,760 sq ft the prior written consent of Sherrod Drawings. represents a violation of Federal - Fumish all piping, fittings, accessories, etc. for complete installation. Laws subject to the prescribed penalties. Insulate all domestic water supply lines in uninsulated spaces w/tubular foam Garage 570 sq ft 2• All work is to be in accordance with the latest codes: insulation. Insulation shall be of self-sealing type or shall be taped closed � Local Ordinances: Atlantic Beach, Fl w/foil-faced tape. 1st floor Front Porch 275 sq ft Building Code: 2017 Florida Building Code Residential 6th edition Cleanouts shall extend to surfaces or shall be provided w/access doors or similar 1st floor Rear Porch 343 sq tt 2017 Florida Mechanical Code Residential devices. Cap all pipe to be left open overnight & protect pipe during installation 2nd floor Upper Balcony 275 sq ft 2017 Florida Plumbing Code Residential from dirt, gravel & other debris which might cause blockages or flow restrictions. Electrical Code: 2014 National Llectrical Code Center all fixtures in space allocated unless noted otherwise.1 Ceilings & Attics 3. It is the builder's responsibility to assure that all manufactured articles, material, 'installed, Lead solder is not allowed. and equipment are applied.connected, erected, used, cleaned, Closely coordinate work with all other trades. Maintain ceiling heights & pipe adjusted, operated and conditioned as directed by the manufacturers, unless spaces provided. CEILING, ATTIC & Rc,OF FRAMING herein specified to the contrary. Builder shall follow all instructions to sustain All valves, cieanouts & control devices shall be accessible for operation & and preserve all expressed or implied warranties and guarantees. maintenance through access doors or panels manufactured for such purposes. _, a 4. It is the builder's responsibility to check all plan dimensions & details for overall Soil & vent stacks shall have cleanouts as indicated on Drawings and/or as I. All structural members shall be sized to cavy all inaposv00,)ads by a structural accuracy appropriate to the site & final selection of masonry, floor joists, lumber, required by applicable codes for proper maintenance. engineer or other individual acceptable to state & local authwjr,L*s. structural members, veneer, roofing, etc. Names of materials & manufacturers Coordinate placement of all drains with flooring subcontractor. Ceiling & roof framing & blocking shall be #2 KD southern wllow pine. shown on these Plans do not represent any endorsement or recommendation by All pressure -,- } re piling located in inaccessible areas such as under slabs shall be - c v 2• All framing &blocking lumber shall he kiln -dried to a moisture comteut of 1)/o Sherrod Drawings. continuous copper tubing without joints. or better. 5. Filial selections of materials to be used are the responAbility of the homeowner Coordinate with electrician concerning items requiring electrical service such as 3. All wood in contact w/concrete, earth, urasonry• or in ,t moist location shall be and/or builder, including, but not limited to proper installation of materials, water coolers, sensor flush valves & water heaters. Coordinate service & pressure -preservative -treated with a water -borne preser�, civ • applied 1 p } � 1 } ]red by vacuum nailing, gluing, caulking, g, g g> g> insulating, flashing, roofing, weatherproofing &many anrpacity required. process in closed cylinder & shall be kilo -dried after trc!�tmg. other small items & details not necessarily indicated on the Plans over which Provide expansion valves & pressure relief valves & drain lines from water 4• Wood blocking shall be solid & shall match the depth of tike primary h aliling Sherrod Drawings. has no control or responsibility. heaters. Route dna' drain lines down to floor drain or utility sink in utility room or members. � 6. These ,fans provide ideas & concepts &are not intended to be complete in all } } p , other non- ublic areas where overflow• would be noticed n Iced by honneowner. If line 5. Roof trusses shall be designed, fabricated & erected in11cordalicerespects g w/the & details o1p } f weatherproofing. Use of a potential variety of window or is run to exterior, extend line concealed in walls to within 13" of finish grade & "Design Specification for light Metal Plate Connection Ropf "Trusses" of the door brands & types & use of different materials & thicknesses can change terminate with 90' elbow- pointed down. 6. Truss Plate Institute. Truss manufacturer shall provide engineering design & details. Additionally, varying codes & regulations, foundation requirements & Provide pressure reducing valve as required for proper operation of the system. shop drawings which ar the seal of a registered engineer in the state in which electrical & mechanical plans can also change details. Verify water pressure at nieter to determine necessity of reducing valve. work is to be pe cued. Shop drawings shall indicate the species, sizes & stress 7• It is the builder's responsibility to assure that all work is in strict accordance with Seal to wall, floor or countertop around all fixtures with tub & the sealant to 1 grades of lumber, metal connector plate sizes & types & bearing & anchorage 1 Yl !, g the latest edition of all applicable National State and Local pP , 1 Building Codes. It is match color of fixture unless noted oth,-rwise. details. Truss manufacturer shall submit supporting design documents which the builder's responsibility to assure that all work is in strict accordance with the Install shower heads 80" OC AFF @ wallp enetration unless directed otherwise indicate loading, section modulus, assumed allowable stress, stress did ras, diagrams. latest edition of all applicable Construction Standards. b homeowner. y ne Wer. .,� p , calculations &any other required supporting iuformati' u. which is for file 8. -. Nantes of materials & manufacturers shown on these Plans do not represent any Drains in walls or ceilings shall be cast iron. purposes only as the Architect shall not be responsible for d -king calculations. endorsement or recommendation by Sherrod Drawings. Final selections of Plumbing shall be PEX or similar, with recirculating hot water. 7. Any hip or valley rafter over 28' long shall be Lanninated Ven ,r Lumber. materials to be used are the responsibility of the homeowner and/or builder, 8. Roof sheathing shall be 5/8" Exposure 1 tongue & groove lyw-ood glued w/ including, but not limited to proper installation of materials, nailing, gluing, BATH ACCESSORIES waterproof construction adhesive & screwed or nailed 12" O to franning. OSB caulking, insulating, flashing, roofing, weatherproofing & many other small is NOT allowed. items &details not necessarily indicated on the Plans over which has no control 9. Mold roof deck panels apart as recommended by decking manufacturer. or responsibility. Sherrod Drawings shall not be held liable for any errors, Bath accessories are generally not shown anywhere on plans, but should be 10. Hold roof deck panels away from items enetratin roof deck as recommended P g onnissions, or deficiencies in an form b y an art whatsoever for t Y y Y party r hese various installed as noted below. Homeowner shall select accessories. by roof deck manufacturer to allow for expansion &- contraction of roof deck. details. Install toilet paper holder 24" OC AFF & minimum 36" OC from wall beside 11. I lip rafters, ridge boards, & valley rafters shall be one size larger than rafters-. toilet (1 per toilet). 12. Purlins shall be 2x4s 16" OC. Provide 2x6 rafter ties ar pill locations where Install 18" towel bar in tub on wall opposite shower @ 60" OC AFF (1 per ceiling joists run perpendicular to rafters. 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. LIGHTING 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 small 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 cefling areas unless noted otherwise. Coffer dimensions are show -in to face of franning 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 slnll 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 hnterior Designer. Consult Owner & add exterior nnotion/security lighting. 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 tinne-controllable illumination during darkness. All fluorescent lamps shall be warni white deluxe. All light bulbs shall be compact fluorescent bulbs or LED, Owner to select. "_111.4_ i r� k. w 4 ", JUL 2 4 2018 N Ln L a 700 L Z 75 M X 2 0 N O C. 1 V - V LL -o V' t Y U cn N (1) N [% '" 3 • �'� t, M Cr V .- � 4Ja C:C6-0 r13 - N Tn L-) Q -V . vY '0 m E Cl�/ > L- - 0E -I-, m - o C MU Cr (0 ` . 3V (1) Y rn U v c v- 3 r.. '--i - r-� Ln L ` � Lr) a a` n I I �' I 'i, I 5� 1. 1., k 1. "_111.4_ i r� k. w 4 ", JUL 2 4 2018 N Ln L a 700 L Z 75 M X 2 0 N O C. 1 V - V LL -o V' t Y U cn N (1) N [% '" 3 • �'� t, M Cr V .- � 4Ja C:C6-0 r13 - N Tn L-) Q -V . vY '0 m E Cl�/ > L- - 0E -I-, m - o C MU Cr (0 ` . 3V (1) Y rn U v c v- 3 r.. '--i - r-� Ln L ` � Lr) a a` n I S rr I ----- U _ I i I --------J v Ao•1 I v [::::_-------,_i ZN ON m N J W 80 LOT LOT 7 W �- U1 IL existing 6'-0" wood fence— CONCRETE LOT 8 SE BAY BLOCK WALL l O LB3672 REMOVE ? �MjJ 4' WOOD 6O'A 61'LAUR TER OAK O.1' A 00 ,6'L I In LI7 REMOVE -i..CmvES TO-RRO-TE:TT— — — N ES TO REMAIN MYRTLE LOT 10 Z 0l U REMOVE C W 1 4 :... , ROLL OFF DUMPSTER (`D C PILM N REMOVE N W I N WOOD N N o m SHED O �,, _ - ---- 3 (REMOVE N 0 Z o 19, PALM A U F Z•O I. CIO REMOVE l7 11.98 CONCRETE O Z Y � � U� Z I 0 U „ W 0 ALM U Z 0 00 It 20" BAY W m Q (REMOVE W U Z W LL M � � I 16" PAL REMOVE A,ONCRETE BLOCK WALL REMOVE 13" DOUBLE SAY LOT 10 I —_-- 17 O �*• I I 13* PAL ALM PALM Lq LOT 13 \ O N -LINE existing 6'-0" wood fence PROVIDE TREE BARRICADES TO PROTECT TREES TO REMAIN LOT 14 J J �E REMOVE g, PALM d PALM'�� REMOVE 1 O" F REMOVE n r CONCRETE` SILT FENCE_ AROUND CONSTRUCTION SITE ,Q'Q 149.00' IOT15 II / O 110 v!:l .. - % 6 V O 32-1 LAUREL OAK — — REMOVE- ' PORTABLE SANITATION 63 G )(- BENCH ARK: SET MAGNAIL IN EDGE OFF PAVEMENT. ELEVATION =10.88' AVD 1988 DATUM Existing Site Plan 0 2' 4' 6 8' 10' 12' 14' 16' 1 O" g g Lot Coverage Calcu�� I Existin Lot Covera a Calculations glations Lot 7424 100.00%' Lot 7424 00% Existing Impervious Roofed Structures 1317 17.74%' Proposed Impervious Roofed Structures 2291 30.86% Existing Pervious Driveway 1387 18.68% Proposed Impervious Roofed garage Structures 599 8.07% ExistingImpervious p ervious Additional Concrete v776 10.45%: Proposed Pervious Driveway @ 924 * 50% 462 6.22% Existing Total Impervious 3480 46.88% Proposed Impervious Additional Concrete 18 0.24% �'•.' Proposed Total Impervious 3370 45.39/ ,. Max Lot Coverage1 3712 50 00% ....r.._.. �e� M_.... COMMUNITY DEVELOPMENT ON Max Lot Coverage 3712 I 50.00% N J APPROVED - m, I LOT 8 LOT 7 W a IL 148.00' LOT 8 SE1 /2" IRON IA ILl existing 6'-0" wood fence PI F E, LB3672 existing 6-0" wood fence New Site Plan 0 2' 4' 6' 8' 10' 12' 14' 1c u CONCRETE LOT 8 SE 1/2" IRON BLOCK WALL PIPE, LB3672 REMOVE ? �MjJ 4' WOOD 6O'A 61'LAUR TER OAK O.1' A N _ FENCE 00 REL OVIDE TREE,.:' OAK – — — — — -i..CmvES TO-RRO-TE:TT— — — N ES TO REMAIN f U C W ROLL OFF DUMPSTER (`D C O U a1 to a m Z O �,, _ - ---- U N 0 m REMOVE l7 11.98 CONCRETE O Z Y U� REMOVE n r CONCRETE` SILT FENCE_ AROUND CONSTRUCTION SITE ,Q'Q 149.00' IOT15 II / O 110 v!:l .. - % 6 V O 32-1 LAUREL OAK — — REMOVE- ' PORTABLE SANITATION 63 G )(- BENCH ARK: SET MAGNAIL IN EDGE OFF PAVEMENT. ELEVATION =10.88' AVD 1988 DATUM Existing Site Plan 0 2' 4' 6 8' 10' 12' 14' 16' 1 O" g g Lot Coverage Calcu�� I Existin Lot Covera a Calculations glations Lot 7424 100.00%' Lot 7424 00% Existing Impervious Roofed Structures 1317 17.74%' Proposed Impervious Roofed Structures 2291 30.86% Existing Pervious Driveway 1387 18.68% Proposed Impervious Roofed garage Structures 599 8.07% ExistingImpervious p ervious Additional Concrete v776 10.45%: Proposed Pervious Driveway @ 924 * 50% 462 6.22% Existing Total Impervious 3480 46.88% Proposed Impervious Additional Concrete 18 0.24% �'•.' Proposed Total Impervious 3370 45.39/ ,. Max Lot Coverage1 3712 50 00% ....r.._.. �e� M_.... COMMUNITY DEVELOPMENT ON Max Lot Coverage 3712 I 50.00% N J APPROVED - m, I LOT 8 LOT 7 W a IL 148.00' LOT 8 SE1 /2" IRON IA ILl existing 6'-0" wood fence PI F E, LB3672 existing 6-0" wood fence New Site Plan 0 2' 4' 6' 8' 10' 12' 14' 1c u ,O N 00 N N U C O U (`D C O U a1 c a m O U N O m �L'o U E 0 2' 4' 6' 8' 10' 12' 14' - 16' Existing Lot Coverage Calculations existing 6-0" wood fence .wvmwwvvw�mmmm .....�...........r....�.a.,.r.....................�a........x,,.........................uu..r...r......r..,w.....r 1 ^�-r..........w.................«...............mr...........................................................,W.u.....,..........».,.�a.............................„.......um........rb..w,................arr..r..r.Wm..r,.......».................a......................>...m..............................r»..r............................r..........<................................................,..w... 18 ��Q F 1 6" WATER O �C 6" LAUREL EIF OAK r 9 _IN ATION New Site Plan Lot Area Calculations 0 2' 4' 6' 8' 10' 12' 14' 16' N u N u O LJ Lot Coverage Calculations (v/ 7424 100.00% Lot 7424 100.00 1317 17.74% Proposed Impervious Roofed Structures 2291 30.86% 1387 18.68% Proposed Impervious Roofed garage Structures 599 8.07% 776„10.45% v Q3 Proposed Pervious Driveway @ 924 * 50% 462 6.22% 3480; 46.88% Proposed Impervious Additional Concrete 18 0.24% C O U Proposed Total Impervious 3370 45.39% 3712'` 50.00% M Max Lot Coverage 1 3712 50.001 existing 6-0" wood fence .wvmwwvvw�mmmm .....�...........r....�.a.,.r.....................�a........x,,.........................uu..r...r......r..,w.....r 1 ^�-r..........w.................«...............mr...........................................................,W.u.....,..........».,.�a.............................„.......um........rb..w,................arr..r..r.Wm..r,.......».................a......................>...m..............................r»..r............................r..........<................................................,..w... 18 ��Q F 1 6" WATER O �C 6" LAUREL EIF OAK r 9 _IN ATION New Site Plan Lot Area Calculations 0 2' 4' 6' 8' 10' 12' 14' 16' N u N u O LJ A1.2 O (v/ O v 00 rl N N v Q3 Tj U C O U (`6 C O U c =a [0 O U U O M A1.2 O i 12'-0" — — - -- — — —— w ----- 1 V -3" 29'-S" 10.1 M N I i M i a 0 QD 19 CV d' N IMM101 ro O v 3'-8" 3'-6- solid _�'-6"solid wall 46-1/2" exhaust N hood above In ;reegg 36" gas grill Summer Kitchen o� Rear Porch X 96" 1 30" broom closet 8" CMU 48'-0" 18'-4" / A 8., CM 18'-4" M CD �i trash 1w L1Vi11 -- g I I I I i _:J L _ _ - - _ J _-- -- - — - Kitchen in - — - Dining - — - - — - - — - z � 8 >. 101-0" > >: 10, 01 E EzE'' X to , 9'-8 2 4' 3 2' 4'-O" 8 -1 '4' 3'-1 n 3' 1 1 2 14'-10" 2 -- _ 4X96" perimeter beam above 36" x 96" CO M 40" x 96" CO _ _ _ _ o vrl N — 36" x 96" .L I � as coats Butler's ° — -- - o o — �} Pantry - - - - J �I - - — U I = 281x9 11 CO t O ID 1 "❑ 0)W U ----- J YY = l0 Cod ^IN " X a lockers shoes 40" x 96" CO umbrellas towels Mud Roo' FI ED CASEMENT 32" 56" 32" x 56" LJ -1__ 8" CMU O" H Master Bath o❑ .............................. 2X6 30" x 96" C POCKET c Cb rq 8" CMU TOP -HINGE' CASEMENT 32" � 56" 8'-7" 54'-O" W 2x6 X28" x 96" POCKET closet Q r 12'-112 X 72" Master Bedroom i i A A3. 7-3" 8" CMU Wall Material Key • r existing wall to remain face brick filler brick firebrick interior insulated wall (all exterior walls are to be insulated unless noted otherwise in Wall Sections) 1 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 —1 7-5/8" CMU wall PLAN NOTES t. 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 for specifications & Notes I in Floor Plan Notes io 1. Do not scale Drawings. Use ol.ly 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. 1I 2 Dimensions shown are to one side of interior walls or to outside face of stud or - masonry on exterior walls utrless noted otherwise. 10 3/4 1 19 TREADS @ 10 3/4" = 17' O 1 /4" 20 RISERS @ " = 1 1' 7 /8" 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 between finish grade & any wood construction. - - ----- - - 8 - f 4. Install perimeter french drains at all exterior footings. Wrap corrugated plastic pipe w/geotextile fabric, surround pipe w/gravel and slope drain to daylight 5. Locate doors so that door casing abuts wall finish of adjacent wall unless noted 4-011 DOUBLE HUNG 36" 84" IKYN in k Er72" 28" of erwrse or u ess c or casing is narrower than 3 1 /2 . In this case, install door frame with appropriate shiny 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 j 8'-0" 6'-8" 11'-4" 3'-8" 4'-2" - - head heights slightly (less than 1 3/8") as required to course with masonry -- - --- -- - - - --� O veneer, if any. Provide filler strip between window and masonry sill if required to allow tyle 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 � I door. 7. 24 8. Every sleeping room shall have at least one operable emergency escape and rescue opening. The net clear opening dimensions required shall be obtained by M the normal operation of the emergency escape and rescue opening from the o z A9.1 i----- j - ). Emergency escape and rescue openings with a finished sill height below the _J adjacent ground elevation shall be provided with a window well. D HUNG 8" i p 2nd floor overha g to a vard or court that opens to a public way or into a screen enclosure, where a C� 36" screen door is provided leading away from the residence 0 CAS MENT CASEMENT U propane/gas 2: DOUG E HUNG O - --- 12. 32" 56" 32" 56" �aterlleatar 36" x 84" iv 8"CMU 0 0 rl 14. Coordinate location of utility meters on site to be away from public view and to -- !azy susan - Li -cabinetry, 15. Install termite shield at any areas where wood may come into contact with Front 1.1 7`9 2 masonry at grade; along stem walls, turn -down slabs, and piers. X 96' 1 -LITE Porch below ; 16. _ _ _ _ J L ------ 0 z 2' of plate except 1/4 cup per 2' of platc in walls adjacent to kitchen, bath or erimeter beam above_ _J_0 3'6" range/ovn o -24^ steamer 36" ref M other wet or food storage areas. Boric acid shall be installed immediately before oven stack _ a wall finish in uninsulated walls. Walls with exposed cavities do not need to be aD 24" M/W x treated with boric acid. m below If gypsum board is used, install moisture -resistant gypsum board in restrooms & 18'-4" / A 8., CM 18'-4" M CD �i trash 1w L1Vi11 -- g I I I I i _:J L _ _ - - _ J _-- -- - — - Kitchen in - — - Dining - — - - — - - — - z � 8 >. 101-0" > >: 10, 01 E EzE'' X to , 9'-8 2 4' 3 2' 4'-O" 8 -1 '4' 3'-1 n 3' 1 1 2 14'-10" 2 -- _ 4X96" perimeter beam above 36" x 96" CO M 40" x 96" CO _ _ _ _ o vrl N — 36" x 96" .L I � as coats Butler's ° — -- - o o — �} Pantry - - - - J �I - - — U I = 281x9 11 CO t O ID 1 "❑ 0)W U ----- J YY = l0 Cod ^IN " X a lockers shoes 40" x 96" CO umbrellas towels Mud Roo' FI ED CASEMENT 32" 56" 32" x 56" LJ -1__ 8" CMU O" H Master Bath o❑ .............................. 2X6 30" x 96" C POCKET c Cb rq 8" CMU TOP -HINGE' CASEMENT 32" � 56" 8'-7" 54'-O" W 2x6 X28" x 96" POCKET closet Q r 12'-112 X 72" Master Bedroom i i A A3. 7-3" 8" CMU Wall Material Key • r existing wall to remain face brick filler brick firebrick interior insulated wall (all exterior walls are to be insulated unless noted otherwise in Wall Sections) 1 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 —1 7-5/8" CMU wall PLAN NOTES t. 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 for specifications & Notes I in Floor Plan Notes io 1. Do not scale Drawings. Use ol.ly 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. 1I 2 Dimensions shown are to one side of interior walls or to outside face of stud or - masonry on exterior walls utrless noted otherwise. 10 3/4 1 19 TREADS @ 10 3/4" = 17' O 1 /4" 20 RISERS @ " = 1 1' 7 /8" 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 between finish grade & any wood construction. - - ----- - - 8 - f 4. Install perimeter french drains at all exterior footings. Wrap corrugated plastic pipe w/geotextile fabric, surround pipe w/gravel and slope drain to daylight 5. Locate doors so that door casing abuts wall finish of adjacent wall unless noted 4-011 DOUBLE HUNG 36" 84" IKYN in k Er72" 28" of erwrse or u ess c or casing is narrower than 3 1 /2 . In this case, install door frame with appropriate shiny 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 j approximately in the center of a wall, locate door in the exact center of the wall. 6. Verify window rough opening head height with Elevations. See plans & exterior elevations for window alignments, window types & inu ntin patterns. Adjust - head heights slightly (less than 1 3/8") as required to course with masonry -- - --- -- - - - --� O veneer, if any. Provide filler strip between window and masonry sill if required to allow tyle 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 � I door. 7. Window sizes indicated oil plans are generic sash sizes. 8. Every sleeping room shall have at least one operable emergency escape and rescue opening. The net clear opening dimensions required shall be obtained by M the normal operation of the emergency escape and rescue opening from the o z 0inside. i----- j - ). Emergency escape and rescue openings with a finished sill height below the _J adjacent ground elevation shall be provided with a window well. oH. C Emergency escape and rescue openings sliall open directly into a public way, or p 0 to a vard or court that opens to a public way or into a screen enclosure, where a C� � screen door is provided leading away from the residence 0 ]I. Refer to plans & exterior elevations for window types. Coordinate operability of U 1 e A3.3 windows & direction of swing of casements w/homeowner. 12. Doors & Windows shall not be ordered, prior to meausuring rough framing. O - 13. Walls, ceilings & floors of ancillary spaces such as closets & storage areas shall match the rooms they serve unless noted otherwise. 0 0 M 14. Coordinate location of utility meters on site to be away from public view and to J minimize visual impact from any area of the site. Hold meters as low as possible to allow more effective screening. 15. Install termite shield at any areas where wood may come into contact with Front masonry at grade; along stem walls, turn -down slabs, and piers. X 96' 1 -LITE Porch ; 16. Sprinkle powdered boric acid onto bottom plate of wall at a rate of 1/8 cup per 0 0 2' of plate except 1/4 cup per 2' of platc in walls adjacent to kitchen, bath or M 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. 17. If gypsum board is used, install moisture -resistant gypsum board in restrooms & other rooms where water is present. 18. Load roof prior to installing drywall. 0 19. Install nail gaurds on framing at all appropriate locations. 20. Seal all holes from plumbing, wiring, or other uses by installing firestop/draftsop between each floor, and top plate to roof framing. A9.122 21. Builder shall coordinate all shelving & storage requirements with homeowner. 22. 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". M 23. No tile slivers shall be allowed, layout tiles prior to setting, and adjust as required. Z 0 24. Haadrails are required at all interior stairs with 4 or more risers. Li 0S uare Footage q g o N tD i l0 i Heated / Cooled 3,436 sq ft O - 1st floor 76 sq ft 8'-O" First Level Floor Plan �- 0 2' 4' 6' 8' 10' 12' 10' 1 G' lst floor Front Porch DEVELOP! ENb75 sq f 1st floor Rear Porch COMMUNIY 343 sq ft APPROVED z In L 21 �L a 0 0 a� L U) v .o L u F 00 0 ry O LL ._ n V U C m3: VC as � 4-J @ Q -� vE V ' °E o O v ._ Ln L L V Ln v ° ° C � I � I 00 Q� U C 0 � I 0 0 U 1 a m 0 0 0 M 'A' ft J LL ._ n V U C m3: VC as � 4-J @ Q -� vE V ' °E o O v ._ Ln L L V Ln v ° ° w 0 z CO Z W IL U) F U M M Z W W_ m14 Q N n --15-62 -- - 7-9 a DUUB E H 36" 72' r 13'-4 2' iD 2 2811 x 80" .............. O Bath 2 O <A x N 11" �► UIIII�� _ 1 i. 28" x 81 Bedroom 1 =1a t0 dD 13'-4 2 )OUBE HUNG 36" X 72r 15'-8 2 io lu io 0) x N M 0 U 3' 1 1 X x O W b I? v cv 12 DOUBL� HUNG 36" 72" 4 4' O'' 4'_0" 0 8' 2 m -- 2: FIXED �36' X 90" 54'-O" - 38'-5 2 -- - a 1 9'-6 11'-91 13'-1" 5'-7" _24 A A9.1 A3.3 DOUBL HUNG CASEMENT CASEMENT 36" 72" 28' x 48" 28" 48" 28" x 96 20'-2' -1 5'-8 2' 12'-7" c ose -- 4----- Office Upper O In Living N t0 ( Z 01 N � J m ifl <❑ rn X O � 0) N X 0 N - - 2:32" X P6" - 24" x 96" 2:20" X 96" - - - - 'API* X Q6"CO - - r. ,,,-.::, 47" ;', ; r, :.,, existing wall to remain rn�N C 32" X 96" clos t face brick X n a 1111711111 filler brick � I 00 ui 0 U interior insulated wall (all exterior walls are to be insulated C 0 - M unless noted otherwise in Wall Sections) 0 `1 interior 2x6 wood stud wall (all exterior walls are to be 2x6 0 m 00 wood stud walls unless noted otherwise in Wall Sections) I I n vclo'et rod & 16" shelves linens new wall finished both sides (h N - ------ N Laun x6 ✓"i" X 96" SLIDING D °° Z ': tiN bD ---1 7-5/8" CMU wall PLAN NOTES o Do not scale Drawings. Use only dimensions shown on drawings. If dimensions 4.c I J Ln o Upper are in question, the electrician shall be respwisible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & .° 0 °1� Master conditions at jobsite. 2. X 8" x 80" Bath co Floor Plan Notes N 4 T7�:' Do not scale Drawings. Use only dimensions shown on drawings. If dimensions 36" sink 0 :ASE EN'I 24" 48" 7-8 2 4' 3 2 4'-3 2 2'-5" I -- 8'-7" 54'-0" alga ;ASE ENT 24" k 48" 3-1 O" 29'-8 2 :MENT x 72" Upper Master Bedroom 14'-1 O" A A3.3 9' i 1 i0 W X O M 0 Z W J M J 0 El 36" 96" 1 - v N SASE ENT 28" X 2" 7-9" Upper 16. Sprinkle powdered boric acid onto bottom plate of wall at a rate of 1/8 cup per R 2' of plate except 1/4 cup per 2' of plate in walls adjacent to kitchen, bath or Balcony M other wet or food storage areas. Boric acid shall be installed immediately before B i installation of insulation in insulated walls or immediately before installation of A3.3 I wall finish in umnsulated walls. Walls with exposed cavities do not need to be treated with boric acid. i17. If gypsum board is used, install moisture -resistant gypsum board in restrooms & other rooms where water is present. 18. Load roof prior to installing drywall. I19. Install nail gaurds on &wining at all appropriate locations. 20. Seal all holes from plumbing, wiring, or other uses by installing firestop/draftsop 22 between each floor, and top plate to roof framing. A9 1 ' 21. Builder shall coordinate all shelving & storage requirements with homeowner. 22. 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". 23. No rile slivers shall be allowed, layout tiles prior to setting, and adjust as required. 0 2.1. 1laudrails are required at all interior stains A.vith 4 or more risers. i Square Footage I' I I I' I Heated / Cooled 3,436 sq ft 01 _ _--_-- 2nd floor 1,760 sq ft 2nd floor Upper Balcony " 275 sq ft Critr�T -4A, Second Level Floor Plan A2. 21 A O Wall Material Key r. ,,,-.::, 47" ;', ; r, :.,, existing wall to remain � face brick 00 r\ 1111711111 filler brick � I firebrick ui 0 U interior insulated wall (all exterior walls are to be insulated C 0 unless noted otherwise in Wall Sections) r `1 interior 2x6 wood stud wall (all exterior walls are to be 2x6 0 m wood stud walls unless noted otherwise in Wall Sections) I I new wall finished both sides new wall finished one side - ---1 7-5/8" CMU wall PLAN NOTES L Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be respwisible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. See A0.1 for specifications & Notes Floor Plan Notes 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the builder shall obtain clarification before continuing with constriction. Builder shall verify all dimensions & conditions at jobsite. 2. Dimensions shown are to one side of interior walls or to outside face of stud or masonry on exterior walls unless noted otherwise. 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 between finish grade & any wood construction. 4. Install perimeter french drains at all exterior footings. Wrap corrugated plastic pipe w/geotextile fabric, surround pipe w/gravel and slope drain to daylight 5. 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. 6. Verify window rough opening head height with Elevations. See plans & exterior elevations for window alignments, window types & muntin patterns. Adjust O 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 j should brick be cut to either course with the head or the sill of a window or door. 7. Window sizes indicated on plans are generic sash sizes. 8. 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 o inside. �. Emergency escape and rescue openings with a finished sill height below the adjacent ground elevation shall be provided with a window well. 10. 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 j 11. Refer to plans & exterior elevations for window types. Coordinate operability of windows & direction of swing of casements w/homeowner. 12. Doors & Windows shall not be ordered, prior to meausuring rough framing. -� ----- - - ---- 1 13. Walis, ceilings & floors of ancillary spaces such as closets & storage areas shall match the rooms they serve unless noted otherwise. a 14. Coordinate location of utility meters on site to be away from public view and to j ininiinize visual impact from any area of the site. Hold meters as low as possible to allow more effective screening. 15. Install termite shield at any areas where wood may come into contact with masonry at grade: along stem walls, turn -down slabs, and piers. Upper 16. Sprinkle powdered boric acid onto bottom plate of wall at a rate of 1/8 cup per R 2' of plate except 1/4 cup per 2' of plate in walls adjacent to kitchen, bath or Balcony M other wet or food storage areas. Boric acid shall be installed immediately before B i installation of insulation in insulated walls or immediately before installation of A3.3 I wall finish in umnsulated walls. Walls with exposed cavities do not need to be treated with boric acid. i17. If gypsum board is used, install moisture -resistant gypsum board in restrooms & other rooms where water is present. 18. Load roof prior to installing drywall. I19. Install nail gaurds on &wining at all appropriate locations. 20. Seal all holes from plumbing, wiring, or other uses by installing firestop/draftsop 22 between each floor, and top plate to roof framing. A9 1 ' 21. Builder shall coordinate all shelving & storage requirements with homeowner. 22. 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". 23. No rile slivers shall be allowed, layout tiles prior to setting, and adjust as required. 0 2.1. 1laudrails are required at all interior stains A.vith 4 or more risers. i Square Footage I' I I I' I Heated / Cooled 3,436 sq ft 01 _ _--_-- 2nd floor 1,760 sq ft 2nd floor Upper Balcony " 275 sq ft Critr�T -4A, Second Level Floor Plan A2. 21 A O V - �E f•"1 v v 0-� . U a ro c Q) '- m M3 CL U L L _ D W Cro N Q -� -0 m E I , > v f IW I Q E m - o C U v L L Lf ; v D Q N C O � 00 r\ r\ � I U C ui 0 U C 0 :T c m 0 U U) 0 m I I V - �E f•"1 v v 0-� . U a ro c Q) '- m M3 CL U L L _ D W Cro N Q -� -0 m E I , > v f IW I Q E m - o C U v L L Lf ; v D Q N eave flashirrg— X10 i N — �—ezive-flashttrg— 7_o„ ----ravef3ntmg—�--- 6/12 — — — — — — -CAYC-•f1aSfTtltg- —I J J 1. 2. 3• 4 5• 6. 7• 8 ROOF PLAN NOTES Do not scale Drawings. Use only dimensions shown on drawings. If dimensions 1. are in question, the roofer shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at 2. jobsite. See Floor Plan for building dimensions. Begin metal roofing w/full panel at most visible edge of roof unless seanis are 3. shown on elevations to align with exposed rafter tails or dentils below, in which case roof panel installation shall conform with elevations. Metal roofing shall have no added striations in the flats. Begin shingle roofing w/full Nhingle at most visible edge of roof. 4. Roof penetrations are permitted only in the areas noted. Route all vents, exhausts, flues & other penetrations to these areas & terminate as per code. All roofing and roofing details shall be installed in strict accordance with industry standards and manufacturer's instructions. No work shall conflict with the manufacturer's guarantee or warranty. Provide flashing as per details or as per SMACNA if no details are slioxvil where 5. roof pitch changes or where roofing intersects with vertical surfaces. Hold downspouts tight against walls. The installation subcontractor shall be fully responsible for all roofing work. All slopes are indicated on the Drawings. Paint all roof mounted accessories to match roof color selected by homeowner. All exhaust fan, vent, flue & stack openings are to be cut & sealed by builder. Roof vent terminals shall be 12' away from and 2' above any air intake, door or window, 18" away from any vertical wall extending above roof vent, and not below any roof eave, or as required by local codes. 6. — ——eave-t�ashtt►g— ----- —I— — ——ct,vc•flaslritrg- — — —� � � 7 8. 9 FLASHING NOTES Install all exposed flashing w/concealed cleats. Surface f<istene of any type are r. unacceptable. 0 Base flashing shall be 2 ounce copper -fabric flashing equal o AFCO. Base a flashing shall run up 6" minimum behind sheathing when insta d at wood floor 2. system or shall offset up i brick course minimum if installed at CMU backup. i Window & door head flashing shall be 2 ounce copper -fabric flashing equal to 00 AFCO (ai) brick veneer or shall be either 16 ounce copper or .oig factory t\ pre -primed aluminum break metal at liorneo-,vner's option for any other non -masonry wall finish. 1. Eave & rake flashing shall either 16 ounce copper or .oig factory pre-printed aluminum break metal at homeowner's option. All roof edge flashing shall extend 1o" minimum behind roofing felt or other roofing material. Verif}' that 2. flashing runs not only under roofing material, but also under sub -roofing material such as roofing felt. Eave flashing at gutters shall extend to cover back 3. leg of gutter, but shall terminate above rim of gutter. Chimney & cricket flashing shall be 16 ounce copper flashing (no exceptions unless roofing is metal, in which case flashing shall match roofing material). Install pan flashing at chimney which extends from outside face of chiurney to inside of clay tile flue liner. Turn flashing up 1/2" inside flue liner. Install 16 4. ounce copper step flashing under chimney cap flashing. Pan flashing shall overlap step flashing 6" minimum. Tie masonry chimney to roof framing immediately below flashing w/rigid metal straps (minimum 1 each side of chimney). Crickets 5. shall be installed on high side of all chinineys or other roof penetrations exceeding 36" in width. Cricket flashing shall be installed over ply,,ood roof deck backing. Crickets shall slope 3/12 Ininimunr. Valley flashing shall be either 16 ounce copper or .o19 factory pre-printed aluminum break metal at homeowner's option 12" wide minimum centered in valleys. Lap joints 12" utininuun, color to match roof color. n Gutters shall be 16 ounce copper or factory pre-printed .032 aluutinuur ready for finish painting. (See Drawings for gutter size and shape). The back leg of all gutters shall extend i" minimum above front riui. Gutters shall be hung with I matching metal strips which are attached under shingles. Penetrations of back of gutter or of eave flashing shall not be permitted. 3 Downspouts shall be 16 ounce copper or factory pre-printed .032 aluminum 4, ready for finish painting. (See Drawings for downspout size and shape). 5. Downspouts shall be attached to gall w/matching nietal strips which are attached to wall behind downspouts. /; Raking roofs and chimney flashing shall be stepped flashing at masonry walls, 7. step flashing is the most desired flashing detail for water-proofing/longevity, and has to be installed while laying brick or block. If masonry walls are already laid, curt block or brick with a saw, parallel with the lower roof pitch and insert the 8. flashing• then close saw joints w/appropriate caulking. Roof Plan 0 2' 4' 6 10' 12' 14, 16' wave-flas*tag — — — — — —I— A \ f 5 22 A9. 1 PLAN NOTES Do not scale Drawings. Use only dimensions .;liowii on drawings. If dimensions are in question, obtain clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. See A0.1 for specifications & Notes. VENTILATION NOTES All attics, crawl spaces & other concealed areas shall be ventilated is per local building codes, or provide spray foam insulation on uderside of roof deck to allow non -vented attic condition. If attic is vented, Soffit vent shall be equal to Air Vent 2" continuous aluminum soffit vent. If shingle attic is vented, Ridge vent shall be Air Vent Ridge Univent (absolutely no substitutions). Terminate ridge vent w/manufacturer's standard end cap 12" from end of ridge. Cut roof deck back to provide air passage as recommended by manufacturer. Homeowner, or Architect shall select color, color should match prominent roof color. Crawl space ventilation shall be decorative grilles as shown on.elevations if shown w/insect screen on inside or shall be 8" x 16" manually operated painted metal vents if not shown. If attic is vented. Provide insulation baffles at ventilated eaves as required to assure minimum i" clear air space at bottom of roof deck. ROOF FRAMING NOTES All structural members shall be sized to carry all imposed loads by a structural engineer. Refer to engineering set, and contact Architect in the event of any discrepancies. Refer to structural drawing for roof deck size, though shall be no less than 5/8" Exposure t T&G Sturd-I-Floor plywood. Particle Board 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 nun perpendicular to ratters. Any hip or valley rafter over 28' long shall be Laminated Veneer Lumber. See Wall Sections for exact configuration of framing members at exterior walls. DRAFTSTOPPING NOTES Draftstopping shall be installed in attics, overhangs & similar concealed spaces so that the area between draft stops does not exceed 3000 SF. Draft stop materials shall be not less than 5/8" gypsum board. Draft stop material shall be adequately supported. Any openings in the draft stop partition such as access doors shall be protected by self-closing doors. Required ventilation of concealed attic spaces shall be maintained. COMMUNITY DEVELOPMENT APPROVED v v v L L L L Q 0 0 Q) t U) v L V X 00 0 N 0 u _"ToIII'I C A2.3 i 0 a i 00 t\ 4-1 c 0 U 12 0 U I ai c L m 0 0 \W' _"ToIII'I 1, A2.3 i o.Ea. Side Elevation A2.4 E1/4" 1 '-O" A2 Side Elevation ; /pA2 i eave flashing over PT edge strip -- 5-V metal roofing over Peel -N -stick over plywood roof deck over trusses or rafters 12 -\ • � 5 :' :See e• \ 5 A3.3 i A3.3 fiberglass or blown insulation---- �� :'• .� ceiling attached to framinb --_ � a P'I' soffit w/2x8 frieze----_--- : o 1 -6" ^IN 1 x2 fascia over I x6, allow for----- 1/4" or ---1/4" drip Lap siding over waterproof building paper over exterior sheathing on insulated wall w/interior finish as detailed elsewhere4 — ^I'0 0) base flashing, run up behind siding and out to drip over sloped base cap over PT 2x 10 over stucco finish as shown -- -- PT 2x6 sill plate on termit bolted to concrete footing 24" OC 4" 3000 PSI fiber reinforced concrete slab we WWF 6x6xW2.9xW2.9 with 245's continuous & 94's 24" OC VB over 4"g ravel drainage -till (9 over compacted earth --—�� JJ�. Z J W N turn down footing reinforce w, #5's continuous & #4's 24" OC on / 3" u AR 3" AR m q compacted earth ---- 8" Az.4 Wall Section through Eave Gara e Floor Plan 0 2 4' 6' 8' 10' 12' 14' 16' t l� Garage Roof Plan 0 A2.4 Rear Elevation E1 -0l PLAN NoTES I)o not scale Drawings. Use onily diniernsions shown on drawings. Ifdinnensious arc in question, the electrician shall be responsible for obtaining clarifications before continuing with construction. Builder shall verify all dinsensionssA conditions at jobsite. See AO. I Cor specifications & Notes COMMUNITY DEVELOPMENT APPROVED Front Elevation M C T2 V) C 0 wall be -low ._. ...... ................... ..... ... ..... ........... ., t N 00 N, 6 c O i U fL6 C O U T' N iW II i E U O N I I �I I, it I I Cq tl II !I i III I' _...._.. .......... .......... _._wail below ....... }I i -- — ------ ---- --La 4fashins ------ -- ---- Garage Roof Plan 0 A2.4 Rear Elevation E1 -0l PLAN NoTES I)o not scale Drawings. Use onily diniernsions shown on drawings. Ifdinnensious arc in question, the electrician shall be responsible for obtaining clarifications before continuing with construction. Builder shall verify all dinsensionssA conditions at jobsite. See AO. I Cor specifications & Notes COMMUNITY DEVELOPMENT APPROVED Front Elevation M C T2 V) C 0 V) 00 N, 6 c O U fL6 C O U 0) C_ .? M U O C T2 A2.4 Q) in Note: Details of the door or window are not shown here. The intent of this drawings is only to illustrate exterior trimwork, Consult Architect is there are any questions concerning these conditions. stucco wall as detailed elsewhere (see schedulesdetails & specifications) on CMU wal' j window head flashing run 6" up behind a �OD bond beam and out to drip as shown-- _.. � _ ;,_ .:.`• CMU bond bead - -- sheetrock return---J: PT door casing on nailer --- 2 w stucco head shaped as shown w/i/z" drip s 2" & stucco head return under wall as detailed elsewhere (see schedules, details & specifications) — ix PT window casing on nailer - -'"REVEAL window (see Drawings for type, size & _ design) i Li t 2'SHIM SPACE 1 PT ix window "buck'__ _ - - -- -- - --- ----------- 2X4 2x4 sleepers 16" OC w/interior finish as detailed elsewhere ------- window sill flashing run up over PT zx sill and out to drip as shown over stucco finish _ sloped concrete sill window sill on PT 2x window "buck" t 4' W U Z _Lr 0 'J0: stucco wall as detailed elsewhere (see= m ❑ schedules, details & specifications) over r o Window Jamb Ext ♦ s. I_ '. 1Tt�iT1Tl?l? ?lam 1?lu?11111MEASy Window Jamb Interior Note: This detail is typical in nature, and is intended to outline the general procedures for flashing & jamb -wrapping doors & windows. Opening sizes shown here are purely schemati See Floor Plans and/or Door & Window Schedules & Elevations for sizes of oper ings. See Wall Sections for thickness of wall. Step 1: Extend sill flashing 6" minimum each side of o ening or 2" past edge of jamb casings ('f larger than 6") for woafi- openings & wrap up over sub -sill Step 2: Extend 10 mil vinyl jamb wrap 6" minimum each side of e"ing seal chsidseal these locations thoroughly with exterior sealant cut jamb wrap a an own were wrap meets sill & extend over s flashing as shown Note: Vinyl jtmb wrap is not she door & wineo details for clari should be installed on all exteri, openings as shown here. Step 3: Install head flashing over flashing& extend head flashing minimum each side of opening Note: Head flashing should be ru behind wall sheathing whenever possible. ro N Opening Flashing Detail :5 Note: Details of the window & frame are general in nature and may not represent exact configurations, as this may vary between manufacturers. Consult, Architect if there are any questions. door or window (see shedules-fer-type,_ size & design) 2x6 casing over exterior sheathing jamb w/jamb extension over-shim-spaee_ as required over 2x6 stud 1 x6 flat casing over interior wallboard door or window (see schedules for type, size & design) N -;N U) -ya N =ia 0. Z x w o a 0 x o � o a 0' U) I Note: Details of the door or - .:. ,.w are not shown here. The intent of this drawing is orily to illustrate exterior trintwork. Consult Architect if there are any questions %vall as detailed elsewhere (see schedules, details & specs) - door head flashing run up 6" and out over drip cap as shown J W w w It =Iv =,N DOOR, CASEMENT OR TRANSOM MULLION "..w��• DOOR HEAD & JAMB SECTION /ELEVATION 1 1/2 5 1 1 2 6 SCALE J 1' 1 O' A3. 1 ELEVATION NOTES I. Do not scale Drawings. Use ottly 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. 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. 3. See details for exterior materials not shown here. 4. Gutters & downspouts may not be shown for clarity. Homeowner may elect to use rain diverters over doors & walkways in lieu of gutters. The Architect suggests omitting gutters if there are any trees in the general vicinity of the house since stopped -up gutters overflow, eventually rotting eave trim. 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 wnspouts should the homeowner trol joints unless noted otherwise. ed otherwise. al Grade. This grade includes proper entasis (taper). Note: Details of tht door or wfl e{ intent of this drawing is only to illustrate exterior trimwork. Consult Architect if there are any questions wall as detailed elsewhere (see schedules, details & specs) rindow head flashing run up 6" and out over drip cap as shown -- 11i,11 t ur trom =x4 lS I 4" 1lc1h"! t1T 'L'.iA-70 6I It over '>;6 uoo(1 - v� nuitt�c (tiecilrcul, . hc�thcrt ) 'x0I.utill J 1, 4' R (VEAL WINDOW HEAD & JAMB v openings. Mount with hinges & w. „^c bottom rail as shown. It is the 1 1 1 1/2 t2 WINDOW JAMB & SILL SECTION/ELEV. EJ_ to shutters at all than to use the A3. 1 DOOR SILL &JAMB SECTION�ELEVATION 1,_0„ A3. 1 in the factory ganged together, all I wood mullion. COMMUNITY DEVELOPMENT beat Olin andl enr d co co f] step: I A , Front Elevation -- 0 2' 4' 6' S' 10' 12' 14' 16' 1� v Z m L 0 v U) Z fu u 00 r, 0 N N O L L (n L 0 0 v C 0 U C 3 U) ly CL X v v t 0 L cu N U 7 70 O a i v L 0 a 0 0 C a M E V) m C C LL c .3 0 V — ° E LL ._ o � V U N a S= c U �✓ C c6 - o � V �v MW U V C O � - ,� 3 Ln r L Ln V olll :3.1 Iii s; G — _Q 00 r -I !\ v U C: Eli 0 U (6 C O to m 0 U V) m V — ° E LL ._ o � V U N a S= c U �✓ C c6 - o � V �v MW U V C O � - ,� 3 Ln r L Ln V olll :3.1 Iii � M N U c �i 0 0 fL5 c O U C Z M 0 U U) 0 m OR ql, I A3.2 I PLAN NOTES ELEVATION NOTES TRIMWORK NOTES 1. All finish work shall be executd by qualified subcontractors, and shall be filled, sanded smooth and ready for finishes. Trite materials should be tempered to ambient project conditions. All finish lumber, trim, moldings & milhvork shall have a moisture content of 12% or better. 2. Exterior fascia shall be Azek or backprimed solid wood, & screwed @� corners (see Drawings for widths). Finger joint material is NOT allowed. 3. Exterior soffits shall be backprimed solid wood up to I1" in width or shall be 1/2" smooth factory -printed exterior hardboard if greater than 11" wide (see Drawings for widths). Finger joint material is NOT allowed. 4. Exterior cornerboards & casing shall be backprimed 2x solid wood (see Drawings for widths). Finger joint material is NOT allowed S. Interior trinlwork shall be shapes as shown on drawings. 1. 2. 3. 4. 5. Do not scale Drawings. Use only dimensions shown oil drawin tf dimensions are in question, the electrician shall be responsible for obtain' g clarification before continuing with construction. Builder shall verify al dimensions & conditions at jobsite. See A0.1 for specifications & Notes Sea turtle protection requirements F.A.0 62B-34.070(1) : (a.) -I 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. Nvindow film or screens. (b.) All lighting will comply with types of lighting authorized by the general Permit." Sea turtle protection requirements F.A.0 62B-34.070(4) :All lighting will comply Nvith types of lighting authorized by the general Permit." See Electrical Plans for Exterior Light Fixture cut sheet & Selections 1. 2. 3. 4. Do not scale Drawings. Use only dimensions shown oil 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. 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 consultatioIl 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 & r.ny wood construction. See details for exterior materials not sliown here. Gutters & downspouts may not be shown for clarity. Homeowner may elect to use rain diverters over doors & walkways in lieu of gutters. The Architect suggests omitting gutters if there are any trees in the general vicinity of the ELEVATION NOTES 1. Do not scale Drawings. Use only dimensions shown oil 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 for specifications & Notes 1. BRICK NOTES All masonry shall be laid plumb, true and square w1filled joints. No work shall be done subject to freezing conditions. All exposed work shall be acid -washed in strict accordance w/brick & mortar manufacturers' instructions & rinsed to remove all acid & mortar residue. Air space behind brick Nvork belONv flashing at finish grade -shall be filled with grout (see wall section). Newly laid masonry shall not be disturbed in any mariner. Any section which has been disturbed before mortar has set shall be completely removed & re-laid. Protect masonry work S- house since stopped -up gutters overflow, eventually rotting eave trim. 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 oil 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 stucco joints shown on elevations are control joints unless noted otherwise. Space stucco joints equally as shown unless noted otherwise. SIDING NOTES 2. from moisture and temperature changes at the end of each day's work. Face brick shall be type SW modular size (2 1/4" x 3 5/8" x 7 5/8") & shall be 6. All columns shown shall be Architectural Grade. This grade includes correctly -proportioned base & capital details & proper entasis (taper). 1. Exterior shingle siding shall be Cedar shake installed oil breather fabric or similar. 2. Brick shall be Owner Selected, primed & painted. selected by homeowner or Architect. Face brick shall meet the requirements of ASTM Designation C-216. Prewet brick if Initial Rate of Absorption exceeds 30 grams per minute in an area of 30 square inches. Do not prewet brick 7• Shutters shall be sized to match actual window openings. Mount with hinges & hold in place with shutter dogs located at bcttorn rail as shown. It is the Architect's opinion that it is better to use no shutters at all than to use the 3. All exposed CMU shall be Stucco finished. Stucco finish shall be smooth sand. otherwise. Prewetting should be accomplished by thoroughly wetting the pallet common fake screwed -on type. 4. All siding shall be installed as per Manufacturer's instructions. or stack of brick 24 hours before they are to be laid, allowing the surfaces of the 8. Double windows shall not be constructed from the factory ganged together, all 5. Exterior trim shall be Azek or similar, backprimed solid wood, & screwed brick to dry before laying. double windows shall be seperated by a verticai wood mullion. corners (see Drawings for widths). Finger joint material is NOT allowed. 3. Mortar shall be freshly prepared and uniformly mixed in the ratio by volume of 1 part cement, 1 part lime putty, 6 parts sand & shall conform to ASTM 270 and to BIA Designation M1-72. Linre putty may be omitted if plastic type cement is STUCCO NOTES used. All mortar joints shall be completely filled as the masonry units are ]aid. 4- S. Mortar color shall be selected by Homeowner or Architect. Mortar joints shall be tooled joints. Pattern shall be selected by I lonleowner or Architect. t. Stucco 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 6. Temporary brick wall shall be built for selections. homeowner, if any, in advance of construction. Issues asso,:iated with 7. Provide and install corrugated masonry ties 24" OC vertically & horizontally. the various stucco veneer options should also be reviewed & carefully 8. Provide cotton weeps immediately above flashing. Extend weeps 3" urininnun past back face of masonry veneer, curling into air space as required. Extend considered, such as the stucco system's weatherability, durability, cost, maintenance, potential problems associated with moisture, local climate ,weeps past front face of masonry veneer & trim to flush w/finish surface after masonry veneer is cleaned. 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. 2. All stucco joints which are to be centered over all architectural element are delineated with a crossliair at the object they are to center on. Any joints between centered joints shall be equally spaced. 3. 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. 4. Stucco finish shall be smooth sand. 5. ASTM standards shall be met for ALI, stucco applications. 6. Stucco over wood frame shall meet ASTM C-926 and. ASTM C-1063. 16 COMMUNITY DE VELOPMENT APPROVED - -- ---shingle roofing 12 6 12 6 r --- r 101- 1 1 /8" HOUSE TOP PLATE ---------- 2x6 corner board / -_-_ _ HEAD HEIGHT -- 2X8 2X8 X f \ -- -- -- -- - - A3'3 9 A3.3 \ / / ---- ---- Hardy Lap Siding -- - -- - - 2-0" --- - -- --- - - -- - -shingle roohu - - -_ - -- - - - - - --- - - - -=- - - - - - - - - - - - -- - - - - - - - - - - - - - - - 11 1-6 4" 2ND FLOOR - lap sr nIQ cap olLfasc_ l� l- - - - ---porch entablature + Li - -- L -- - HOUSE ToP PLATE 8'1 1/4" HEAD HEIG - - - - -� ----- � ------------ 6x6 wood (Orbitsdrip -- Ll Li Li - wood colunrll--;---- ---- - A3.3A3.3 i SCUCCO f1II1SlT--4- -- - --- 11 -. O - -vertical siding --_ - - - I L - -- - -_ - HOUSE 1 ST FLOORRi-\ I 11 B South Elevation Rear Elevation 0 2' 4' 6 S 10' 12' 14' 16' 1 N U c �i 0 0 fL5 c O U C Z M 0 U U) 0 m OR ql, I A3.2 siding over exterior sheathing over wall as detailed elsewhere metal base flashing shaped as shown installed w/continuous cleat so that there are no exo used fasteners - b u etal rake flashing (see Specifications) bent as shown (run flashing under roofing felt over PT 1x8 ---- training and rake trim shown elsewhere; only flashing and decking are detailed here �Aa 1 a� A3.3 W .LL TO ROOF FLASHING DETAIL RAKE FLASHING DETAIL metal drip edge flashing (see Specifications) bent as shown (run flashing up as shown under roofing felt over PT IX8 framing and rake trim shown elsewhere; only flashing and decking are detailed here I -i i 4 Eave Flashing Detail Note: stack rafters over wall studs so that loads are closely transferred as shown. install hurricane clip to tie every ratter to double top plate and another clip to tie top plate to every stud; engineer to determine clip specification to meet or exceed all wind load requirements, and cents of local authorities, but in no _ase sh ll clip be less than Simpson x8 ___ 3" 6 1'-0" A3.3 RAFTER—WALL STRAPPING i r� U C ui 0 U (CI c 0 U a c �o M U 0 m 00 r\ v MATERIAL KEY BUILDING SECTION NOTES 4" CMU wall r. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the builder shall be responsible for obtaining clarification before -- � 8" CMU wall continuing with construction. Builder shall verify all dimensions & conditions at jobsite. z. All structural information shown is for reference purposes only. Builder shall > concrete 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 masonry veneer 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. 5. 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. ro. Because of the scale of building sections, items beyond the section plane such as A--- %vi,idnium r' ki,,Ptc Pr, — tun;! 16, not c'llll —, —1— th— 'l TP --i—A siding over exterior sheathing over wall as detailed elsewhere metal base flashing shaped as shown installed w/continuous cleat so that there are no exo used fasteners - b u etal rake flashing (see Specifications) bent as shown (run flashing under roofing felt over PT 1x8 ---- training and rake trim shown elsewhere; only flashing and decking are detailed here �Aa 1 a� A3.3 W .LL TO ROOF FLASHING DETAIL RAKE FLASHING DETAIL metal drip edge flashing (see Specifications) bent as shown (run flashing up as shown under roofing felt over PT IX8 framing and rake trim shown elsewhere; only flashing and decking are detailed here I -i i 4 Eave Flashing Detail Note: stack rafters over wall studs so that loads are closely transferred as shown. install hurricane clip to tie every ratter to double top plate and another clip to tie top plate to every stud; engineer to determine clip specification to meet or exceed all wind load requirements, and cents of local authorities, but in no _ase sh ll clip be less than Simpson x8 ___ 3" 6 1'-0" A3.3 RAFTER—WALL STRAPPING i r� U C ui 0 U (CI c 0 U a c �o M U 0 m 00 r\ v & A3.3 I C LZ J..r JA9.1 eave flashing w/continuous cleat anchored to continuous pt Ix8 eave backing— IT -_- -- eave flashing w/continuous cleat anchored see engineering for rafter or truss sizes •, • •, '• :: ', ••. '• : � • � to continuous pt I x8 eave backing----- --__ Roofing on roofing felt over plywood roof deck over rafters or trusses s \-- • e�egi Roofing on roofing felt over plywood roof deck over rafters or trusses - - - -- - a_ 4 Roofing on roofing felt over plywood deck over rafters or trusses • hc�rjh \ o A3.3 spray foam insulation rake flashing w/continuous cleat anchored 1'-4" ----------- Priljo°f 12 e . P ori 6 6 A3.3 to continuous t I x8 eave backing — P w °r ' 12 , r, e�o� fres 6 Rs .� S Cedar shingle finish on breather fabric over \ A3.3 A3.3 waterproof building paper over exterior sheathing A3.3 - --5 A3.3 • wall to roof flashing \ \ x2 drip on I x8 fascia w/soffit — --- _ sheetrock ceilingattached ---- sheetrock ceiling attached to framing -- sheetrock ceiling attached to framing— -- -- -- - - to framing— raming — s ra foam insulatlo spray Y WALL SECTION NOTESP foam _ a 2x10 frieze--- f spray insulation - - - --- 1x2 drip on 1x8 fascia w/soffit -- M D 1. Do not scale Drawings. Use only dimensions shown on drawings. If dii g ' y tensions beaded board porch ceiling on 2x4 ceiling framing 24" OC a "" & ro 1x2 drip on 1x8 fascia w/soffit a - --------- ---y -�N are in question, the builder shall be responsible for obtaining clarificatio 1 before - — - o continuing with construction. Builder shall verify all dimensions & con itions at 1'-4" 1a jobsite. beam: 1x8 frieze w/bottom member cut from 2. All structural information shown is for reference purposes only. Builder shall 1 x6 & notched both ends 3/8" as shown for - - -- — - - - -_ s 1 1 �4" HEAD HEIGH have a local licensed structural engineer review actual site conditions & design all drip �_ E structural elements such as framing, footings, foundation walls & slabs. Their E cc design must take into account locally -required live loads, wood species, and o 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. T -s" _ 3. Finished grade lines shown are approximate. Verify that finished gra a slopes away from building for at least 48" outside building perimeter. Builder shall 0 � establish finish floor elevation in consultation with 1-3on]eowner, or Architect. 4. Builder shall take into account design intent, including number of ste s, water ` table masonry, etc. Builder shall also assure that there is adequate c earance column beyond R between finish grade & any wood construction. -gym Am - o 5. See details for exterior materials not shown here. '- o x fl AM N 6. Wall height dimensions are to top & bottom of wall. Actual stud heigh will be N p x N O less, depending on number of top & bottom plates (see wall sections). '7. Floor system dimensions are to top of plywood floor decking and b ottonl of _- _ 1 1 joist, which typically coincides with top of wall plate for walls below o bottom A3.3 0 of wall plate for walls above. 8. Masonry dimensions are to top of brick or CMU. Hardy siding finish over waterproof 9. Because of drawing limitations, section cut lines on flocs plans may b - shown Hardy siding finish over waterproof buildingpaper over exterior sheathing on P P g insulated wall w/interior finishas detailed cutting through doors, windows, or other openings. But some building sections building paper over exterior sheathing on Hardy siding finish over waterproof building paper g overw/inte exteriora g p p over exterior sheathing on elsewhere may not show openings for clarity. insulated wall w/interior finish as detailed elsewhere - insulated wall ior finish detailed -- 10. Because of the scale of building sections, items beyond the section plane such as elsewhere --- y doors, windows, cabinets, etc., are typically not shown unless they are to communicate the intent of the drawing, such as Columns beyond that required_, support - a porch beam. 3 wall to roof flashing _ A'a eave flashing w/continuous cleat ancho ed run flashing & watemroofing membrane up IPE decking over 2x4 PT sleepers on to continuous pt Ix8 eave backing �\ wall----- waterproof membrane over 3/4" PT o _ Roofing on roofing felt over plywood r of plywood over framing & beam as designed by engineering ® - plywood floor deck on floor joists deck over rafters or trusses plywood floor deck on floor joists tN� over hang plywood I" to drip ® floor deck on floor (see Floor Framing Plan) w/band (see Floor Framing Plan) w/band plywood joists joist at perimeter--------,,,'�� joist at perimeter J P Apply hydrostop coat over plywood, install (see Floor Framing Plan) w/band ----- ---- -- - --- ----....-- ----- --- — — _ — n ----- - --- --- _ sleepers -1-6" & apply -2nd hvdrosto ---- -- -- -- — - - joist at perimeter-- 1 1'-8 1/4" 2ND FLOOR - --------------- 12 A3.3 I o � coatingover sleepers & plywood P P Y �_ i D - 18" FLOOR TRUSSES 3 fila _— — —_—-- 18" FLOOR TRUSSES ---- - — -- —_- ----� `�a ALL PT PORCH FRAMING & PT 2x 10 DECKING I V 18" FLOOR TRUSSES I = �' � - - - - _ -- - ----_ ---" --- -- 3 -- sheetrock ceiling attached to floor framing \ a" -a sheetrock ceiling attached to floor framing 4 °" -- -- sheetrock ceiling attached 2x8 top plate bolted to CMU wall- J, 2x8 top plate bolted to CMU wall- _ J beaded board porch ceiling attached to floor joists j f6 to floor framing -J N 2 ____- x8 top plate bolted to CMU wall-- J ° ---beaded board porch ceiling on 2x4 ceili g framing 24" OC - --� create drip for waterproof membrane in 2x material and behind 1x4 fascia--- � flashing over drip ca on 2x12, allow 2x12 g P P to over lap stucco ---- stucco finish on 8" CMU filled block beam: 1 x 10 frieze w/bottom member c t from 1x12 & notched both ends 3/8" s stucco finish on 8" CMU filled block - cove moulding over 1 x8 frieze w/ t x I on I x6 architrave, w/soffit to match column CJ � stucco finish on 8' CMU filled block shown for drip- width, notch both ends 3/8" as shown for _ drip------- --- — — — — -- — — -- I E HEAD I HE GHT 5'-8" i beam: 3/4" quarter round on vertical Ix4 attached to sleepers overhanging PT c plywood Ii w column beyond a -- E -tia 1 '-4"- ,. - •ynl O O ^I O 01 i 10 1 1 � A3.3 '• A3.3 bullnose brick avers at porch edge over P P g brick veneer (4" CMU where covered y bullnose brick pavers at porch edge over finish grade) over 8" L -block at top c rse brick veneer (4" CMU where covered by of foundation wall finish grade) over 8" L -block at top course finishpavers at porch floor on 4" corer a slab on compacted earth of foundation wait- ----- ---� brick pavers at porch floor on 4" concrete 8" L -bloc 8" CMU's on concrete footing as show w/ 2 45's continuous & #4's 24" OC bearing 8" L -block- slab on compacted earth concrete 8" L -block - 4" concrete slab over VB on on compacted earth (turn 45's up 24" C 4" concrete slab over VB on 8" CMU's on footing as shown w/ 2 #5's continuous & #4's 24" OC bearing 4" concrete slab over VB on compacted earth, provide p p �— --- into foudation wall ) compacted earth, provide on compacted earth (turn #5's up 24" OC compacted earth, provide control joints a — — — — — t _ — — — — — — — — — — — — _ — control joints a ---- into foudation wall) control joints : w o a o ------- ---- -- ------- -- w —1ST FLOORFF� > ., a v foundation, see structrual = foundation, see structrual- = : foundation, see structrual engineering drawings— _ , ---� - 1 m ' > _ TO m > engineering drawing - g g I m w 8, o„ - w Q --__-- engineering drawingFY W -. . ; ..... .. _:.: 8 TOE , , -. ... _ ..._ 8 TOE > __.. __ Q - -. ....-. :.. _: :..: .... - ._ _. ....: ._..:..•, ,:.. ... 8 TOE I 6 O 1 p o p 0 D O Q O o O : - - •" - 3" L AR 3" L AR 3" L AR 3" L AR i 3" .:... i L AR 3'' ::LEAR 2'-O" 2-0" 2' -0"Z -O" 2'-0" I A9.1 A9.1 r A9.1 ' Section Rear Porch 3/4" 1'-O" ��-� �� Section @ Front Porch ,'-o' Typical CMU Section E yp I , o N lJ C � O`^^ r•I U C 0 U ILO C 0 I o] _C CIO 0 0 In 0 IM Em r I UL ._ o v v /Uo N o Q) C QJ m ro3 ro U CZ yJ c y� Y W > Lv °E — o ^^ll M W W Y U U Q v ._ 3 Lf, _ Ln "o 0 I C LZ J..r JA9.1 Note: All cover plates shall be Jumbo size. New doorbell button. New items are generally shown bold as IZ 'O See Finish Schedules for size of base for C Doorbell chimes. (Install transformer in closest available concealed each room. It shall be the electrical accessible space.) contractor's responsibility to coordinate w/battery backup). Provide in every bedroom, & interior cooking baseboard sizes with other trades. 3 area. 0 F��J• _ string to above ceiling or to other accessible space. Telephone wall jack. tliiefmostit (where applicable) © Exhaust fan switch (see *plans -foi- type) door'casing. Gs detailed elsewhere) o C O U rn c M 0 o receptacle turned horizontal) 90° to 9 vertical as shown) —� baseboard over ) 1 / )" on the flat face of baseboard iV E2. ELECTRICAI, OUTLET LOCATIONS First Level Electrical Plan 0 2' 4' 6' 3' 10' 12' 14' 16' Electrical Plan Key i5a 125v 3 wire single pole w/ground duplex wall outlet equal to Hubbell #5252. }� 15a 125V duplex GFCI wall outlet equal to Leviton X #8o1-65991. 20a 125v 3 wire single pole w/ round duplex wall outlet equal to Hubbell #5362 served by dedicated 2oa circuit. }� Split -wired 15a 125v duplex wall outlet. ® 15a 125v 3 wire single pole w/ground duplex floor outlet in flush brass floor box. 15a 125-277v single pole switch equal to Hubbell #1201. �3 i5a 125-277v 3 -way switch equal to Hubbell #1203. �4 i5a 125-2777 4 -way switch equal to Hubbell #1203. �D 15a125-2i7vdimmer switch. ORecessed or surface compact fluorescent bulb light or LED. 4" square Recessed LED, Elitco Lighting RS4123oKRF or similar. ® Adjustable eyeball recessed compact fluorescent bulb light. ® Wall -washer recessed compact fluorescent bulb light. Large pendant ceiling fixture. Small pendant ceiling fixture. Wall fixture. Exposed strip fluorescent ceiling light. Ceiling fan. See schedule for indication of whether fan includes lights. O �. New doorbell button. New items are generally shown bold as IZ 'O indicated here. C Doorbell chimes. (Install transformer in closest available concealed accessible space.) Wired Combination Carbon Dioxide & Smoke detector (120V w/battery backup). Provide in every bedroom, & interior cooking area. 0 Empty wall box for computer or telephone w/3/4" conduit & pull string to above ceiling or to other accessible space. Telephone wall jack. Exhaust fan w/light. © Exhaust fan PLAN NOTES 1. Do not scale I.)rawings. Use only dimensions shown on drawings. If dimensions arc in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & rouditions at jobsite. 2. Sec AO.1 for specifications & Notes v Z v U) v L L •L 0 `v L U) v m L V_ Go 0 N O LL .-o v v 7 fB c CO �3 r U ^ ll 4-J v Vs� C v N Q -� E W > L" oE — 0 u M d+ y rn M U ^^ll Lr) s� M v 0 iV, IZ 'O C N ,C°' E2.1 O O 00 r\ N, N a., U C N O U N C O U rn c M 0 o 0° Ii LL .-o v v 7 fB c CO �3 r U ^ ll 4-J v Vs� C v N Q -� E W > L" oE — 0 u M d+ y rn M U ^^ll Lr) s� M v 0 iV, IZ 'O N ,C°' E2.1 Note:'If d cover plates shill be juMbo size. See ' Finish Schedules for size of base f or each room. It shall be the electrical contractor's 15a 125v duplex GFCI wall outlet equal to Leviton responsibility to coordinate baseboard sizes #8oi-65991. with other trades, 2oa 125v 3 wire single pole w/ground duplex wall outlet equal to Hubbell #5362 served by dedicated 2oa circuit. receptacle turned vertically (typica0--- - — baseboard up to 6 1/2" tall on the flat face of baseboard --- _ �s _ T Wired Combination Carbon Dioxide 1k Smoke detector 620V w/battery backup). Provide in every bedroom, & interior cooking SECOND FLOOR area. receptacle -turned horizontally (go` to vertical as shown) _-- --- _ Empty wall box for computer or telephone w/3/4" conduit & pull .baseboard ove7_, /2" tall on the flat face string to above ceiling or to other accessible space. • of baseboard ' •' •' ,' • © Exhaust fan w/light. ® Exhaust fan FIRST FLOOR Eery 1 ELECTRICAL OUTLET LOCATIONS Second Level Electrical Plan 0 2' 4' 6' 8' 10' 12 14' 16' Electrical Plan Key 15a 125v 3 wire single pole w/ground duplex wall outlet equal to Hubbell #5252. }� 15a 125v duplex GFCI wall outlet equal to Leviton �{ #8oi-65991. 2oa 125v 3 wire single pole w/ground duplex wall outlet equal to Hubbell #5362 served by dedicated 2oa circuit. }}s Split -wired i5a 125v duple.., wall outlet. ® 15a 125v 3 wire single pole w/ground duplex floor outlet in flush brass floor box. 15a 125-277v single pole switch equal to Hubbell #1201. �3 15a 125-277v 3 -way switch equal to Hubbell #1203. �4 15a 125-277v 4 -way switch equal to Hubbell #1203. D 15a 125-277v dimmer switch. ORecessed or surface compact fluorescent bulb light or LED. 4" square Recessed LED, Elitco Lighting RS4123oKRF or similar. C) Adjustable eyeball recessed compact fluorescent bulb light. ® Wall -washer recessed compact fluorescent bulb light. Large pendant ceiling fixture. 7_7 Small pendant ceiling fixture. 11#11 bWall fixture. Exposed strip fluorescent ceiling light. Ceiling fan. See schedule for indication of whether fan includes lights. O C' I New doorbell button. New items are generally shown bold as l indicated here. Doorbell chimes. (Install transformer in closest available concealed accessible space.) T Wired Combination Carbon Dioxide 1k Smoke detector 620V w/battery backup). Provide in every bedroom, & interior cooking area. Empty wall box for computer or telephone w/3/4" conduit & pull string to above ceiling or to other accessible space. Telephone wall jack. © Exhaust fan w/light. ® Exhaust fan PLAN NOTES !. Ido not scale Drawings. Use only dimensions shown on drawings. If dimensions MT in question. the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & renditions at jobsite. a. See A0.1 for specifications (Sc Notes IN IN E2.2