Loading...
290 BEACH AVE - NEW RESID. -arch dwgs OFFICE COPYI : I -I I I... .I -1111-,I I 11 W 11 , 1� I 'll. 11 _: . I , 11 I T R SID NC . , RE ,,.,I I 111..... ?_', °* 11 _�� "I'll..... I'll, -:: 11111 ' ' - I - 1 - ­ -11 - _ �W:, ��,. ' I .....', ,­ .........."I'll", . �r I - h 11 2 B , I c venue 11 �­ 1 _ (� e a 1-11 11 I . I I 11 , " Ill, " - 11 __ -1_0 -_ PORCHES & BALCONIES MASSING & WALLS PLAN NOTES Mech. Elec. & Plumbing Systems Project information Index &_ N11filow . 4:arilol'I'4111 . hwific Columns CONCRETE MASONRY UNITS Floor Plan Notes .11fl-.4i,•,,.t-4�,,, � �= -r���>.I.Yi7 Mechanical Existing House sq footage 1. Wood posts shall be 4x4, 6x6, or 8x8 (see Drawings) and shall be#1 Common 1st floor 1,158 sq ft AO.1 Title Sheet & Specifications Copyright ©2015 Starr Sanford grade pressure-treated pine or better. All post trim shall be equal to or better 1. All structural information shown is for reference purposes only. Builder shall 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions Garage 1st floor 931 sq ft Design Associates, Inc. All rights than post material. have a local licensed structural engineer review actual site conditions&design are in question, the builder shall be responsible for obtaining clarification before 1. System shall be designed in accordance with all applicable codes,standards & Garage 2nd floor reserved. The design concepts, 955 Sq ft drawings, written material, and 2. Post corners shall be chamfered unless noted otherwise. Begin chamfer 1 post all structural elements such as footings,foundation walls&slabs. continuing with construction. Builder shall verify all dimensions &conditions at requirements of local utility officials. Design engineer shall prepare calculations A1.1 Site Plan specifications of this document are above arch floor if there is no rail or 1/4 post width above rail unless 2. All masonry shall be laid plumb,true and square w/filled joints. All walls shall be jobsite. for equipment sizing,duct sizing,accessory arrangement,etc.,and shall prepare Total existing habitable 3,044 sq ft the property of Starr Sanford Design width p p 2. Dimensions shown are to centerline of interior walls or to outside face of stud or final drawings accordingly. ssociates, Inc. No part of these noted otherwise. End chamfer 1/2 post width below beam if there is no capital or adequately braced until securely tied to the structure. No work shall be done House sq footage documents shall be copied,disclosed p p ,, mason on exterior walls unless noted otherwise. 2. Furnish all ductwork, control wiring, piping, fittings, accessories, etc. for A2.1 First Level Floor Plan to others or reproduced in art or 1/2 post width below capital unless noted otherwise. Chamfers shall be 3/4 for subject to freezing conditions. All exposed work shall be brush-cleaned to be 1st floor 1,319 sq ft � p P 4x4 posts, 1 for 6x6 posts, and 1-1/4 for 8x8 posts. Begin and end chamfers free of surface mortar. 3. Builde shall establish finish floor elevation in consultation with homeowner. complete installation. 2nd floor whole in any form without the 1,334 sq ft A2.2 Second Level Floor Plan written consent of Starr Sanford with a flat taper equal to the depth of the chamfer unless noted otherwise. 3. All masonry work below finish grade shall be filled with grout. This includes all 4. Builde shall take into account design intent, including number of steps,water 3. Insulate all heating or condenser water lines in uninsulated spaces w/tubular 3rd floor 673 sq ft table masonry, etc. Builder shall also assure that there is adequate clearance foam insulation. Insulation shall be of self-sealing type or shall be taped closed A2.3 Third Level Floor Plan Design Associates,Inc.Do not scale 3. Turned posts may be #1 Common grade pressure-treated pine or better,or may cores,cavities&other spaces. rY, drawings.Use given dimensions only. between finish rade&an wood construction. w/foil=faced tape. Garage 1st floor 840 sq ft A2.4 Roof Plan If not shown, verify the correct be Perma-Cast. 4. Newly laid masonry shall not be disturbed in any manner.Any section which has 9 Y 4. Classical columns(round or square) may be redwood, Perma-Cast, or limestone. been disturbed before mortar has set shall be completely removed & re-laid. 5. Locate doors so that door casing abuts wall finish of adjacent wall unless noted 4. Closely coordinate work with all other trades. Maintain ceiling heights & duct Garage 2nd floor 600 sq ft dimensions with Starr Sanford otherw se or unless door casing is narrower than 3 1/2". In this case, install door spaces provided. Design Associates, Inc. Contractor Protect masonry work from moisture and temperature changes at the end of 9 shall check and verify all dimensions each day's work. framewith appropriate shim space against liner and stud. Do not omit stud or 5. All valves, dampers&other control devices shall be accessible for operation & Total New habitable 4,766 sq ft A3.1 Exterior Elevations, Notes & Details and conditions of the job site. 5. Concrete masonry units shall be sound, dry, clean &free from cracks. CMUs liner to get the door closer to the adjacent wall. In cases where a door is shown maintenance through accessible ceilings or through access doors or panels Increase from existing 1,722 sq ft manufactured for such purposes. A3.2 Exterior Elevations & Details shall be Grade A units conforming to ASTM C-90. CMUs shall be laid running approx mately in the center of a wall, locate door in the exact center of the wall. p Beams bond using full & half-blocks unless noted otherwise. Saw-cut blocks if 6. Window rough opening head height shall generally be 8'-2 1/2"above floor slab 6. All units above ceiling shall have auxiliary drain pans installed below entire unit. DESIGN CRITERIA: A3.3 Details Route internal &auxiliary drain lines down to floor drain or utility sink in utility Building Classification: Residential non-modular dimensions are required. or deck at the first level &6'-10 1/2"above floor deck at the second level unless ry Y Y 9 1. Wood beams shall be#1 Common rade pressure-treated pine or better. 6. CMU bearing walls shall be minimum 8"thick, &shall be reinforced w/truss-type noted otherwise. See plans&exterior elevations for window alignments window room or other non-public areas where overflow would be noticed by homeowner. Building Type: Type V Construction g p p �� 7. Provide fresh air duct to each air-handling unit as per applicable codes. Fresh air A9.1 Wall Sections, BuildingSections & Details 2. Beams supporting masonry shall be limestone or reinforced concrete. reinforcing every other course. types muntin patterns. Adjust head heights slightly (less than 1 3/8 ) as g p pp required to course with masonry veneer, if an Provide filler strip between duct shall extend from intake blower at exterior to return air side of ductwork. A9.2 Wall Sections Building Sections & Details 3. Metal beams shall be hot-dipped galvanized steel. 7. Reinforce CMUs vertically by filling cores from footing to top of wall w/grout& 1Y Y• p � g #5 bar 48"OC. Reinforce CMUs corners b filling all such cores from footing window and masonry sill if required to allow the masonry sill to course with 8. Provide pressure regulators for all gas equipment as required for proper Unless otherwise noted, project site considerations shall be the responsibility of the owner @ Y 9 9 A9.3 Garage Sections, Building Sections & Details to top of wall w/grout& 1 #5 bar. Reinforce CMUs within 16"of beam or girder surrounding brickwork. In no case should brick be cut to either course with the operation.Verify gas pressure at meter to determine necessity of regulators. and/or contractor. Examples of such items include, but shall not be limited to, bearing or other concentrated loads by filling all such cores from footing to top of head o the sill of a window or door. 9. Coordinate with electrician concerning items requiring electrical service such as determination of grade elevations,drainage features, and special requirements associated wall w/grout& 1 #5 bar each core. Reinforce 1 CMU core under each end of 7. Windo condensing units, air-handling units, condensate pumps, motorized dampers, with FEMA flood hazard and/or DEP zones. sizes indicated on plans are generic sash sizes. E2.1 First Level Electrical Plan 8. Refer plans &exterior elevations for window types. Coordinate operability of etc.Coordinate service&ampacity required. bond beams by filling all such cores from footing to top of wall w/grout& 1 #5 bar p Yp p Y The contractor is responsible for the means and methods of construction. It is the E2.2 Second Level Electrical Plan each core. Reinforce all openings in CMU walls larger than 12" in any direction windows&direction of swing of casements w/homeowner. 10. The Builder shall test pressure-reducing valves, T&P relief valves&other safety contractor's sole responsibility to determine the procedure, sequence, and temporary ATTACHMENTS & SITEWORK w/2#5 bars at all sides of the opening, Extend bars 24"past corners of opening. 9. Walls, eilings&floors of ancillary spaces such as closets &storage areas shall devices prior to the operation of system. The Builder shall test and balance all bracing as to insure the safety of the building and its component parts during construction. p Reinforcing bars shall be ASTM A-615 Grade 60. Extend hook bars of same size match systems prior to completion of the work.a rooms they serve unless noted otherwise. The contractor shall verify all conditions and dimensions at the job site prior to Modifications as vertical reinforcing into footing &la vertical reinforcing 24"minimum. Install 10. Coordi ate location of utility meters on site to be away from public view and to - 9 9 p 9 commencing work. Fireplaces & Chimneys bond beam course w/1 #5 continuous @ top of all CMU retaining walls&above minimi a visual impact from any area of the site. Hold meters as low as possible Plumbing A FENCES, GATES A1.2 Site Plan all door&window openings. to allowmore effective screening. The contractor shall supply, locate, and build Into the work all inserts, anchors, angles, 8. Consult local licensed structural engineer if CMU walls will be required to act as 11. Sprinkl powdered boric acid onto bottom plate of wall at a rate of 1/8 cup per 2' plates, openings, sleeves, hangers, slab depressions, or other components as may be A1.2 Site Plan 1. Fireplaces shall be constructed with Isokern system or equal. required to attach and accommodate other work. FIREPLACE 2. Flues shall be cls the or Isokern DM flues stem except that triple-wall metal retaining walls. Backfill after first floor is set. of plat except 1/4 cup per 2 of plate in walls adjacent to kitchen, bath or other 1. System shall be designed in accordance with all applicable codes,standards & q 2 Y Y 9. Mortar shall be freshly prepared and uniformly mixed in the ratio by volume of 1 wet or food storage areas. Boric acid shall be installed immediately before requirements of local utility officials. Design engineer shall prepare calculations , flues may be used only with European Copper chimney pots(see below.) installation of insulation in insulated walls or immediate) before installation of for pipe &equipment sizin accessory arrangement,etc., and shall prepare final It is the owners and/or contractors responsibility to obtain a saris exploration report. The A1.2 Site Plan cqw� SHADE TREES part cement, 1 part lime putty, 6 parts sand &shall conform to ASTM 270 and to Y p pg, Y 9 p p design of the project structure assumes an allowable soil bearing capacity of 2000 psf. 3 3. Chimneys shall be brick or stucco on 4"minimum masonry. BIA Designation M1-72. Lime putty may be omitted if plastic type cement is wall fi ish in uninsulated walls. Walls with exposed cavities do not need to be drawings accordingly. The Engineer shall be notified if soil conditions encountered differ from the noted 4. Chimney pots for clay tile or Isokern DM flues shall be traditional clay chimney treated with boric acid. 2. Furnish all piping,fittings,accessories,etc. or complete installation. assumptions. All requirements for site preparation and soil compaction specified in the DRIVEWAY A1.2 Site Plan used.All mortar joints shall be completely filled as the masonry units are laid. itfttassumr pots equal to Superior Clay. Chimney pots for metal flues shall be equal to 12. Prefabricated fireplaces and flues shall be UL approved supply p soils report shall be followed unless more stringent requirements are specified in these 4 10. Grout shall be freshly mixed of fluid consistency and uniformly mixed in the ratio p pp oved and installed as per 3. Insulate all domestic water su I lines in uninsulated spaces w/tubular foam p 9 q European Copper metal chimney pots by Jack Arnold. ' t manuf cturers specifications and accepted p plans. by volume of 1 part cement, 3 parts sand & 2 parts pea gravel. Fill cells of p ped construction practice. It the insulation. Insulation shall be of self-sealing type e or shall be taped closed masonry in vertical reinforcing in lifts not to exceed 48". Grout shall conform to builde 's responsibility to assure that all applicable codes regarding fire w/foil-faced tape. Q DIMENSIONS A2.1 First Level 5 SEALANT ASTM Designation C-476. separation, use of materials & other fireplace criteria are met or exceeded. 4. Cleanouts shall extend to surfaces or shall be provided w/access doors or 11. Verify masonry wall reinforcement&turn up equal quantity&sizes of rebar out 13. Builder shall coordinate flue height to match chimney height shown on similar devices. Cap all pipe to be left open overnight& protect pipe duringFIREPLACE Q s A2.1 First Level ;� of footing at locations for wall reinforcement so that reinforcement is continuous elevations. If gypsum board is used, install moisture-resistant gypsum board in installation from dirt, gravel &other debris which might cause blockages or flow 1. Use materials appropriate to the application for maximum life and optimum from wall into footing. restroo s&other rooms where water is present. restrictions. appearance. All joints should be sound, clean, dry & free of contaminants. 14. Builder shall coordinate all shelving &storage requirements with homeowner. 5. Center all fixtures in space allocated unless noted otherwise. WALL& DIMENSIONS A2.3 Third Level 12. Provide 3/4 x 12 anchor bolts at all reinforced CMU cores as noted above, or if 9 q Q 9 Caulking or sealant should be applied in accordance with spec data sheets and foundation is concrete, provide anchor bolts 48"OC maximum&at all comers& 15. Centerplumbing fixtures in space provided unless noted otherwise. Provide not 6. Lead solder is not allowed on this job. manufacturer's specific recommendations. Colors shall be selected by edges of openings for connection of framing to concrete or masonry work. less than the following clearances from finish wall to fixture on either side: 7. , Closely coordinate work with all other trades. Maintain ceiling heights & pipe a FENCE DESIGN A3.1, A3.2 Elevation homeowner from manufacturer's standard colors. Caulking or sealant shall beLavatory: spaces provided. - -�- 15 .Toilet: 18 . p installed so that finish surface is smooth,even&regular. CYT 8. All valves, cleanouts & control devices shall be accessible for operation & CEILINGS & ATTICS A3.1 Elevation 2. Caulking shall be installed at interior dry joints between dissimilar materials as � Wall Framing maintenance through access doors or panels manufactured for such purposes. Q DIMENSIONS required. Electrical Plan Notes 9. Soil &vent stacks shall have cleanouts as indicated on Drawings and/or as j 3. Sealant shall be installed at exterior or damp interior joints between dissimilar 1. All structural members-shall be sized to carr all imposed loads b a structural required by applicable codes for proper maintenance. - �� materials as required. Prime all substrates w/primer as recommended by Y p Y 10. Measure wall thickness before ordering exterior wall hydrants. Ceiling & Roof Framing engineer or other individual acceptable to state&local authorities. 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions g Y g g manufacturer of sealant. Apply sealant from the bottom up.Apply sealant when are in question, the electrician shall be responsible for obtaining clarification 11. Coordinate placement of all drains with flooring subcontractor. 2. Wall framing&blocking shall be white pine,spruce,or fir,stud grade or better. p 9 joint is approximately half-way between design extremes. Use flexible open-cell o before continuing with construction. Builder shall verify all dimensions & 12. All pressure piping located in inaccessible areas such as under slabs shall be 1. All structural members shall be sized to carr all im os4loads b a structural foam backer rods at all butt Dints to create a sealant joint no 3. All framing&blocking lumber shall be kiln-dried to a moisture content of 19/o or 9 Y y p Y ci polyurethane 1 1 better. - conditions at jobsite. continuous copper tubing without joints. engineer or other individual acceptable to state&local authorities. thicker than 1/2 the width of the joint, but in no cases thinner than 1/8"or thicker 2. Drawl s are diagrammatic only. 13. Coordinate with electrician concerning items requiring electrical service such as 2. Ceiling /8". La joint depth shall be no rester than 1/2 the width of the joint. 4. All wood in contact w/concrete, earth, masonry, or in a moist location shall be 9 9 y. Furnish all conduit, wiring, panels, breakers, g &roof framing&blocking shall be#2 KD southern yellow pine. than 3 p 1 p 9 1 pressure-preservative-treated with a water-borne preservative applied by discon iects, accessories,etc.for complete installation whether or not every item water coolers, sensor flush valves & water heaters. Coordinate service & 3. All framing &blocking lumber shall be kiln-dried to a moisture content of 19% or General Conditions vacuum process in closed cylinder&shall be kiln-dried after treating. is shov,In or specified. ampacity required. better. 9 M 5. Wood blockingshall be solid &shall match the depth of the primary framing 3. These drawings are intended as general guidelines for purposes of establishing 14. Provide expansion valves & pressure relief valves & drain lines from water 4. All wood in contact w/concrete, earth, masonry, or in a moist location shall be p p Y 9 1. These Plans are the property of STARR SANFORD DESIGN members. Provide blockingn wall to secure mounted millwork shelves,fixtures, certain minimum criteria, & do not necessarily represent the final layout, heaters. Route drain lines down to floor drain or utility sink in utility room or other pressure-preservative-treated with a water-borne preservative applied by C) iASSOCIATES, INC. These Plans are protected by Federal arrangement, size, brand name, capacity or other characteristic of the non-public areas where overflow would be noticed by homeowner. Do NOT vacuum process in closed cylinder&shall be kiln-dried after treating. CABINETS & FURNITURE mirrors, toilet accessories&other items requiring a permanentattachmentto the p Y p Yg' Copyright Laws. Any use of the information contained herein wall. engineered system. System shall be designed in accordance with all applicable locate pressure relief line terminations above any location such as sidewalks 5. Wood blocking shall be solid &shall match the depth of'-.the primary framing beyond the use authorized by STARR SANFORD DESIGN codes standards & requirements of local utility officials. Deviations from the where people might be standing in the event of activation of the valve. If line is members. 6. Interior walls shall be 2x4 studs (3 1/2 thick) &exterior walls shall be 2x6 studs q Y - ASSOCIATES, INC., or any duplication, publication, Sale Or concerts shown on these Drawings should be supported b design calculations. run to exterior, extend line concealed in walls to within 18 of finish grade & 6. Roof trusses shall be designed, fabricated & erected in accordance w/the (5 1/2"thick) unless noted otherwise. Exterior walls of garages&other unheated 9 pP Y 9 g distribution of any part of these Plans without the prior written areas shall be 2x4 studs unless noted otherwise. Desig engineer shall prepare calculations for loading & equipment sizing, terminate with 90°elbow pointed down. "Design Specification for Light Metal Plate Connection Roof Trusses" of the Millwork consent of STARR SANFORD DESIGN ASSOCIATES, INC. access arrangement, etc.,and shall prepare final drawings accordingly. 15. Provide pressure reducing valve as required for proper operation of the system. Truss Plate Institute. Truss manufacturer shall provide engineering design & 7. Headers shall be sized by structural engineer to meet all local live &dead load rY 9 P p 9 9 Y• p g g g represents a violation Of Federal Laws subject t0 the prescribed 4. Install GFCI outlets as required b applicable codes. These areas include Verify water pressure at meter to determine necessity of reducing valve. shop drawings which bear the seal of a registered engineer in the state in which requirements. Install minimum 2x4 liner under each end of all headers. Install q Y pp• p g g g penalties. 1. Do not scale drawings. Use only dimensions shown on drawings. If dimensions 2x6 over to late of wall in walls parallel to framingabove for sheetrock receptacles in a bathroom, kitchenette, or other area where running water is 16. Seal to wall, floor or countertop around all fixtures with tub & the sealant to work is to be performed. Shop drawings shall indicate the species, sizes & are in question, the builder shall be responsible for obtaining clarification before p p match color of fixture unless noted otherwise. 2. All work is t0 be in accordance with the latest codes. blocking. Install minimum 3 studs beam bearingpoints unless noted present or areas exposed to the weather. stress grades of lumber, metal connector plate sizes & types & bearing & continuing with construction. Builder shall verify all dimensions &conditions at @ p Local Ordinances: Atlantic Beach Duval County FI 5. Install ardwired smoke detectors with battery backup on all floors. Interconnect 17. Install shower heads 80"OC AFF @ wall penetration unless directed otherwise anchorage details. Truss manufacturer shall submit supporting design ` otherwise. rY p g pp g g Building Code: 2010 Florida Building Code Residential CA jobsite. detectors so that all will sound should one detector activate. Verify number of by homeowner. documents which indicate loading,section modulus, assumed allowable stress, 2. Field-verify all dimensions before beginning millwork fabrication. Verify all 8. Exterior Wall sheathing shall be 1/2 CDX plywood sheathing. Y g' Electrical Code: 2008 National Electrical Code �M4 9. Exterior Wall sheathingshall be wrapped in T ek Housewra ore equal. Install smoke detectors required & locations w/homeowner & code requirements. stress diagrams,calculations&any other required supporting information,which kitchen equipment sizes w/homeowner before ordering cabinets. pp Yv p q 3. It is the builder's responsibility to assure that all manufactured as per manufacturer's recommendations, making sure to achieve an airtight seal Detectors shall be installed in all sleeping areas just outside bedrooms as a is for file purposes only as the Architect shall not be responsible for checking 3. All cabinet dimensions shown on floor plans or elevations are to primary surface p g g articles, material, and equipment are applied, installed, at the edges of the wrap&at all interiorjoints. minim M. calculations. connected, erected, used, cleaned, adjusted, operated and of cabinet. Countertops typically overhang these dimensions & kickspaces 6. Some quipment shown on other plans may require electrical service,such as 7. Any hip or valley rafter over 28'long shall be Laminated Veneer Lumber. underhan them. Bath Accessories conditioned as directed by the manufacturers, unless herein Em� 9 water eaters, condensing units, air-handling units, condensate pumps, etc. 8. Roof sheathing shall be 5/8 Exposure 1 tongue & groove plywood glued w/ specified to the contrary. Builder shall follow all instructions to 4. Provide pre-finished closures, trim or moldings as required to fit walls or furrings. Finishes Electrician shall include electrical service to all such equipment. Coordinate with waterproof construction adhesive&screwed or nailed 12"OC to framing. sustain and preserve all expressed or implied warranties and 5. Builder shall provide adequate wood blocking in walls to secure millwork, other trades concerning items requiring electrical service. Coordinate service& 1. Bath accessories are generally not shown anywhere on plans, but should be 9. Hold roof deck panels apart as recommended by decking manufacturer. guarantees. shelves,fixtures, mirrors,grab bars&toilet accessories as required to walls. 1. Wallboard &ceilingboard shall be screw-attached 5/8"fire-rated sum board ampac ty required. Provide one duplex outlet&one light if unit is in non-lit area installed as noted below. Homeowner shall select accessories. 10. Hold roof deck panels away from items penetrating roof deck as recommended 4 It is the builder's responsibility to check all plan dimensions & 6. See Finish Schedule for wall base floor&other finishes. gyp for every condensing unit& every air-handling unit as required by applicable 2. Install toilet paper holder 24"OC AFF&minimum 36"OC from wall behind toilet by roof deck manufacturer to allow for expansion &contraction of roof deck. p Y 7. All materials shall be moisture-resistant in countertops w/sinks, lavatories or conforming to ASTM c36-64. Use of this material in lieu of standard 1/2"gypsum details for overall accuracy appropriate t0 the site & final codes.Outlet shall be weatherproof GFCI if unit is exposed to weather. (1 per toilet). Hip rafters, ridge boards, &valley rafters shall be one size larger than rafters. other plumbing. Plywood to be covered w/plastic laminate shall be cabinet-grade board will result in a stiffer, straighter,smoother wall at slightly elevated cost.All selection of masonry, floor joists lumber, structural members p g Yw p 7. Obtain name plate rating of all equipment before roughing in &provide wiring of 3. Install 18" towel bar in tub on wall opposite shower @ 60" OC AFF (1 per 11. Purlins shall be 2x4s 16"OC. Provide 2x6 rafter ties at all Locations where ceiling ` AA fir plywood.All totally concealed wood framing shalt be#2 southern yellow details used in these drawings are based on 5/8"gypsum board. veneer, roofing, etc. Names of materials & manufacturers proper size voltage&ampacity. Provide fused or non-fused disconnect switch bathtub). joists run perpendicular to rafters. 2. Wallboard @tile shall be equal to Georgia-Pacific Dens-Shield the backer board. � Shown On these Plans do not represent any endorsement Or pine. �, as required. 4. Install 24"towel bar outside tub or shower @ 48"OC AFF(1 per tub or shower). 8. Sections and details shown may not cover all cabinet conditions but are 3. Wallboard @damp areas shall be equal to screw-attached 5/8 moisture recommendation by SANFORD DESIGN ASSOCIATES, INC. resistant gypsum board @ all areas exposed to high humidity levels such as 8. Provid panelboards of proper voltage &ampacity for all electrical circuits. More 5. Install soap dish @ 36"OC AFF(1 per lavatory). Lighting 5. Final selections Of materials to be used are the responsibility of intended instead to indicate the general design and character of the cabinets. In bathrooms. than one panel may be required due to number of circuits required. Provide a minim m of 8 spare circuits. the homeowner and/or builder, including, but not limited to cases where no detail is shown, use most similar condition detailed and modify OFFICC";" COPY for cabinet elevation shown. 4. sheetrock accessories shall be equal to USG.All exposed corners and gypsum proper installation of materials,, n a i I i n g, gluing, cauIking, board edges shall have appropriate metal accessories. Sheetrock'oint treatment 9• Verify service requirements with local power company including transformer 1. Light fixtures shall be located as close as possible to locations shown on this insulating,, flashing, roofing weatherproofing & many other g1 locations & types, disconnects at exterior of building, voltages, am acities & Auxiliary Systems g, g- - materials shall conform to ASTM c476-64. Tape all joints&apply 3 coats of joint yp g� g p plan. Fixtures shall align with or center on each other or with adjacent small items & details not necessarily indicated on the Plans compound.Sand between coats and after the final finish coat. other etails of electrical construction. Size all feeders according to NEC architectural elements. Coordinate locations of light fixtures with HVAC grilles Over which SANFORD DESIGN ASSOCIATES, INC. has no Tile showers shall be constructed to at least the following minimum standard: requir ments. 1. No alarm systems are shown. Verify alarm requirements with homeowner & so that they align with or are at least symmetrical with each other where there control or responsibility. 5. Wall tile shall be installed over Georgia-Pacific Dens-Shield tile backer board or 10. Run all cable concealed in walls,ceilings or floors unless noted otherwise. install as required. may be conflicts. Grilles & registers shall be blocked as required so that they 6. These plans provide ideas & concepts & are not intended to be equal and shall be installed to an elevation of 72" or higher as required to 11. Support all fixtures&other items rigidly from structure of building. 2. Telephone outlets may not be shown. Verify telephone requirements with align with light fixtures. Light fixture &switch locations shall be reviewed & complete in all respects & details of weatherproofing. Use of a Construction Set produce full (uncut) tile throughout the height of the wall. The floor shall be 12. GFCI receptacles may be laid out so that one GFCI receptacle protects other homeowner& install as required. Consider home-running all telephone cable approved by Owner or Interior Designer before installation of sheetrock or other potential variety of window or door brands & types & use of standard receptacles beyond it if there is at least one GFCI receptacle in a room (8-wire cable suggested)to a single telephone backboard located as directed b wall &ceiling finishes. prepared by grouting to slope to drainoverawaterproofinembrane. Floortile 99 ) g p Y g different materials & thicknesses Can change details. shall be laid according to Owner or Architect. Small bullnose trim shall be used and if triey can all be on the same circuit. homeowner as this will allow for much greater future telephone system flexibility, 2. Center items shown in ceiling areas unless noted otherwise. Additionally, varying Codes & regulations, foundation Project #: 13. Insulat &seal solidly behind receptacles in exterior walls. including modem&telephone system capabilities. 3. Coffer dimensions are shown to face of framing unless noted otherwise. at all edges. Cove trim shall be used at all interior comers. requirements & electrical & mechanical plans can also change 14004 6. Remove all rust, grease &erection marks from surfaces to be painted. Fill and 14. Kitche equipment service may not be shown on plan.Verify whether equipment 3. Computer outlets may not be shown.Verify computer network requirements with 4. Switches shall be located adjacent to but not intersecting door casing or trim. details. sand all woodwork with an appropriate filler before beginning work. Filler coats should be hardwired or requires an outlet&connect as required. Provide circuits homeowner&install as required. Consider installing all computer wiring in 3/4" Verify trim size &selection for each room. Grouped switches shll be ganged 7. It is the builder's responsibility to assure that all work is in Date: shall be applied after the priming coats are dr on surfaces scheduled for sized s required for load. conduit for future upgrade purposes and homerun to a network backboard tight together&shall be covered with a single plate designed for that purpose. 7/ 16/ 15 pp p g y strict accordance with the latest edition of all applicable painting or enameling. Filler shall be tinted to match woodwork on all stained or installed as directed by the homeowner.Also consider installing CAT-5 cable if Switches shall typically be mounted 48"AFF to center of switch. National, State, and Local Building Codes. It is the builder's natural-finish surfaces.All knots, pitch pockets&sap streaks shall be shellacked the house is being constructed on a speculative basis since this is the most 5. Support all fixtures rigidly from structure of building. responsibility t0 assure that all work is in strict accordance Revised: before paint is applied. All finished surfaces shall be left smooth, even &free common network cable currently in use. 6. Verify device&plate colors with Owner or Interior Designer. with the latest edition Of all applicable Construction Standards. 8 /21 / 15 from defects. Brushwork shall show even coatings free from brushmarks. Do not 4. Cable TV outlets may not be shown. Verify cable TV requirements with 7. Consult Owner&add exterior security lighting if required. Verify lighting type & 8. Names of materials & manufacturers shown on these Plans do roll-apply an paint on trimwork or other wood.Trim shall be brush-applied only. homeowner&install as required. switching. not represent any endorsement o r recommendation b pp Y Y p pp Y• p Y Y No paint shall be applied to wet or damp surfaces or until undercoat is dry. 8. Consult Owner& add landscaping lighting if required. Verify lighting type & SANFORD DESIGN ASSOCIATES, INC. Final selections of Coverage shall be complete so that no rimer or substrate may be seen through switching. Connect all exterior lighting to photocell control relays with timeclock g p p y g Interior Dam roofin materials to be used are the responsibility of the homeowner the finish coat(s). PP override for time-controllable illumination during darkness. and/or builder, including, but not limited to proper installation 9. All fluorescent lamps shall be warm white deluxe, of materials, nailing, gluing, caulking, insulating, flashing, 1. Vapor barrier shall be installed under new wood flooring on existing slab&shall 10. All light bulbs shall be compact fluorescent bulbs or LED, Owner to select. roofing, weatherproofing & many other small items & details be lapped 6"minimum at all joints. not necessarily indicated on the Plans over which has no Sheet control or responsibility. SANFORD DESIGN ASSOCIATES, INC . not be held liable for any errors, omissions, or deficiencies in any form by any ,party whatsoever for these various details. A001 Site Plan Notes F 1. This drawing is based on a boundary & topographic survey made by Existing Houses footage Boatwright Land Surveyors , INC. of Jacksonville Beach,March 6th 201[4. E mS g � 2. See site survey for existing conditions not shown on this plan. Existing Covered Structures Footprint 2,1[67 sq ft 3. Contractor shall establish finish floor elevation. ' } Building layout dimensions are shown to outside face of foundation wall. : Existing Impervious Lot Coverage(Concrete) 957 sq ft See Floor Plans for clarification. Total existing habitable 3,124 sq ft 48.o2% 4• Parking dimensions are shown to front of curb unless noted otherwise. Curb & gutter dimensions are shown to back of curb unless noted otherwise. New House sq footage 5. Work shown is new unless specifically noted as existing, 6. The General Contractor shall verify all property lines, easements, New Covered Structures Footprint 2,940 sq ft dimensions & setback requirements w/the appropriate department of the New Impervious Lot Coverage(Concrete) 291 sq ft City of Jacksonville Beach. �::,��E,r,,,,I r•„•-��;, Total New habitable 3,23;[sgft 49.6G% 7. Construction materials, equipment&procedures shall be in general accord with the Florida Department of Transportation"Standard Sppecifications Increase from exist' ion sgft for Highway Constructions", latest edition, as modified by technical clo,l .,1!<""'`','`' '^'".'""" r90i 206 193� T11 ecifications. Copyright ©2015 Starr Sanford 8. driveways shall extend entirely to public streets to which they connect, Design Associates, Inc. All rights whether shown or not shown. reserved. The design concepts, 9. Transition smoothly from new asphalt to existing asphalt in a manner that drawings, written material, and Z will facilitate the smooth flow of water without puddling or ponding. specifications of this document are 0 the property of Starr Sanford Design -Co Associates, Inc. No part of these N o documents shall be copied,disclosed to others, or reproduced in part or Z m -- CONCRETE silt fence around construction site) Existing Lot Area Calculations whole in any form without the Z) a silt fence around construction site 130.56' (ACTUAL) (130.50' PLAT} (130.77' FIELD - SET 1/2 IRON written consent of Starr Sanford PIPE,LB3672 Design Associates,Inc.Do not scale h � LOT 5 Lot 6 Sob sq ft drawings.Use given dimensions only. WOOD DECK B L O C K 28 Y dashed line r - - - - , FOUND"X" If not shown, verify the correct represents new construction I I CUT(3.0'S'Iy) Existing Impervious Roofed Structures 2,107 sq ft 32-39% dimensions with Starr Sanford - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - � � - Design Associates, Inc. Contractor Q o S 0 Existing Impervious(concrete,pavement) 96o sq ft 14.'76% shall check and verify all dimensions W �r \��m� Q and conditions of the job site. o v \ Existing Total Impervious 3,067 sq ft 4715°�O _J 3 �I 1C W a ' ,.,0/ vl o V 0 V a m y; Z 0 `COY (�J/�� ;o Q J New Lot Area Calculations WStMy c) E •Y V m CD MASS #kl D ���0,0 1$'MR►'",0kME A/C o 2 o s ft 1 % DC m ItI © � New Impervious Roofed Structures ,94 q 45 9 Q Q m; FRAME ; CL y CONCRETE ALL 6-. RESf©ENCE ! ER �4 Q New Impervious(concrete,pavement,&future pool coping) 93 sq ft 1.43% W (� remove existing wall 2, I�FBER 273 1 ! 1 r J > f f f==parking = 1 Q 2 W New Open Cell Pavers @ 50%;396 sq ft 198 sq ft 3.04% LU a h 22' '. 'Y " Y - ,V o Q New Total Impervious 3,231 sq ft 49.66% O ,„ . ,Y . Y . I r q Q < CQ •} }� remove existing building \ / � F' a & all site features Z h h F n CRITERIA: >~ ' : :_ remove existin buildin " I c : 0 Q •_ Y . .v . v . I 9 g U }' DESIGN U-1 o �, {. : ;{. : ;{ ;., m & all site features ' Q 'Q Building Classification: Residential U w ., h w �WM� S_' Building Type: Type V Construction O i 1 v I LL W LL_ � o Y •CONCRETE7DRIVE } V. } •IY } } r } I ; ' / N I •{ •{ O Unless otherwise noted,project site considerations shall be the responsibility of the �•••- a; remov' existingedrive ,t , 8 owner and/or contractor.Examples of such items include,but shall not be limited to, A JV h A L = v � . � +1 ' ' • ' � _ , and ectal requirements determination of grade elevations, drainage features sp qu' •CONCitETE'•v I associated with FEMA flood hazard and/or DEP zones. �1 ` >. w r Yn r. M r rt s w r 4 YY••.�+•. d1.4 Yt errkove exisfiqg con cre & L _ _ - ,r� ,allrsite features - The contractor is responsible for the means and methods of construction. It is the Y :`{� k, ^• .: END of CHAIN-LINK WOOD DECK , C�ONCIZETF,INA'LK, } ' ' �'""" contractor's sole responsibility to determine the procedure sequence, and O Construction du,pster,' } 'remove existing concrete&.all site featurec4w� s FENCE=0.1' remove existing deck&all site features Portable ; ; ° OFF LINE Restroom O temporary bracing as to insure the safety of the building and its component parts during construction. ,•:. `• '„:r^.. '.•, .v r , LOT 5 4 WOOD FENCE remove existing fence&all site features 4'WOOD FENCE The contractor shall verify all conditions and dimensions at the job site prior to FOUND 1/2"IRON PIPE,LB 1048 - - - - - _ RICK WALL ON LINE silt fence around construction site FOUND 1/2"IRON LOT 4 commencing work. 6'VINYL FENCE silt fence around construction site PIPE,NO CAP 129.84'(ACTUAL) 129.90'(PLAT} 129.94' (FIELD) 4'CHAINLINK FENCE The contractor shall supply, locate, and build into the work all inserts, anchors, ^1 angles,plates, openings, sleeves, hangers, slab depressions, or other components as �✓ may be required to attach and accommodate other work. It is the owner's and/or contractor's responsibility to obtain a soils exploration report.The design of the project structure assumes an allowable soil bearing capacity of 2000 psf. The Engineer shall be notified if soil conditions encountered differ from the noted assumptions. All requirements for site preparation and soil compaction specified in the soils report shall be followed unless more stringent requirements are specified in these plans. !� DRAWING M 1 I1 A EXISTING SITE PLAN 1 O' nosing paver&square paver as shown for 2" (TYPICAL TREAD) finish tread,rowlock for finish riser over 1„ 3/4"mortar bed as shown over 4000 psi 5 z air-entrained concrete steps w/6x6 6/6 WWM over gravel drainage fill see other details for landing pavers W fu .. .. NOTE: Surveyor to locate & stake footprint -0 -0 •• ', a-J e of Structures prior to commencement of construction a .•• •• -'o • ." D D Z S✓ D D- " IL .}�. 0 O go o o' . N O pop0o 0 ' 24'-O" 28'-0" +/- 37'-O" N ° D a Z LOT 6 a 3 wood fence (ACTUAL) ) ( ) p . •. D UJ wood fence 130.56' ACTUAL (130.50' PLAT 130.77' FIELD SET 1/2" IRON e PIPE,LB3672 e '• ' CD • .. .. ^ Loi- 5 •• . os "µd 4 ood D a► _3 nt ' provide propane b FOUND„X„ coo line stub out for grill fen CUT(3.0'S'ly) ..D �c ».y ' ". ■ - O F +24 2 o o l� 54. y� eY uP 1 � O 0 ° +L J p O :+24' w O ° oC U +20 a 1 covered 0 0 0 0 0 0 F__I breezeway U ° o ° CD ft,. .. a tabb Stone 8° r J DRAWING Y +2b 1 1 1/2 It.° #1 Oster m 18 � ,. ,. LANDING 1 11 ,. .,: .. . BRICK EXTERIOR STAIR TOP r FFE to be Q open ceu ,► 8 ° g °°° House FFE to be w , o a O pavers -16 below a do I �„ t -, o LU _ � e�e k � � mAbove grad � D 1 1 a »"wc4 J '� Z W �' (TYPICAL TREAD) J _ +°�°°g_ , + 4 I , provi ropane stub 1 z / $ W nosing paver&square paver as shown for 1 ICI N , I A for ga lighting here a` leg +18" , +18' Q finish tread,rowlock for finish riser over „ O I r`- - - - - - -- 51 �°°�a3#r�� •' open Cell Q a 3/4"mortar bed as shown over 4000 psi 2 q �. I ' ' +20� ' pavers air-entrained concrete steps w/6x6 +11 I I i +1�1 o i9'� + = 6/6 WWM over gravel drainage fill Z + > Q I .1 � U Q W , 1 +f2'l W 3 i U LL +5" :. Construction Set 3 i i f U_ 1 _ Future r. � +Q '• 18' Pool ' r Q-"� 0 D 1 � 17 ° _ _ •• o +10 Project #: -� N D H w • V r _ . r r w r r r _ - r r r r r r.,. .+ r r r r r J 1 l •� 004 14 o, outdoo Ao Date O � shower 7- a> +9„��• m ••" .. • 1 atT a •• D .. D r.r. � .�..ri V co 7/ 16/ 15 I m LOT ,5 .. , wood fence wood fence wood fence .• D •=. . • . • . • . . • • . • • • Revised. FOUND 1/2 IRON FOUND 1/2"IRON 3 LOT ^ "gPnik see ai deta ewhere) 8 /21 / 15 PIPE,LB1048 129.84'(ACTUAL) 129.90' (PLAT) 129.94' (FIELD) `t PIPE NO CAP ••- ';, � a _: - uHco ' °6"c�ncro to Sl � 's �OC6 �_.p � over compa�e earth D D : o p D D : D p ► .• a •' a •• e " � •' e man �•t, • 1.1 '• 1.1 '• 7.1,�• �•t,�• _'7.1,'• 7•�,�• 7.1/'• _•.�•�1'• _•.�•�1' __�•�1-' Sheet 1....., 1'I.....,'1'1.'...., 1'1.'...., I.'...., J. ...., 1'1. ...,•1'I....., 1'1....., 1'1.....1�1'I.....,�1 1.'....,•1 1.'....,�1 1.'....,�1 I.'....,:1 1.'....,�1 1.'. ••,"r'_1. •�,_.r:_1. •.,"r'_1. ..,_.r._1. .,:.r:_1..�.,_•r_,•1.��.,:'Y''1.'..,"r'.1.•..,..r'_1.' .,..r._1.' .,..r._1.' Ale2 SGL. DRAWING Y 6GL. DRAWING M II B 10' A 1 2 RICK EXTERIOR STAIR BOTTOM LANDING 110" A1 .2 SITE PLAN • 3/4"hardwood plywood cap over 2x4 ' - - - - - Studwall Floor Plan Notes Wall Material Key . wa 1 as fle1a.ed elsew sere ., ' '. ' •, ' face brick , window(see details elsewhere) 1 1. Do not scale Drawings. Use only dimensions shown on drawings. If 4,R 1x4 jamb casin EF San Juan BC4o97 dimensions are in question, the builder shall be responsible for obtaining , EF San Juan BC4097 . ' . ' . ' clarification before continuing with construction. Builder shall verify all dimensions&conditions at jobsite. filler brick ' 2. Dimensions shown are to one side of interior walls or to outside face of • ' . • . ' stud or masonry on exterior walls unless noted otherwise. firebrick 3. Builder shall establish finish floor elevation in consultation with ,. wall as detailed elsewhere • ' , - homeowner. Builder shall take into account design intent,including number ` • - - of steps,water table masonry, etc. Builder shall also assure that there is interior insulated wall (all exterior walls are to be insulated i/4"reveal to frame(typical) adequate clearance between finish grade&anwood construction. unless noted otherwise in Wall Sections) IX sill cut as shown over .,a 4. Locate doors so that door casing abuts wall finish of adjacent wall unless '"'11''11 '=°"#''' °"' ''"•i'" EF San Juan BC4097 4 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 interior 2x6 wood stud wall(all exterior walls are to be 2x6 „.j „ 1101 206 19.7 • 1„ where a door is shown approximately in the center of a wall, locate door in wood stud walls unless noted otherwise in Wall Sections) ' 4 1"X I 1/4"hardwood nosing over 3/4" the exact center of the wall. Copyright ©2 a 15 Starr Sanford • ' • ' 1/4"reveal to frame(.ypical) cove mould S. Verify window rough opening head height with Elevations. See plans & Design Associates, Inc. All rights I X6 hardwood skirt exterior elevations for window ali nments, window types & muntin wall finished both sides reserved. The design concepts, ix4 casing . ' . ' sheetrock finish over 2X4's i6"OC patterns. Adjust head hei hts slightly less than 1 3/8") as required to course drawings, written material, and door or window(see details elsewhere) g s�eeciroperty fications of this document are with masonry veneer, if any. Provide filler strip between window and tpof Starr Sanford Design masonry sill if required to allow the masonry sill to course with surrounding wall finished one side Asociates, Inc. No part of these brickwork. In no case should brick be cut to either course with the head or documents shall be copied,disclosed the sill of a window or door. to others, or reproduced in part or • ', '. '. •. •. •. 6. Window sizes indicated on plans are generic sash sizes. whole in any form without the • .' .' 7. Refer to plans & exterior elevations for window types. Coordinate Insulation Schedule written consent of Starr Sanford ' operability of windows&direction of swing of casements w/homeowner. Design Associates, Inc. Do not scale p Exterior Wall Size Minimum Wall insulation Minimum Roof Insulation • 8. Walls, ceilings & floors of ancillary spaces such as closets & storage areas - - drawings.Use given dimensions only.If not shown, verify the correct shall match the rooms they serve unless noted otherwise. 3-5 sees s -13 -30 dimensions with Starr Sanford 9. Coordinate location of utility meters on site to be away from public view or 2x s s -19 -3 Design Associates, Inc. Contractor • , ' and to minimize visual impact from any area of the site.Hold meters as low or 2x studs -20 R-6o shall check and verify,all dimensions • as possible to allow more effective screening. Reatea areas o is ui ing are o e insulated,whether s own or no shown in walland conditions of the job site. 1o. Sprinkle powdered boric acid onto bottom plate of wall at a rate of 1/8 cup sections.Unheated areas may be insulated. See wall sections for clarification of insulation DRAW,N°M SCAL'f DRANMNG� su�l; ORAWINGN S""„ Eath er 2' of plate except I/4 cup per 2' of plate in walls adjacent to kitchen, locations. Ceiling insulation thickness is based on exterior wall insulation thickness,not on SILL ELEVATION / SECTION UA2 C ASINGELEVATION / SECTION „ WOOD WALL CAP DETAIL „ size of interior artitions. The Architect strop 1 s ests s ra foam insulation a ual to or other wet or food storage areas. Boric acid shall be installed P strongly "� spray q A2.1 1 -O immediately before installation of insulation in insulated walls or Icynene,which seals drafts much better than fiberglass batts. immediately before installation of wall finish in uninsulated walls. Walls with exposed cavities do not need to be treated with boric acid. 11. Prefabricated fireplaces and flues shall be UL approved and installed as per FIRST LEVEL WINDOW SCHEDULE FIRST LEVEL DOOR SCHEDULE manufacturer's specifications and accepted construction practice. It is the F IDTH EIGHT TYPE DESIGN NUMBER qty WIDTH HEIGHT TYPE REMARKS FIRST LEVEL FINISH SCHEDULE builder's responsibility to assure that all applicable codes regarding fire CHES INCHES INCHES INCHES NUMBER ROOM N E FLOOR BASE WAINS CHAIR WALL CROWN CEILING HEIGHT REMARKS separation,use of materials&other fireplace criteria are met or exceeded. 84 Double Hun 6 lite above/ 1 li t below IoI 1 36 96 Solid Owner to select 3- oint lock&o erable shutters MATL. FINISH MAT'L. FINISH r2. Builder shall coordinate flue height to match chimney height shown on 24 S ecial-Owner to rovide Io2 1 36 96 Full ass exterior use a roved 3- oint lock&screen doo 10I Front Porc I Tabb Stone none none none o en rafters #1 O ster Tabb Stone w/matchin bullnos 13. elevations. 48 Casement 4 lite above/ 1 li t below 103 1 36 96 Full ass exterior Io2 Fo er Wood IXIO W/CAP none none Wood aint Wood io'-o" Painted wood beams as shown on lan If gypsum board is used, install moisture-resistant gypsum board in 48 Double Hun 6 lite above/ 1 li t below Io4 2 48 96 Full lass exterior 8'Slidin door unit Io3 Pant Tile TILE none none . bd. aint WM 47 .bd. Io'-o" Owner to select floor material. restrooms&other rooms where water is present. 60 Double Hun 6 lite above/ 1 li t below 105 2 36 96 15-lite double french door Io4 Bath Tile IXIO W/CAP none none Wood aint WM 47 Wood Io'-o" Owner to select floor material. 14, Builder shall coordinate all shelving & storage requirements with 84 Double Hun 6 lite above/6 li t below io6 2 36 96 15-lite double french door 105 Kitchen Wood IXIO W/CAP none none Wood paint WM 47 1x6 painted T&G Io'-o" homeowner. I07 1 24 96 Solid SP1010 Stileline Plank Series io6 Dining Wood IXIo W/CAP none none Wood paint WM 47 Wood Io'-o" „ 1 . Center plumbing fixtures in s ace provided unless noted otherwise.Provide Io8 1 30 96 Cased Opening Io7 Living Wood IXIO W/CAP none none Wood paint Wood Io-o Painted wood beams as shown on lap 5 P g log 1 32 96 Solid SP1010 Stileline Plank Series Io8 Covered BreezewayTabbyStone none none none open rafters #1 Oyster TabbyStone w/matchin bullnos not less than the following clearances from finish wall to fixture on either 110 1 32 96 Cased Opening G-109 Garage Sealed Concrete none none none . bd. paint none . bd. Io'-0" side: Lavatory: IS".Toilet: 18". G-III 1 36 96 Full lass exterior G-I IO Gara e Bath CEMENT TILE TILE none none . bd. paint none . bd. 9'-3" G-112 1 36 80 Fiberglass Wood flooring to be:White Oak,wide plank,random width G-113 1 108 96 Garage Door Insulated,vertical 1x6 designw/lites G-114 1 108 96 Garage Door Insulated,vertical 1x6 designw/lites G-115 1 36 80 Solid Plank Door vertical 1x6 w/lites G-116 1 30 80 Solid SP1010 Stileline Plank Series G-117 2 24 80 Louvered doors 24'-0" 28'-0"+/- 37'-O" 1 O'-0" 4'-6" 15'-0" 4'-6" 1 i'-4" 5'-4" 111-41' 2'-0" 7'-7" 1 O'-5" 1141-01' 3'-0" 8'-0" 3'-4" 3'-4" 8'-0" 5'-4" 7'-4" 3'-0" NORTHERN BOON ARY� 6 19 B 2t 24 A A9.3 A9.2 A9.2 A9.2 A9.2 O 1D iE 1E 1E 1E GI 15 hose bibb 0 0 se hose bibb N ibb I k r o FRO 7f�- beam above beam above "8""deepl�w�-� -8'Zi�ep/�"'wae 23 Isokern -- --- - beam above beam above workbench 3 = ( I propane or gas I A9.1 i - I 20 ( ) ( I I 15'-5 2, 61 _611 6,_6, 5,_9 2, A9.3 I I L l _ co Storage A9.2 I I I I I I = ----- a I I �` I I I I I I I 1105 C..� 5 = I �1Covered 11 step down 4" V r o rnls a oor I I step wn 4" I N ISI Co eed ISI I I I I I torn►s Breezeway N b I ;I 1 ;1 1 ;1 171 I 4� + LlB I 108 104 Dining I @I° I @I I�I >I A9.3 a A9.3 I I I I 106 I Living I E 0 +o b II IICD I la 107 �cEo1 I I I ISI ISI ISI 00 ----- I I I I I I I F ° P rc 21 G t 14 ' `� I F I 1 01 I I _ � - ---- - 4 I I I I I1O6 _, A9.3 beam above beam above begm above CD -- ----- - A -- I I I I I I A G�1 A9.1 --- 6 I I I I to in,s a oo M half wall $ beam above _ half wall step wn 4" „ is7 � 3 a ---9'-a--- 3'-0" I w step ow 16" B o N I@ I I I I I b b - , _ _ _ _ _ _ _ _ _ _ _ _ _ --- a a N Garage G 1 1 1 A9.2 _ - align doors&head heights 103 I I I I I I I eep "-w� t*1 in G 109 gI I I I step own 5" provide in-wall wood blocking as required 100 3 beam above for all cabinets,wall cabinets,towel 'X - g"deep/4"wide ___ _____ I � and plumbing accessories Vim= "x 8"beam above 108 �, N - -- ---- I to Qo O I n u I ( 101 A A ( 3'-6' 3'-1 t�'' 3'-8" I Ua Foyer I I ste�do n 4" O A9.3 A9.3 •� 4 i 102 7 G113 I I o I o0 L O L - ID " J -�-- �' a' N O ° i�p cn cn 'x 8"beam above o �, 5 m ----- °� Kitchen Bath N .rl03 - 1 C 105 10 4" v ca �CO � CD �v► Z� ' = o m CltiGty Sin , f^ ------ vi ( ro m (�I °_° with hose bib ° 15-1 1 2p rain 16 shelve 10-3-3' , •111 � I below wall ,� ;�, I pp ( as faucet t0 1 C41-411 51-1" 1 91-411 ° I o � ° � -- - � � -- ---- I I 1F I Construction et 4 �, x 8 beam above G116 G117 O - 1C � '�N 1 t0 N co a Pantry I °1 Project #: --- t0 104 I I I 1 F 0 r ko washer dryer up UP O B I I I I B 14004 Bath N II i� = 107 = Date G-110 provide d er in-wall A9.1 1 C ='N "dee /4"wid 60 A9.1 • P -- 8"deep/4"wide c� beam -- ven box _ coffee - beam above 7 / 16 / 15 11 G112 �- 102 Revised: outdoor shower gate hose bibb �--- -- --hose bibb.- 8 /21 / 15 pebble floor k tC 1C I 1B 1F N ZZa A 3 A9.2 bench 'o► louvered wall 12'-2" 5'-6" 8'-T' T-9" 11 61-01 Sheet 8'-0" 12'-2" 3'-0" 10" 40'-011 7'-0" A2 * 1 oA�. gate FIRST LEVEL FLOOR PL_A_N 1'4" A2.1 r5 „ 840 sq ft this level 1,319 sq ft this level 0 2' 4' 6' 8' 10' 12' 14' 16' top of finish stringer b yond SEE SECTION OR NOTES 0 t"UNLESS NOTED) u SECOND LEVEL DOOR SCHEDULE White oak treadw/int gral I"nos' &3/¢ Floor Plan Notes Wall Material Key integral or applied(shown) cove at 1 4NUMBER qty IDTH HEIGHT TYPE REMARKS Contractor's option INCHES INCHES 201 1 24 80 Solid SP1010 Stileline Plank Series face brick ��1. . I. Do not scale Drawings. Use only dimensions shown on drawings. If �t a _ 202 1 30 80 Solid SP1010 Stileline Plank Series dimensions are in question, the builder shall be responsible for obtainin a 203 1 30 80 louvered q p g . 20¢ 1 24 80 Solid SP1010 sliding Stileline Plank Series Sliding door clarification before continuing with construction. Builder shall verify all z 205 2 30 80 Solid SP1010 Stileline Plank Series dimensions&conditions at lobsite. filler back 2o6 1 32 80 Solid SP1010 Stileline Plank Series 2. Dimensions shown are to one side of interior walls or to outside face of W 207 1 30 80 louvered stud or masonry on exterior walls unless noted otherwise. J 208 12 24 80 Solid Plank Doors Sliding vertical 1x6 3. Builder shall establish finish floor elevation in consultation with firebrick w a 209 2 24 80 Solid Plank Doors Sliding vertical 1x6 homeowner. Builder shall take into account design intent,including number 210 1 32 80 Cased Opening of steps water table masonry, etc. Builder shall also assure that there is 211 1 32 80 Solid SP1010 Stileline Plank Series interior insulated wall (all exterior walls are to be insulated W adequate clearance between finish grade&anwood construction. tom of finish stringer 2I2 1 32 80 Solid SP1010 Stileline Plank Series unless noted otherwise in Wall Sections) „i,,,,;,. '� 1 24 so Solid Plank Door vertical 1x6 4. Locate doors so that door casing abuts wal finish of adjacent wall unless i oak riser cut fro I Z G-2I3 1 36 80 Solid door w/11ite half lite above/ 1 panel below noted otherwise or unless door casing is narrower than 3 1/2". In this case, roug cut from 2)t8(this member G-214 wilI pa r wall tc wall,so this stair G-2I 1 60 80 louvered bi-fold unit install door frame with appropriate shim space against liner and stud. Do interior 2x6 wood stud wall(all exterior walls are to be 2x6 does not req enter carriage) Z G-216 1 32 80 Solid SP1010 Stileline Plank Series not omit stud or liner to get the door closer to the adjacent wall. In cases �, tread cut from 2X 0 G-21'7 1 30 80 Solid SP1010 Stileline Plank Series where a door is shown approximately in the center of a wall, locate door in wood stud walls unless noted otherwise in Wall Sections) bottom of carriage be notched from W G-218 1 30 80 Full lass shower door the exact center of the wall. Copyright ©2 015 Starr Sanford 2xI2(do not oversawno N 5. Verify window rough opening head height with Elevations. See plans & Design Associates, Inc. All rights see elsewhere for finishes W exterior elevations for window alignments, window types & muntin wall finished both sides reserved. The design concepts, W SECOND LEVEL WINDOW SCHEDULE yp drawings, written material, and patterns. Adjust head heights slightly less than 13/8 ) as required to course specifications of this document are \ NUMBER WIDTH EIGHT TYPE DESIGN with masonry veneer, if any. Provide filler strip between window and the property of Starr Sanford Design \ INCHES INCHES mason sill if required to allow the mason sill to course with surrounding wall finished one side 2A 36 60 Double Hun 61ite above/ 1 light below masonry q �' g Associates, Inc. No part of these 2B 24 48 Double Hun 4 lite above/ 1 light below brickwork. In no case should brick be cut to either course with the head or documents shall be copied,disclosed 2C 24 24 Fixed 4 lite opaque ass the sill of a window or door. to others, or reproduced in part or 2D 36 60 Casement 6 lite above/ 1 light below 6. Window sizes indicated on plans are generic sash sizes. whole in any form without the \ 2E 32 60 Double Hun 6 lite above/ 1 light below 7. Refer to plans & exterior elevations for window types. Coordinate Insulation Schedule written consent of Starr Sanford \ 2F 24 48 Casement 4 lite above/ 1 light below op erabili of windows&direction of swing of casements w/homeowner. Design Associates,Inc.Do not scale r g Exterior Wall Size Minimum Wall insulation Minimum Roof Insulation drawings.Use given dimensions only. 2G 30 38 Double Hun 6 lite above/ 1 light below 8. Walls, ceilings & floors of ancillary spaces such as closets &storage areasSLUg ' g \ 2H 24 60 Double Hun 4 lite above/ 1 light below - If not shown, verify the correct shall match the rooms they serve unless noted otherwise. 21 28 54 Double Hun 61ite above/ 1 li ht below � 3-5 sees s -13 -3o dimensions with Starr Sanford 9. Coordinate location of utility meters on site to be away from public view or 2x studs -19 -3 Design Associates, Inc. Contractor and to minimize visual impact from any area of the site.Hold meters as low or 2x s s -20 o shall check and verify all dimensions as possible to allow more effective screening, ea a areas o Is ui ing are o e ensu a e ,w e er s own or no s own In wa and conditions of the job site. 10. Sprinkle powdered boric acid onto bottom plate of wall at a rate of I/8 cup sections. Unheated areas may be Insulated. See wall sections for clarification of insulation °""-- 5C ` er 2' of plate except I/4 cup per 2' of plate in walls adjacent to kitchen locations. Ceiling insulation thickness is based on exterior wall insulation thickness,not on size of interior partitions.The Architect strongl suggests spray foam insulation equal to WOOD STAIR DETAIL Eath or other wet or food storage areas. Boric acid shall be installed y A2.2 1 _p immediately before installation of insulation in insulated walls or Icynene,which seals drafts much better than fiberglass batts. immediately before installation of wall finish in uninsulated walls. Walls with exposed cavities do not need to be treated with boric acid. II. Prefabricated fireplaces and flues shall be UL approved and installed as per manufacturer's specifications and accepted construction practice. It is the SECOND LEVEL FINISH SCHEDULE builder's responsibility to assure that all applicable codes regarding fire NUMBER Room NAME FLOOR BASE WAINS CHAIR WALL CROWN CEILING HEIGHT REMARKS separation,use of materials& other fireplace criteria are met or exceeded. MAT'L. FINISH MAT'L. FINISH 12. Builder shall coordinate flue height to match chimney height shown on 201 Hall Wood Ix8 w/cAP none none .bd. paint wM 47 . bd. 9'-o" 13. elevations. 202 Bath Tile Tile none none .bd. paint WM 47 . bd. 9`-o" If gypsum board is used, install moisture-resistant gypsum board in 203 Bedroom 1 Carpet Ix8 W/CAP none none . bd. paint WM¢7 . bd. 9'-0” restrooms&other rooms where water is present. 20¢ Master Bath Tile Tile none none . bd. paint WM¢7 . bd. 9`-0" 14. Builder shall coordinate all shelving & storage requirements with 205 Walk-in Closet Wood Ix8 W/CAP none none .bd. paint WM 47 . bd. 9'-o" homeowner. 206 Hall Wood IX8 W/CAP none none .bd. paint WM¢7 . bd. 9'-0" 1, I . Center lumbi fixtures in ace provided unless noted otherwise. Provide 207 Walk-in Cl set Wood IX8 W/CAP none none bd. paint WM¢� bd. 9-o S plumbing 208 Master Bedroom Wood Ix8 w/cAP none none .bd. paint WM¢7 . bd. 9'-0" not less than the following clearances from finish wall to fixture on either 209 Bedroom/ StudyCarpet IX8 W/CAP none none eck cypress WM¢7] eck cypress 9'-o" side: Lavatory: IS".Toilet: 18". G-210 Kitchen Wood Ix6 W/CAP none none .bd. paint WM¢7 . bd. 8'-2" 4"oak flooring G-2I I LivingWood Ix6 W/CAP none none .bd. paint WM¢7 . bd. 8'-2" 4"oak flooring G-212 Bedroom Wood Ix6 W/CAP none none .bd. aint WM¢7 . bd. 8'-2" 4"oak floorin G-213 Bath Tile TILE none none gyp.bd. paint WM¢'7 gyp. bd. 8'-2" Wood flooring to be:White Oak,wide plank,random width Stairs shall be wood 24'-O" 31-1011 16'-4" 3'-1 O" 2'-0" 35'-O" 3'-0" 12'-0° 12'-0" 6'-t 1" 7'-0" 19 B 21 24 A Cb I P) A9.3 A9.2 YA92- pinfini � 2F rovide in-w II wood blocking as required for all cab nets,wall cabinets,towel mbing accessories and lu ' 2,B 2A„i2 shower seat2 tO bench y drain OD rainWalk in A9.3ODow rcfl Closetead v,pA9.2 2Bedroom205bD BNG215 G-212 '68'-5” O O "; a m i : < > 208 I _ CL 207 half wall below t•I 1 _ V� w f..:. .. . opaque glass a!1 Master _ 21 Hall A9.3 A9.3 I _ Bedroom _ M Master Zo6 �. droo Zo8 G216 : 0 Bath GE) 3N 204 a� .. m O 2G „ c 21 ap � 2G = Cl) a 2A 2 t � Walk in 3 _ E CD �n n Kitchen E eCloset ° a ::.... a t we CD 1 207 : o es G-210 ., ;, ,: ,. ,: A ° ° ° ° ° ° � ' A 2G 2'-O" 3-0113-O 2G A9.t A9.1 8rFR,—— HVAC L---- 2H - B linen chase N - o b b b O Living OG - _ M In o n G-211 M 205 201 a _ 212 _ . . 9'-3" 2'-9 z 1'-9" 3'-1 O" 2'-8" 8'-2 2" 8'-6" 3'-O" O 0011 0 Zos Hall < > ZG 2G �- -0011, 201 A A 2A 202 A9.3 — y A9.3 ZE 2G 4'-1" U a 31-1011 8'-2" 4'-i" 3'-1 O" k _ vOG G2t4 - M o : aU O _ _._... — G217 0 2A Bedroom I ^ � a o N - o 203 "' L Bedroom /Study 2E bo _.. G2 t 3 Bath G2.1 8 `° n mechanica G-213 v, �0 209 storage - ZA -- _ Bath o - b ft -- - 202 - _ ;v21 � o medicine ----: ;; ;;----- � � OI1Strl1Ct10I1 et _.:..:. c coJ Z I a °°o abinet above 8"seat 1 O ° . m - - r ct : C Project 2B 2B - 203 14004 d wn d B 61_4„ B Date: , C�u J. 7/16/15 handrail - Revised: _.... O _ : _ 2A 2A 2A 2A 2B 2A 2A A A9.2 3'-0" 7'-1 O" 2'-8" 11-1011 81-11" 4'-5" Sheet 41-111 15'-0" 41-1111 1131-61- G-21 3'-6" A2 . 2 °RA" SECOND LEVEL FLOOR PLAN A2.2 1 - 600 sq ft this level 1,334 sq ft this level THIRD LEVEL FINISH SCHEDULE Floor Plan Notes Wall Material Key Y NUMBER ROOM AME FLOOR BASE WAINS CHAIR WALL CROWN CEILING HEIGHT REMARKS g MAT'L. FINISH MAT'L. FINISH face brick „ I. Do not scale Drawings. Use only dimensions shown on drawings. If 30I 3rd Floor Carpet none none none gyp. bd. paint none gyp. bd. s-o dimensions are in question, the builder shall be responsible for obtaining . Stairs shall be woo clarification before continuing with construction. Builder shall verify all filler brick SECOND LEVEL DOOR SCHEDULE dimensions&conditions at jobsite. NUMBER City WIDTH HEIGHT TYPE REMARKS 2. Dimensions shown are to one side of interior walls or to outside face of stud or mason on exterior walls unless noted otherwise. INCHES INCHES Builder shall establish finish floor elevation in consultation with firebrick 3oI 2 30 68 Solid 3• 302 1 36 68 Solid homeowner. Builder shall take into account design intent,including number r x . of steps, water table masonry, etc. Builder shall also assure that there is interior insulated wall(all exterior walls are to be insulated - THIRD LEVEL WINDOW SCHEDULE adequate clearance between finish grade&any wood construction. unless noted otherwise in Wall Sections) q.. Locate doors so that door casing abuts wall finish of adjacent wall unless '''""'" NUMBER WIDTH EIGHT TYPE DESIGN noted otherwise or unless door casing is narrower than 3 1/2". In this case, INCHES INCHES install door frame with appropriate shim space against liner and stud. Do A 32 54 Double Hun 6 lite above/ 1 light below interior 2x6 wood stud wall(all exterior walls are to be 2x6 not omit stud or liner to et the door closer to the adjacent wall. In cases � •ry.�.�.�<< -._�,:3•4��r1..•«�=s :h,Tt -.��,�>.����, 3B 32 48 Double Hung 6 lite above/ 1 light below where a door is shown approximately in the center of a wall, locate door in wood stud walls unless noted otherwise in Wall Sections) the exact center of the wall. Copyright ©2015 Starr Sanford 5. Verify window rough opening head height with Elevations. See plans & Design Associates, Inc. All rights exterior elevations for window alignments, window types & muntin wall finished both sides reserved. The design concepts, patterns. Adjust head heights slightly less than r 3/8")as required to course drawings, written material, and with mason veneer, if an Provide filler strip between window and specifications of this document are masonry Y• P the property of Starr Sanford Design masonry sill if required to allow the masonry sill to course with surrounding wall finished one side Associates, Inc. No part of these brickwork. In no case should brick be cut to either course with the head or documents shall be copied,disclosed the sill of a window or door. to others, or reproduced in part or 6. Window sizes indicated on plans are generic sash sizes. whole in any form without the �7. Refer to plans & exterior elevations for window types. Coordinate Insulation Schedule written consent of Starr Sanford operability of windows&direction of swing of casements w/homeowner. Design Associates,Inc.Do not scale p tY n$ Exterior Wall Size Minimum Wall insulation Minimum Roof Insulation drawings.Use given dimensions only. 8. Walls, ceilings & floors of ancillary spaces such as closets &storage areas - - If not shown, verify the correct shall match the rooms they serve unless noted otherwise. 3-5 sees s -13 -30 dimensions with Starr Sanford 9. Coordinate location of utility meters on site to be away from public view or 2x studs -19 -3 Design Associates, Inc. Contractor and to minimize visual impact from any area of the site.Hold meters as low or 2x studs -Zo R--6o shall check and verify all dimensions as possible to allow more effective screening. ea a areas o Is u1 1ng are o e insulated,w e er shown or no s own 1n wanand conditions of the job site. 10. Sprinkle powdered boric acid onto bottom plate of wall at a rate of 1/8 cup sections.Unheated areas may be insulated. See wall sections for clarification of insulation per 2' of plate except 1/4 cup per 2' of plate in walls adjacent to kitchen, locations. Ceiling insulation thickness is based on exterior wall insulation thickness,not on bath or other wet or food storage areas. Boric acid shall be installed size of interior partitions.The Architect strongly suggests spray foam insulation equal to immediately before installation of insulation in insulated walls or Icynene,which seals drafts much better than fiberglass batts. immediately before installation of wall finish in uninsulated walls. Walls with exposed cavities do not need to be treated with boric acid. Ii. Prefabricated fireplaces and flues shall be UL approved and installed as per manufacturer's specifications and accepted construction practice. It is the builder's responsibility to assure that all applicable codes regarding fire separation,use of materials& other fireplace criteria are met or exceeded. 12. Builder shall coordinate flue height to match chimney height shown on 13. elevations. If gypsum board is used, install moisture-resistant gypsum board in restrooms&other rooms where water is present. 14. Builder shall coordinate all shelving & storage requirements with homeowner. i5. 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: �8". 2'-0" 7 35'-0" 31-01- 101-11, '-O" 1 O'-1" 16'-5" 6-111 2'-5" 7 171-61, 17-611 A A9.2 I I 3 I I _. - 3B I _ � I I fi 38 A 3rd Floor 301 I a: � b M I I t _ .rn Q) co 3'-1 1 ' 3'-1 11' I 2 z 3 I � handrail I I - fD I - 3 I _ I _ o a� b 3 Construction Set rI Project #: aN 4 I 1400 B _00B Date: . . .. 7 / 16/ 15 I —wall below—- ---- --- Revised: : - - - ev s d• 3A 3A 8/21 / 15 77777777 A A9.2 i s'-s" 7 20's" Sheet 7 A2 . 3 oRA . THIRD LEVEL FLOOR PLAN 11,334 sq ft 2nd level *50010 allowable attic floor = 667 sq ft allowed 655 sq ft this level I 11; I I - 1, ,�, I 11 - - . . . . . . . . � 1,1, __ Neft.-ii.- 'll--- - : .'... ... : .. . . : .. . . , , , I 1�, . � ,�"A I I I , I . . . . - - 11 ­­ . . . : - ..* : -*. -. bulb ridge cap cut into "eaoe's beak"shape ======_==� 11.1 I :1 , . . . . align rafters either side of ridge and provide I=��_ -� ­I ll�,11�,, . . .,. ... - -I.......*.".......'.l.......'.'..,.,.I as shown(w/hemmed edges) -_ I ,:: "I .. Note:This detail A general in nature and '.-'-.: - - .. . . .. . . -* - - - ­ -_ ''I , ,�, siding over exterior sheathing over . . . rafter ridge straps at every rafter to meet or -:7�= 1 ,,',.� may not represent cxact configurations of". . . - . .. .,. - . .. .,. - . .. .,. - . .. .,. - . .. . 111111111111b.. .11, ," � 11 - - 11 1. �� , I, 11 ,­ .*. . - . SV metal roofing(see Specs for size,type . �4,411, ,c .. . . . .. . . . .. . . . .. .- . . .. .- . . . in I I V - . wall as detailed elsewhere - . exceed all wi d load requirements,and � � M I 11 A . : this project. Its p .pose is to illustrate , . . : .. . . : .. . . : -, " " : " , . , : '*-' - &exposure) over 3o lb roofing felt over . _1111 .1 : I I 11 . . . . - - - .11 I I metal base flashing shaped as shown / - : . . . . . . . . . . . . . , . . =:= requirements of local authorities : ��,, ", - :11 . . . . . . . . . . I I I�11 ,, the various compo ients and their . . . . . . FLASHINGNOTES I � . . installed w/continuous cleat so that -. .: . .. . . . .. . . . .. . . . .. . . . .. . . roof decking over roof framing(see other _� -_ I I I �I "I ,:::""k,�I I ====== I �� I I I � � I I - I ==:==�_ _ � I , 1. relationships. Con irm configurations& ,-...-.* .': :...-.- .': :...-.' .': :.,.,., .,: :., " ." Drawings&Specs) ''I'll'', , �� I- .1� i there are no exposed fasteners / ': dimensions not shown here w/wall. .. . .. .... . .. .. . . .. .. . . .,.,.- composite 5V baffle/seal adher d to 5V ",','"'I'll, ::��_ I I 1. -I I %111-,� I� . . . . . . . I .� I I . : . . . . : . . ... : . .. - Install all exposed flashing w/concealed cleats. Surface fasteners of any type are � I - -----------a .: sections&other d�tails. Consult . .. :.:_ .. .. . - roofing and to Core-Vent above _______�____ 1. � . I �11 I 1. - : 6" Architect if there,,Lre any questions . . .. .. : :- Core-Vent or equal air vent contii unacceptable. ''I .1 �I'll 11.­"I'll""I'll"I'll, 1111� . , I I .-- .. 61i . . . . :.1.'.' . I ,. '.. . except within24"of end of ridge,w] �re I 1. - concerning this situation. .. .. . . .. . i a Base flashing shall be 2 ounce copper-fabric flashing equal to AFCO. Base � I I'� . . . . I :: . it shall be replaced with 3/4"x 3-1/2" ____________�_ I I = . : 1. -. .. . _� :====�_� - . . ---------I flashing shall run up 6"minimum behind sheathing when installed at wood floor :- 0 . . : solid weatherproof material such as _� 11 I . . . � I �- I 11 .. blocking to match wall stud thickness 4" .. .� I _____� 1. ,,� 1, , -- above roof surface for attachment of . _... I cellular PVC that does not react with I system or shall offset up i b ick course minimum if installed at CMU backup. , I I , � * . . I'll, roofing material Window & door head flashing shall be 2 ounce copper-fabric flashing equal to 1-I � '. sheathing&step flashing .. : hold roof deck,roofing&fel 1 ack� !=--====::= 3. � \ 5-v crimp metal roofing turned up behind minimum clear air space---) ::�� AFCO @ brick veneer or shall be either i6 ounce copper or .oig factory \11filitic . 4:arlidwall - hwifiv � 6" metal break flashing shaped as shown ,- sheathing 6"minimum to self-flash �� ���� .... I , I - - Z:7�__ �� pre-primed aluminum break metal at homeowner's option for any other - ____ ... ,J, . talled w/contiau , i 4 -,�, I ZZ44444444444444 I "I I I c� �� J I W.-__001- - pus-eleffrs-67-that there roofing felt(lap joi[1tS 2"minimum as non-masonry wall finish. ..a,re rw,�xpns-elrfasteners shown)over roof deck I 11 / -------- S-V metal roofing over roofing felt over / 4- Eave & rake flashing shall either i6 ounce copper or .oig factory pre-primed -;Ittrr, L__� plywood roof deck over roof structure - __.--,_� - - aluminum break metal at homeowner's option. All roof edge flashing shall , ,;tlik4ifi�l,i,,Io,,sigti.4-4,111 !9011 :_106-193"; - V ,/ ___� , ii� extend io" minimum behind roofing felt or other roofing material. Verify that Copyright K)2015 Starr Sanford ________-,________ I . _� -roofing Design Associates, Inc. All rights _____�_ flashing runs not only under roofing material, but also under sub reserved. The design concepts, �_ ,� . - ====Z�­ _ -,_______�_,____ I I � I Z;.��� material such as roofing felt. Eave flashing at gutters shall extend to cover back drawings, written material, and ­_ ----------_ I leg of gutter, but shall terminate above rim of gutter. ecifications of this document are s�e property of Starr Sanford Design t I�\ A so ciates, Inc. No part of these 11 � 5- Chimney & cricket flashing shall be i6 ounce copper flashing (no exceptions documents shall be copied,disclosed /I ; unless roofing is metal, in which case flashing shall match roofing material). I to others, or reproduced in part or I Install pan flashing at chimney which extends from outside face of chimney to I whole in any form without the : I I ? inside of clay tile flue liner. Turn flashing up I/2" inside flue liner. Install i6 written consent of Starr Sanford � I :1 ounce copper step flashing under chimney cap flashing. Pan flashing shall overlap Design Associates,Inc.Do not scale I raming immediately drawings.Use given dimensions only. 11 " step flashing 6"minimum. Tie masonry chimney to roof f If not shown, verify the correct i ��, I 11 below flashing w/rigid metal straps (minimum 1 each side of chimney). Crickets dimensions with Starr Sanford N, �/ I I ,. / i shall be installed on high side of all chimneys or other roof penetrations Design Associates, Inc. Contractor � - � / 211 CLMkR MINIMUM 11� 61' shall check and verify all dimensions I - - - - /I /r� I , -4 J I I exceeding 36" in width. Cricket flashing shall be installed over plywood roof and conditions of the job site. I I I I - - deck backing. Crickets shall slope 3/12 minimum. 1M_M__=_.% rT=-m=-b r MR M__-�­b 6. Valley flashing shall be either i6 ounce copper or .oig factory pre-primed WALL OVER ROOFFLASHINGDETAIL ROOF VALLEY FLASHINGDETAIL 5-V Ci,imp FLASHING@ FRAME WALL RIDGE CAP DETAIL ON 5V ROOFING RIDGE STRAPPINGDETAIL aluminum break metal at homeowner's option 12"wide minimum centered in valleys. Lap joints I 2"minimum. 7- Gutters shall be i6 ounce copper or factory pre-primed .032 aluminum ready for VENTILATIONNOTES ROOFFRAMINGNOTES ROOF PLANNOTES finish painting. (See Drawings for gutter size and shape). The back leg of all gutters shall extend i"minimum above front rim. Gutters shall be hung with 1. All attics, crawl spaces & other concealed areas shall be ventilated as per local 1. All structural members shall be sized to carry all imposed loads by a structural L Do not scale Drawings. Use only dimensions shown on drawings. If dimensions matching metal strips which are attached under shingles. Penetrations of back of building cod Ls. engineer or other individual acceptable to state&local authorities. are in question, the roofer shall be responsible for obtaining clarification before gutter or of eave flashing shall not be permitted. 2- Soffit vent sl-all be equal to Air Vent 2"continuous aluminum soffit vent. 2, Roof deck shall be s/8" Exposure i T&G Sturd-I-Floor plywood. continuing with construction. Builder shall verify all dimensions& conditions at 8. Downspouts shall be i6 ounce copper or factory pre-primed..032 aluminum 3- Ridge vent shall be Air Vent Ridge Univent (absolutely no substitutions). 3- Hold roof deck panels apart as recommended by decking manufacturer. jobsite. ready for finish painting. (See Drawings for downspout size and shape). Terminate ridge vent w/manufacturer's standard end cap I2"from end of ridge. 4- Hold roof deck panels away from items penetrating roof deck as recommended 2. See Floor Plan for building dimensions. Downspouts shall be attached to wall w/matching metal strips which are Cut roof dezk back to provide air passage as recommended by manufacturer. by roof deck manufacturer to allow for expansion&contraction of roof deck. 3- Begin metal roofing w/full panel at most visible edge of roof unless seams are attached to wall behind downspouts. 4- Homeownei shall select color. 5- Hip rafters, ridge boards, &valley rafters shall be one size larger than rafters. shown on elevations to align with exposed rafter tails or dentils below, in which Crawl space ventilation shall be decorative grilles as shown on elevations if Purlins shall be 2x4s i6" OC. Provide 2x6 rafter ties at all locations where case roof panel installation shall conform with elevations. Begin shingle roofing � ! shown w/in;ect screen on inside or shall be 8" x i6"manually operated painted ceiling joists run perpendicular to rafters. Any hip or valley rafter over 28' long w/full shingle at most visible edge of roof. 1 5- metal vents if not shown. shall be Laminated Veneer Lumber. 4- Roof penetrations are permitted only in the areas noted. Route all vents, Provide insulation baffles at ventilated eaves as required to assure minimum i" 6. See Wall Sections for exact configuration of framing members at exterior walls. exhausts,flues&other penetrations to these areas&terminate as per code. dear air spac at bottom of roof deck. 5- 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. �=) 6. Provide flashing as per details or as per SMACNA if no details are shown where roof pitch changes or where roofing intersects with vertical surfaces. 7- Hold downspouts tight against walls. 8. The installation subcontractor shall be fully responsible for an roofing work. 9- All slopes are indicated on the Drawings. I I 10. Paint all roof mounted accessories to match roof color selected by homeowner. W I I. All exhaust fan,vent, flue&stack openings are to be cut&sealed by builder. 12. Roof vent terminals shall be I2' away from and 2 above any air intake, door or window, i8" away from any vertical wall extending above roof vent, and not ;:� ",�9 /B__-� ,dl�1 ,4,�4 below any roof eave, or as required by local codes. /A__� Z A9.2 ., "'I,A�2 W 73 :3 "q,�2 � - 40 i 0 1 4� 0 1:�L I ____ _­=t=_=t== ___ ._____­_I--=­­_ .____-�.__�______ _. 1_,__:�=Z_�.=;t:=­=_=1­ .......... C44 1 Ia 1A ______ -__- -8 5111 -- =t-1.1-- - - tt=t- .1 Z R :1 7 �"� "'Ir 0 ,-- ------- ------------- " � chimney rake flashing-_1------- i �11111111111111111111111111111111111 �� 0 1 ! -------- �-------I-— . i _ 01_ rakeflashJng---------. 0 -.--"----- 0 = I I I I U i i I .....­__­._­._­. i i il !I ! -1 I . ......­ ivall to-ro-of flashina below ---- I- �8 I .-_---__---___--.T I, 9IM"Is, -.-.-----.-----------______ ____ li ill i i --­-----­- . I i _� __ I - ____________.__.__­--------------�---------.---�------------------------------ tzn ----- __ I I . I . --­­-=_ .---.-.-.-- ­_ - .,____._=�.__..___. ____.__-------�---__------------__...__.....____ =__­------ Q �=1:11'111'111 2 I* - = ....­.­­_.._________. mi I -____- chimney .. __ __ -4.- .------.-.-.-.-�-�-�----.--.----------- _________------------- 2- ­ 111:111:11111:11:111 I I _______._____­­-------- N =_=_____---------� -.-------. -� N - - ___ ­­ .-.-. - __ _ ___ -L -�--eave ini - . --------- . ea iing� --t . i . face of wall be16K------ __ ­--- - ,� ---I -----rake flashing-___r__t_ - -_ - --- ----- N - . ----------- I ! i ._______.__. --. i -_ , - - ___�,-- - --- - - - . ��7_ -I------------ . _4� ....­­_­­__­ ­..�.7­ .......­­­­.....­­­...�......�...................... __ -___._____ ! I ___-------*-1 ___ � I I r - - - - I -1_71 _.____.__.._____­___ __]--.1- 23 ___t7 1 __71_______....... ..---------' .=_� ­�-=-�_��-_=�= _.___.__-._.__.____­_. ­­----­­­­­­_­­­.... i I -I F ! ! i __ --------- _= ===_===�=_ .-.---.-- .1.11.- ------_______.._____________________--------- .­_­­, ____ ____ ,,, =� i . I I ­_ I . I ! I . i , . I I � , I I . I I I I I I I � I I Wall to roof flashing below --------F- i i _J i I L I i I I I � I � I - I � . . I I I I � I AQ I -,---- ___ I I I , I I I I I I -11"... __ == . i I A_ ______t______________.______- � ------ -==1 :7= - __-�,-��---�-�r--.-�-11-�--�-�----.--��'--�-'---�-'--'-'�'�-' - __ - - i i !I .___ ____________ = .4 - ------- �...... -.......______.__... -.-.--.--.-- _­__.____._----__._-- :--------- ---- ---- ------ i ,=;:;= __._______________________ . ---------------_____­ ...=::�=_=�= _.._._.____­_­_____. ,.. . . - __ . 1 ! I i I ! I i i - I, I I - . I I - I I .1 I � � ------ I ! I . I . I I I I I i i I i i , I I I I I I I I I I � I I I I i i CrA et- �) i : i ------I-------- I 11 . . I I I - ----------------------- --------------- ------ _­­.. .-] i I i i i i - - -------------__ ..=-=�����-�_-_-_-_-=,=-�-*=-��-,=---��--.�_-_-�_-:�_-_�=.-..-�--.--.---. _ __ - ��_= ------------,----------___ r....­.. -­---------------------�-----­-­-­_­­..__..____­..­­­......�----�...­­­.....­_­_­.­ -11--...� ­......�......._____...........­­­_------------­­­ -- ------ ------ i I ! i -_ ===____�- ---------��_ ­_ .......-­_­-_ - . -_ -----.- ­_ ........�...­---_­­­--------- 8112 i I I I 1 1 1 1 1 1 1 i a_U ,� I I I I I I I I . . . I Z_0R___ 1 8112 i I L I 11 I I - I � - I 1:� - I I I I L_ 11� - 7 " I I . , ro I ______ - __ i i _ �E_ I ---------- ,__�- :� �==�__. -----.. - 1_� ----------------- I . I 11 4 , �� ____ I ,_.---___-___-_=...,_=_=- , ... Z . I - ____._ - __.-_­.­­_. . - ., _­_­_.___ __---� ___ --------1=1.========__ __.__:=7=='*I- _=__=�Z ------- ____ I -...� --------- ------------�---------- _--------- --.,=-.-, - . ...­....1L.-------I -­­­­­- :..1.__==� ­_ ...-I-1-1-1 ...r -- - ----------- --------------------�......... ............�---------- __ ---------.-----.---.--.----------....-..--------.------------------------------- I I i i i i �A9.2 -,----- --,-,-7,-7________.__...__­-----­­­­..........�...-...-....-..--.--.-...-.---�-.-----.---.---------- ,---- -------------f------------------ ----------------_____ .___...__......._.._---------------�--.---.-.....�..'���.��l-..�.-�-----..",-..��--.�-,��..-,�-,�--I-----------------­­...... ..-I.....".11.I— '­............ __ .----- ! I i . I I - I � I I __ -,k-------- : i I I i I ! I i I , I I I I I I I I � I � � I I I I I . 8112 - , �' I ,� I I I .. . - -----T-, I rl I t IN , _/ . ca� I 1 .2-....�...._1__----I , i i t i 1. I . � I I I � I I I low' I I - � -_­ . - - ............------------------ . I - -------.-----------.------.-----------I _-.1-___..__..__....-..........1--__._____._.__--....11-1-1----._.1_1_-_--.- -1-111----_--_ -...._.__-._1 �. - - ----------------------__9--------�----_---------_----_---__-_---�.....-..-.-.-.-.......-..-.--...�-�l.,-....--.---.-.�-...-��I - I � I ! " I zp���� ��=__,......-.­_" ­­_­------_____________-__-_-1........�--,��--�.�1-11-.--.--.--�-"����- . ­­ ___ __..... .....___---.--�.-�-�-"�.-.-�-.r-�.-�--.-.r---"-.-14��-------l---------------------'--.- � � - = i I I I -==4� -------,---------­--­-­­------ ----7--7- 1 1 . �- ----- .0 : I i 1 -� I i I Q, I . I .1 � ..�I I I � I I� 1, I 1. I � I� - I -][-----Z -- Z: i I , I ill I �� I _==L�_q> I" ,I" I I I I � I I . - t I ry I i ill jil . I . I I . I I I :,Z I 1 1 11 1� .Z- .Q .1 I I � I I - � � � , I I ___________f4_____ �­---- i I i ; ;% ill i i I I I 11 11 I . I . . - - -------- - - i ,It !. i I _JZ _� � I � I . -_ -- - .....­ ........­­­; n;w�"t­A"wml�m ��m_ ­_�- ,== - ---------------­_­_____­_­..........�------- ___-.--- --tM----.-----------------------------.-------------_-:-:,__-�-,�.--:- ____ --- -------- ----� t I I . Ill I - ---------------------- I I ... .-.-.--..--..--- ---------------�.............__­...............__._.__......_-1...... I............... ...... _____­.......I 4112 - . .- __._______._____. .____.­______ -----.----- ____ i 1 1 i i 11 !;! __. _____ --­­­­--­--.......­­----------------------T------------------------- ---�----------------- ____......___ it 1 1; i ; I I I I i . i i 1!1 11 ;I ! I ­�� __­��I I I I I � 11 I -on- - , I CZ ! i I :,� 31; . I I I I � i --* 1 i I i jil 11, i i I ZI ,._ . I .1 I I I I I - I I � I I ---------- ---- ---- -� I i . i !: � I I ,_,� 0 1. I I .1 . � . . � .1 " I.,*I=-= - ___------__ ,.�_ - -----4---- i ! ­=­ --------- --- _ __. lill I 1 1 HI i iii ill 11 ii i , '_ __. __________------------------- ------�------ - . �b I � I . - � --- ---- ., I , __. *`ZF=t=_:=__==__==M_. --------------�----------------------------------- -1-........ ­_­_­­­__.........------,-�-�-.---.-,..,-,------,-----�------- ___ ... i --.-. - - __ .---. - . - - . - .- -- =%=_=.== I ii . �i .. ridge Ca 11 i - ____ I I . I I I I � I . A ____L_,__,-,-,------------------,---------- --------------___._________.__J--------L_--...-_______-_ ,_,__:Z==_____________ 4 ____ I - ii � . I , - , - 11 I I I 11 I . I I I I A2.4/ � \, 1:5- J,o I I I I I .- I � I I I 11. I I I I . I I � I 1.� I . I 1 -Z..���.���:.�.,�...�.,��"-,.;7--===�-==M-�m��.�.I.-� ­_._­­­;_ r-t ___� __ __ I -1 I ", I ------- ____ . ---------= ___ ­­­­ -11- - .1 �,������l",��-�",-,-Z-Z-Z����,,� _Q _�Z........----------------------------------------------------- --.1-1----11-_- ---I------ -_- ___­___ ____--.---------,---. - � .- � . ===� L..... .- I "�: -%­­� , I "' W .�' "-.�_-1-1-- ___ ­­­­ ­­­ = --------:::--- __ -- - ---------------- =.��z .. ------- - ---- ----- _B',,,� __ i I i i I ___...................... ==== I I I .-.-------- __...__._.___. .._.........__ _..._....._.......-.-.-....-.-.-.�..-.-�-.-.-�-...�'..I.....­­­­.­.­,........�.....­­..........­­.........�...__ ­_ _____v)-.1-1 _t�_ ! i 12 �i�.�_E�._- -------------------------- ------- � - - --.--------------­­ __ .= t I -V il letal I I i I ;Z:z I, , I , I , , - , I � . I I � � I I � I =T�_�_,�= i I iil' I root ng- I i i i i I I I � I I 11 I - - � I I I ; I qT lt%z ki- a � .2 1 1 1 1 � I 11 I I - I I I � . I q.%-_ ,�_,_,,-,_q-_,= �........�........ -1.....�.... ............�­­­­­ .................�-�..-.------------..-....------.-..--� ....-1 i i ! -J------- _ - -__ ­X��,=,---_-.-�===_ g) ____=_r_=1 _­..... _ I ------=-_-_=1...­.=....I.....____......1-1-11-_____.....-.1-......-�.......­­.............__­.............- ___ .:.-,- �,A9.3) I_____ i I i i ! ­_­ ___ __- ­_�......�......... - - � _ � :�, ...-�"-���-=:��===-�---=-=-.---.�--.-.,.=�-��-=-�.,���-���.-.�,�-��"-'-,�%�,�.�,--.,--.-.�,-,�.-,�r-,�-�--��=,.-�-�,�-="'�---.���.,.,�.,,��.=�,,�--�.-=---=--=�=z:,,� . _11-1-1_--___._-------------,- ____ .., i -"---I I -. 11 I ''. I 11 I 11 I - I 11 11 I 1 3112 C.) LJ i i ! ! i � I � I I I I I �. I '. 11 � 11 I I 4%, M ; i I I I I � I I I I . I � I 11 � � I I . I _________1110l- (J Q -............ i i !I i I I -_T_-__-'_'1 . 11 - I I I . � --------- ___________________ '. -, , I = _1- - ___________________ I ------------------------- - i i i I i i I §1,- =:�'� __ i i 2 1J_______ 11111, - 9,10 -, --- ..t- .--. I ! I I I I I 11 a=.=.==,f�7_==_,=, - �....... I 1====�_ , __ �6go ... ­_ i , '*N I ; I I - �......-----.----- .-.-. - I ) P I I , � I I 11 I I I � I 11 I I I I I . .. �I ...........�---------- I I i k---:.__1 I rq i i li I I I �.11 I I 1. 1 � I � I 'ng - .I- 11 . 1. 1. 1� "I _­­­ ., 1=111=.. � ............ ..-.- ........ i ! i I rooti - I . ..� ---------------� - 1. - ­­....--�....�.....­­­.......__._­­­__._­ -------�-----------___­­------ 14 ­= ........­= . -L .- �---�-�,��--=���-�.-����r.��.11�-�---�-,--.,Z.--,"�'ll'.1.�ll,�ll,���,�,=���-,�,��ll'-�,��.,�.�--���-=�.,�,�,��,�--�-�,=-�=�=.�-��-�l-- ............. .----.-. -----------.-.--,-.--- - -.------ _____ .-.------.,.......­­_­_,­------ .- - ­­­........­­ i i i i i i -­ . ­._- .­__._­­­. __ ------.-.--.-- . ­­____,­___­_ .-.-. - ------ =_.. - �-­­­ �.________..____.___.1 - ===--l- �- ___ ---------.. ! i i 1 .1 I 11 I I . I . I I I I- . .I . I I I __ .­_._._.__......_ --....1.1.......�...___....-......­__.......�----.1-1-1-.....­_­­...........­__........-............... - I I i �Zi I � . I C� bI I I !I 1 i i i I � I I � I , I I - . I � I I I I I I I I I . I I I I I T_ -I __ -.1---1 I I I I 1 1 1 . I i . I , ...,`===____�,�-,-,"_1___7===�,--1.�,__..1:1:w_==.,._�*_ZZ,.......­"-......-_-1_­. .--.--t.- _�_­_­'._­'.��Z ­­...........== __..­_­ ...­.- - --1......­­_________ . -- .____-_-___­ - __�_ . -_ --1---­ -----------�____­____.____ _­ �=... ­­. I.- - in : - ._._.________.__==�==_­ _ ._.._...______ i ------____ .-.--. - === - ­­­_­.­­­­­­­---�......­­_­..........­­.......­­.....­_­.......... ...... ----------T-11- " I' ll", I -- I i i i i �---- -- ---------- �........ - -- ---------------------------------------------------------------- ---------------------------- ; ..............­­.... -------- = .. ......................­___ - _= - -, i i i I i i ; i i I - I I . 11 5-V metal _ _ _ _ ===..... _" . .._=1'.'.7_'�­_ --------- - I ­.- ----.---. ---..______ ! i I I, . � I I 11 I . I - I I . I , � I l I ! I . f � I iI I I I , I . � I -----------­ = I.."',-EFEM t= I I 11 I I .......... i � I ___­_________.________-------�__­----------- ..- . - ..,­ --_-__.1...,_____ _,_­ ______._ - ­­ I i . - I 11 - I - I 11 I I , I I _____ .... . �I.1.1=_1=____1_---1,.___,_roofing,,_, _____ *N\ K i�' I - .........­­.......�...--4. .....­. I ; i _L_J 1. I . I I I I 11 ___...___ - C -.��.-.�.--.-.-....�....-.-.,.-....'�.�.��.�,.����...�...........- ... -. ............­­....­­.........�...............­­-------------... ------*....=----- - I I I i I - --...--.-11 - ----- ----------------­­- .� ­__ � -I,-,- ._Ir��---,-X---"Z--�,-�,,�,,�--� I---------__­­_______.,_______,_­---------�­--------- 1�1­ -__ ___­_­_­........-11-1-1--___...........- � .It, -�, ----.. -_ ��--------------------------- - I i ! i I i i i k I I I � I - ,��3) ......... -............I.....I.......... --- - - I I -I i i I !I ;! F_ i I i k � , , - , , I , I I I I it I ;I !i i A_ __.__---1._-_1._-_1....�-,�.,�"..�-�.----..�-.-�.-,-.-,�-...-�---�-. .- ..... ______________ -----.--------------__�� I I __J ! I 1 1 L_ 1 , ` 1% . . I I I . I I I I - I I � I I � I -� ......1---l-1- - __________.__..____-------------__________=='. .... ..- ________11r_1== -____._____ . - _1 , : ­_­­---------------------------­----___ . ------------I----------- . ______________------ -------------------------____ ___......._.. . i ii i -F-�:-��.r-t .--.- - - � ------ -.-. ,--------------------.-----------------------------___ ii, i c! I k�i �L -====..-,=�Fi_7.=.;:.--- ---- - - ------ - -------- ___-------_­_­ ___-__1_1--_ ......... ... ------------------------------ ---- , ,_ - "I ill , i ill I , . I I----------------­­- I I � I . - . , 41'01� Cq " I � i .. . it i, ,A(�A , I I � I I .. . - I 11 , J - H! ". -- 4- --- I- - 11.1-N \ I I ,. I � . I I. - I I -.1-.1- .­­...::::��­. - , - I 11 = 11 � I % I I 1 . , - L_ -�_i---- --i-ea ve flash* Ii! i . I I rake fiashing,m .1-11-1-1--- __­­............ I � - J- -........­­­­­.-...........­­....�------------------�----------------------------------�-----------­­­------------------­­­­_._.­._ -...�...­­. i 11 ill A ------------ � ------------ __-_._-__-___--.1_- -.---- ___________.-___,!=_= .-1.__-_.__--1-1-1---�..........___. 1-1.111.111.11 .-.--.-.---.--.- ._.___._.___­________. -I ...=­.._:;=­= .-.........= .�.� -_ -------------- - i 11 I - � . ..............__._.____...__._._. ...-....________..___.................­­=....in = = .=::- =.­­....�.... ______ I it ___­___.____ - I � ill i I I -11 I... I � I I .i ,,, . ,H 11 -____ i �� I I � � . I I 11 : ii ill 9.!� 1. � � I I I I I - I L I .1 ? -F--- I I' � I I 11 I 'i _T , 4,,i., ill - I i I 1 _ili - \ N, I I I � ' ' I I 11 ' ' I . I I � I ..........___-_______-__---7 ­.- -W-1 .- !----�-----------��--.-------�------------� ­ -�.--�-.--.�.--i�r���-"I-,----.,�---��,-,.�-----,�-� ______-------------_______ - ­ �-------.--�-�-.-,---.-�.----------,.....----------------------��--,--,1 .1�...... ______.____ I ; . I i I . I --.-.---�-.--�-�-�l.,"-.-��-----.--���.-.---L--.L-----�---- ===­=_�_t:='__­ .: �E 0 -.-- - ­ -==='.--- "=- -------=.===:-. ==z��-==__�.=_= -­. - - ­__­ I . I - ,- _.__-.1__-__-__------�....��...-.-.-.-.--.----.---..,.�..��,�. ____ ". ­_ ''i,11� : - I ­__ ­...-----------------------------­­. ....-��.�----�---��-�-�-�-.-,�---�-���.---�R�,-�-----&-�------------ - F_ ffiv .... ... ...... - - ­H�_____,-, . ! ! \ . .. - .. - .. - ... - ... ... ... ... ­ __- - . . . - I � . I i 11 1. I I � : ' '; I t _= , � I I I- , I t :, I I � .. 11 I I ': : t ­-, ........... ..... - _-­_==_ = -.,.. -------� , ­_�­­ -round gutter : , e i tl� 1. 1 81 , , , , , , , , , , , half .; down i i ., 1 ,.12 1 , . i : I . � I - I I I .; � , I _-111110-- � A.1-1-1.. %�. � I I � I I : � � ! : : % I I I I I - I I I '_____.Z1 _----------11......-.-__-_.__,_-----1 . E I spout I I __ � -4...=_1 tz ...-.... under 1=1 -__-L-_-__._____;-----------�__-__---------------------------, t ..­ - - -�,.".�.��,��.�....-.-....-��..-�-�-J-.-�.�,.�.�--------------�-------- -::=1_ -.1-1--------�....... -. .........�........�............__...___­­___­­_­_­ ....­­.......________1a11__Z.._."..:�=...... ...... . : � : : : --"-.",�,�.�.�11*1-1�'ll,�:.^-",.�ll:�I 1;_ :Z .--- ____� . � I . : ..,*;�.1.1.1.*�*�,��1.1--��--��==.-�=---��v.=.--.-'���.-��;�,,�-�--�-- I � ...,�,.�­­_ 11-11-I.- ---11-11-1......�-.�--�-,�-�-�---�----,..��.-�-- ./ i � --- _____....­._­...­­_ .1....'...­­ ­­­_­­__=_==� I::=--,-.--.--- 4 .. . I : I �._ . I 1 ,,-,-,�-,�---.,,�-,�----:�-,=--,'��4��*'^'-','�'----'--- C:------­------------------------------ . - ------------7___ 1 ,:! -1 I . I I I . . ", �i . I , I 0 : '64,1 13 roof aboe I", ! I.., I I . I I � r-i .Z _� EM11111111111111111111 , I I I i . � I I I �_. � : I - a , 3112 1 1 1 1 . I � I 1 3112 .. � : : ; ! I I ; . . . � I I q�., I 13 ,­.; I I I = I I - I-.. ., . ;_ I ; � I _­­­ - : I ��,.-;�r��=�rr.-.��z.=�.T-,�,,.-�z.,�.-��-,-;-,�-,,��,� - - = % 'iti , � ­­­­ I �. ­.: . I -,LmnwL�.---�-Z�_ __ __ - =...... �1_1�1,11111 : I ; _,M_E5=a'=____,:7 H -_�B'_�E�_­'E"_� - -- -=-. r:,�...............��---.-�--,.�-.-,�-IL--�:.�z-�---;.��..--:r.=.--.�--�--,.,--�.%�.".�-.�';�..�.-4-,,.�,----.'�-.....�.---z............�',��,.---�,.,--,�,'�.-".-.�,,-�----,;..-,-�,.-Z,zr.---r�----.-=-'r......��'-'.'�',==�,,,�';'.�'.",'.-'�-�.','.'.'�'.'.'. ___ ____ -_1 (D �-------------­_­­________ - .-.-.----, :�._===__.,___.:�_'.'_ �'�.'�'_'�'._�',.' �'.� !, ".,.I ..'.�......�-,,.�.-,�,�,��N��..-.----:--.--�.--,--�.--.-�-��-- __1__1_--_"r .. I I'.---.----- . - ­_­­ __ __ .. l .- -I . _­_­_.__ �A__ ----.-- q) ---1__1.____1_-___........_.-I.-I-1-11-------���..����,�,,�""--�l----�----�----�,�.�-------­­_ --------------- I � � : : -11-1.11-1-,". ,_­­__,.­._____.­­ =E===-__:��i�:_E'E =-E-71=_-�__.......____------ ---==== - I % �=i ===_-.--X_= ____ ===.= - U _i�* I , i . . � I I .1 I I I � ` -I==:====== I ;=_==.==-,:= ------------- ----------- - � I I � � � i N I � T , Q, I r-_ -1 � . � 1 "11�2 :_., . I 1 8112 R 2�1 I - , � f-1 ,- 1 3� Z � . . I I I I I -IrR I 11 , I .. I , ;. .....t : : . ! I I % I I 1Q, I . : -a � 11--i . 6, _Q � N 11 I I teL. I I -_: ,._.� I -�---�-�-.-.-�---.----.�,-.�,-,",�-,,-,,.--,-,--��.�'..�.-�,,�-,�l-,l,,",,�,��.I.�-.--� a-.- co I 11 , I , ­­­. .. ... .__....­­­___....._­­­.........�...�..._._ -...-- ­.- � ; � : .- -�-�-,,-,-,-_-",�""-,-"-�-�-�-�-------"I'll'�""I-111"lr"r"r"r'�,�'-�--�-,- ____ 11111111I1111111111111111111111111111111 - _.-...____..........__....______...- Z i .. =.- 1=-==ft= �,�--.��.z�l-,*--,�,^ZAI-I-,--==Ir=-,-,-*A .'.'=-'-' _1;1�1111­11111_ ....... ........-..................... '.,'='.L-::,=Z�".='.��'�'-'�:=-,=,==-::�,-,=,--r:--,.�.�.­­­­.-........I—-___­_­___....�...­­­_­ - �----i : .Z. '15 i I - . I. � � 11 I -11 -- -------T-____ __ . . I ! % . I I I I `"=�, 4-1 .2 __ _____ , 1. � � I I � I (b . ; t : -Z I i I - I I I � I I . : -4 --i �_ I � I I - .. I I . V) : -1 I � ,. , - , ,, � I I 11 k 11 r ; � ; I 1 i I 11 I I I I , � � I I I I 11 1��_,_,=,_,r,,:_,_,,,-, . _____ , - - - I . i_,,, Q I t -1 � I - .1� . ; � : � -"I-1;�,�'ll,�";;,�*"�'..'�l=*,==-1-,',­,-­,_`111-1- t ==- -- __ ==_ .__ -_ . i 5 ---.--.----- --�--.--.��-------.--�-.--�----.-� - __' --- -- -1. .... __==' .-­­___ I. ...-I - .=�- -.-.=-. __- . 'Z"= - _=1...= _: =7 ---- __­._­_­­_...........�....­­­­­­­­_.­.......�­ ; ---------.-.- - ­....­­ ........ __....-.1 I : : : . ...,------ =_ ,.7. ==,.==.=­ , .-. --= ....... . 11:-.11 I q) %-- I r 4 )��-r �� -F�-�--�----�--����^��-:'--����-��-- ----- . ­­­.- `�7___�-_��_;�il =­ -."Z.,-,.,�=��;-.=-�-z-�=-�-::-.�.-.�.-.+.�,�:7. _.==.,E===- _4_-...­­­----- �E_.:=. - - I ---------- ---- ---------------I ��E , �. . .....T_ - .__._______._ ___ ------------ EF=____L=_=_=__.=__=,= : I �F�_:_=Z__ � : . C, 11 I I 11 I I I ; 1 �2��_:7�� -_­ _�-__�_ � roof ve"t penetrations U114L : I . t I \ I I I I I I I � I I 1 I . I t�) I I : I � I I i 11 I I I I 1. I I I I I I _LJ : .1 1: I � . I I I I I 11 I .1 I I i,,A2.4 J Z_ ....=. - _­ allbwed ----------- � - ----------_.- ---=-- ___ ------­,== ......­­­-------- I I I =... � � � � � � . � �. �. � � � � � � � � � � � .::..�- � ­­ __ i -�_­=-__-�--- ---I------- I ---.--------------------- _=- 11 I " I � � �i ---L-_...----_.------------I..........._= = - --thttii �. ­_= . I ! I.,-...--..__.,_.1............�.�.--..�...---.-.....�.-",.�.,�-�....... _4...... =1n.1.111.11_=-__==-.11-11111.1.1=11- - � - 1Z I i K-1 I , I I I I I I I I . ��_�­_' 0 1 1 , I I I, I I I - I 1 4 1 I ---5-V metal i i , I I . I . .1 I / i Q - I I � I , i I *1 , 1. . I -i L'-'-'---' k-�_­--_A_.___ roofin , _____________ I , , I I I _,1--, ............­ N Q) -...­­­...­­­_ __ _m -- . . _�� i N t � -1 ______ ...=_­­ =.11,=.^.­,1;nt_1.1.'.=9 __--_------------------ - -------------�------------------------------------- ­­ I N ._____________..___��_­­-- -� F--"====-=-== I...................__.........�......................�......­_­....... i i N *1 I I I I I I I I 00 - - - - - ------- ------7 1 ; , . I I I ___ __ - ----------------------- ---,T---------------- - I i " i I I . - . 1-1--.- -�� -, __ . ________________ -------- " _\�____-______ ____ -_= - ....... - ------- --f�____ - - I ----------------------- _____ - _�7`______�__T,= ;� � 17 _-Za Z� t I---- -- 16- I - I t i % I - ! ! i ----.-....----- -.11=1-......- � - I -____-_ ----__.____ __­_­­­ 4 ­­­� __-1-_._____1_______-_ I�� -..-. -----------­­- --------------- .- -....................- -,.--.--.-�-....-..-.-..-.-.---,���..t.___.__,_____, 1 I 1 i i I I --.- � --.-.-.-.,.......___.__-1.1- 11--l. / t I ___.-I'll,.......: ___________________ . . I !i . i I � � � � I I . I I � Zi,-u- 21-01" 1 H :1 , ill I i=_11-----------11-----------1-1-----_1_1 -------F I it i " ", I I I ------i��-----------*"--^----------------^......... -1-1-1 ; 1 i I . i I !, lt H , , , ._--1._-----_-_- I ­----. _______�____. - ._________-_4........__ _ _ _ _ ... i ! I ___ ----%----- .===__=: �__=_:__*==..,., ­­­............�.......­. t ----------------------------------- �.=.===.-_.. il t 11I . ...................I— .-......�............--------�.............__.......____ r 4 � � I = --------­--------------------�-----------�------------------- I ' 21-01 I i I � .- ­.-------------- .- ==_=_-====1M1=== _= ........ Z-0 ii ii il p .. 0 1 1 t l' H i N . � . _14........--------- - ---.----"----.-- ----J,.---._ 1� i, i, , ------- I = ..:----.------.-- =---- �-�-.'�-:�":---.,-,--..'--=.'-..--....--��.'-�.Z.�f�..��..-__-.7-g 1 ._��l I I ii , I / t - t il i % , � - I . - 11 , / i A2.4 � . I------.�,,�-.-�-�-"��-"��-�,���,�,�,����l-.����-�.��..�,�,,� - . - I! I 1 i 11 t __ -_-__._1__1__ 11.-=,=.= 1..,.. ____ __1_-____- -71=7 U) ------------------1-11-...I......... i i i i _== ., __1tt,11111'11_1===___1^ CY 111111111 11-_ � ......... .................�.........�...�........- I............�...­­­­...�...-.............�- � ------- ________ . 1 I I I ; I .--.--.-.- ,111-1-1=1=1=1111111.1, - 21-al 1 21-01 -_.J----__------___.- __-1_____ __ -------- I. __ r . >, � I I I . 501-al roofing .0, I I I! I - 1 4112 1 1 2 I e ven I I I - - I � :�� --------Nmm-- .1 11 I � I N I .­­­ _­ ___ i i I H ___ /� I ___ ______.- ,-- _____,_,_,_,_,___ ,=111111111- i i " I 11 li, i 1,; 1 U, - - .1-1- -�---------------�-�.---------------- ___--------- - -11 . ,_,_____,_____...__--------------_-, _= - �-------------____ ____.____.__ _ i I �-,�-,=.=Ir-l��,��l;zll�1_1;��,;�1.1��I 11-11- �1111­1111111111 _ _ _ _ _ _ _ � _ � _ � __ ]==-.�;;====-.=L-�--.-.---�..------,---�-,�-�--�,� _­­­...._­__________ _ __ - � 1i . ................... --�7.-.-�l.-;Z.-.i�-:t-=-:Zw--.-�..;Wtl=�l-r--=�-.-�=�-.�-I ­ . - � .. . ____------------_ ------ ................ -� -I il I to.;ir 11-V_­_ i I I . I i 1!/ I I I lum K7 vent- I i ! 11 , 01 I',, I I I -I I I I ­ � I I , ;, � � __� _­­_,____ I I - I I H �; Z t -----------------------__------_n"-1-1-A � - � __ ­­­­......­__________ ­NkelfEwl" i...� � -----------­ -:-. . .--. ­ - ...... f0v - -1-1 . ! i I , I , I ! � ... � 1111111- __ I :! t -1.......I—— � .;.-. i , i i e, -..--.--.--------- -------- __ "'_111.1_1 I i i ------- -----------------.----- ______._.___­­-�-----__­______­­----------.1------------­­--------�---------­­_­_-­­_­ - I I H ! H . /, , I I . - =:t=:_ H . . 1i t ! ---------------. .1 I I N it I I! . t ii I I � ZZ . - I I I I I I N, I il i i =_�_______________ --------------------------------------------------------------------------*.... e....._______._______._ ------------­---------- _______q�­� I :i ___-_1___________- = = " I 1, 11 . I ------T.... i 1 i I �! I !I . .. -- 0 0 1 ; i 01 I , , t I I I ­________ 1-1-1-1--l-11 -1-1- � I I � I I I A li � I I I - 11 I I . ___-1-_1--1_ t" i i � ...F--_ _ ___1_.____.__1_,___,_'t---------- I I !i --11-11_1_1_____, ­­­­------v-­ =_=.Z=___=_______*_________-------------_______________________________ . .------.--- ---.-. __­ -------_ . -- __Z===Z­.__._1 ­ ­,_,_­­__ ; !rJ 1 E - _.______.__._ = _= __--.-.-.--. N : - =========� ;N� I­­�- ­ I I . . i I I - ,����,�.�,,�����,��-�,.��.,.-...____._,______, ­­11_­_­._.____.__�;;M_;;............�­...............­._­._­­......---_-1-_.--_-, 1. Z! -1--------------- ..--. .==-. -----------------------------------------------------------------------11-1-1-1 � N I / .1 I I tt I " I 11 I . I I I � !�� I / .1 11 I I - . A 'N i I i W I I 11 . I I � ...-1 N I 1 2 i I ._-1-11����----------------------+---:--:, J- -1- - . I tt ­ ___I------­­_ __.. - __ -=I--.--=,-.7--.-r---=�,-M�-:7!-_=--=.�__:7---:r__ ------.....I- 8� 1 ; ­_- _,___,_,______ --.-..---- _.___­­-- ­­­ ­­­­­­­ ­­ - t.--1 �_�'.�,=r!==_ -"%' f� � i . . - ........ .7.._=._=_=--- - - - - - - - - - - -�- - - ____,�-------I ------�.................­­ . I-—- . 11 i t I -11_____ ---J_------------_-------------- ........r___, � � - - ______71___ --I, -- � ,� I I I " . � .1 11 - I I E ; Construction Set I � � I � . . I I I . � I I . I . I . I I I I I I / L ' � � . I - . � N t t : I � I I I � I I' ' . 11 I 11 111 . I � � . 1. I i .1 11 I I I i � t Q I I I I . I ; . I I � ' ' . . 11 . I � 1, 11 11 I I � I i I I � I _ I I � , . I � I , ­­_­ ___.1___11____ -.- ___ I I - :_ = I t i W I - I I I , I I I I I I % I 11 I I - I I - I ., I I I -----, ----------111", , t : _Q , , "=� '7_= I--- I -1. = * - � -- t-1 - � - � - � _Z_, , -______V=____-__- --,----- -------.- ___ -,­ ­­-----------­­­ __-------____---71F _X - _== 1-----_____........... . , -1-11- ---­ I i 46 ----------------------------------------------------------------------------lr­= ----------- ------------------ I ___7_.1._._---....--7­­­­­­­­­­­ =_-� ; c - l _: I E�==-Z��_:---4L zr­-�=�---­:�� 7-----------"!---------------I---------- ____ --�-��----�--�--�-��----,T--s�-�-----------------7--- . I 1. I . � ZZ I i I / I I : 1! I , I I , I ­ _ I I 11 � . I 1, ". . 1, 1, I I - -[_ i . /11 I Z"I � . I �.�'. . ­� I I i H 11 JZ ! I I I � I. 811.2 , . 1 811 2, � - ,- , , , I i I li/ � I ­ i i i �� I I I . * i . .1 , I � � I . -1 � , � ,� " , , I in i ; 1 I � I 11 I 1 11 I I I 11 � - I � 1i i i 11._ -1 -----1.1-__-__---------�-------I------ , I I . / , - ­ ­.- �- , ­­_ - I' -.-A-�........................ .........­­--------�----1----------------_-1____.--------------------------------­___.___­_­­ ,_=------- -____J__......-.1-111-1.1- M I ____ ----------- ---.-.---.- -_ -------- _-......11I.IX. 1-1- _,_______________...___ .___.__T__= I ! 1 ----7---7- ---=-��'------ i i t ­-�­-4---- -.......... ------.--.-.-­­­---------------------2:;!!!!!T!!!::::;::::::::::�.............I-� ­=__��_­__ ­____ Q I . ; � I ! Q --_ , - ! I . . --------.---.----J--== ,� , � , , , , . I � . I I . I I 1, 1 I � I I . I I � 7 I . � I 11 I i ]I .It; S i Project #: , , , ., . , I I � I I I I . I . � 11 I I I ; / / I 11 1 8112 1 t i I I � --- i � , I I , I . ) . - I I �. I I ! i I I I I I �, I I � $112, , -, i . i i .� I I , � I I � � I . I I . � I I� � � � , . I I I I I 11 I I I .� / I I I I I -'01110- � , , I I - I . I � I � --- � � ______ - --- -_ _________.M_- -_ 10 i -_ I � I � --,-----.- ---.....---,-----,�-----------,',-------=-- � � . I t il Z_ , 'm _-___,___ �­-------­--- I I I I I i - -.- -IT-1111 -.... -1.---1.1------------ ___4______ - � . - ---: =='. Q �V __ ", : E Z�:=:=��= . , zi------------�Z___ _______ I i �1,e ----____=7_ ,------- ,_­­ = ..._...�----,;--,, I I I . ­ .. .........._.._____...._­.............�------------------------­­­­-_-_- - I I I. i i I ! ! I I . I � -------- -- -- I I --------------------------- i i , I - . 1. - I I I . * ill � � 14004 . ==r� - __��L. ,� � , � �,,I , � '' . I .1 ."I.. � > � I�, 11 I I 11 I 1, , , ' I', , 7 11�, . 1�1� � � � I I I I J! i / ", I � � I I I I , 1. . I I I I .I il 11 1, I I I I I I . , � 11 I I I � I I I � I I I ! i I � I I . : I I 1 1 A�=... I I I . I I I . , . I I I I ,� I --, . � I - I 11 i 11 1 l I I� � - 11 I -_ __ ........--1-___,_____t . I I I I = i I i ---.- __"______ --------.--- - -_ i I �____ , I =��=___._L__�_11_____�---------- ----��-.--�-----------..-..-..-�l---�--------------...-1---­­� i i .-'-__-1______.__-______­------ � � ---,.,.-.11,��'ll".�--�,,��-��.���,.��-�:�z--.�",--���-"�"-",��--�,Z-,z:,.�.,��,=.!:�,.�-",�""","-"--,�I- 1\ . 1! ���-----.-.-.-.-.--.-.--.----�-�--------­­_­ B -------L------------ -1-:....­­­.............�------�......... =- -------------- N�-----------------�=___ B I i I I - , L�_1.___._._.__.___ , % ! ..� i 11! I I - - -�-----------,---,-----*----,-----,------- . I ____ P1 _T___- - I I I I . I . � I pl-0. 1, I , I I ., I � I I , I 1-01. - i !1 I 111 1, �i . � 11�10r /I , , I ' 'I I - I . 11 I 1. � 1. 11 . . Date: - . I I I I � . I ! . _-Oil . � I I . I I I -1 21-011 " I I � 2 I i - I � � I � I �� I . I I I I I I 1. I I ! I A9.I) , , ), - I I .1 I I I � I , , , � I 1, . I I I . I // I I I I I I I I � 11 I I I I - ___11 I i ! I ­­--------------­­_,_­­____------�-------­­­... \______1 � . - I I I I I I - I 71 - , , I .1� . I I 11- ......­­­_ �� I I - I J I P , � � I I I' ', � � � � ------ I -1 " , I ------�-----____.__.______ , , I I I I . � I - ".. __.- .-1= .--1111=....­_1111.';1%111_11r'11`r= __ - _____________ _._____.________._____.____---- - -=--..F=-�.==-__=-= ­_ -1-- - ­­­___­_____­_ ____ ___.......�-...�-.-�-��.���.�,���.-�--.--.-.,.�,.�-�,,��....__.......____..._______,_.-------__._____ ___ - =��.---, .. .....�_-.1- �� .... 11 _==Z::t�= ­_ ---_­- ... _4 I------ =�� _::::::: --r-=47 " , I I � ---------------7_____1- ----------------- . � --7------7- . � I = _� =ttt7t- I , I I I 1 7' 1 1 , , I I � � . "I I . I 1 2 1 1 1 11 I .1 I I I I " -- I �� I- I I y I 1, . I I I I I I I I I I I .1 I � I I .1 I. I I I ill --rake flashing- ; 1 � , I v I � , I I I' I ' I I � / ,I 1. i � I I I I � I I � I I I . I , ! I I----------­__­_.­­_­­­­ -71 I � I I ---�------7�r_­!�I _-_-_ ------ - - - - -- - --- -- - -� - -- - ____� - � � L_-;t. -,- - . - - - -- - - --_�r...=_=_,:4------___1-----�--- I J - - m � , _41_____ 1;� � -_ __ � - - I ------------Tt.__._J_-------­----­_­=­-------------_----------__._WW�V�mw�::-..=_-�---------....... ........I--------- - - __­_____dL1- - _ � _=_1==__.'�==1'_1=11.111-111.1111111- -11 �;... 11 ---t-----------------------.-.41-.--.�--.---.--......-..-.-.�-�------ --I--------,-�__=,__ - _,__ � -�­_ --.-.--", � � � � � � � � � � � � � � . � � . � � .. � � .. . - I/ 111. �__ - ___ ---.----------.- � � .. - 140fi-__ .-. = L '----- --face of wallbelow '7-- __1---------faceofwallbelot ---- I I �� it L---wall below-----­ = - . = .------ - t - - I I 11 � Revised: 0 _ 0 0 , - ____ r\1 I --------------- . __ 0. � _____ I __________________________------­_____.______ ;:"­.:7_=.:_1:Z__4Z._".*.". 0 .--- --- - " �--�-�-,-.-""""^�-1.11,�l.,.=",��I I � ----.-----------�----------------------------.---iial�L __ N �� ___ I ............�......- -1 ­- ; _________.­_____ ---.------ , - - ------ H ii i -.-- w;"fifo------ N - - ____ N ; ____ -_'-.W----------------------- =ba ve'flasq- i �------------� ­. '�_ ---,------ N ��__ -------------__­­­_____...._­­_­____­-----------­____._­---��-1.1-1-11-1-�-�-,�,�.1-1--l-�,-�11-1.��1.11��-�-�-�-�-���.-I- 11 ! �Z . ___ � I , . ----- , - . -------- ,- - N ---rake flasl rig- --rake flashin-a------- I- - eave flash* - I I I � Ill. I 7JJ ---- I -4 ing- ! , , - ,I,- I I I '!I 11 I 41 ill 1 lij 11- 111 I i Ill I roof vent penetrations ONLY _L_____J roor vent peneir-a 7ions ONLY il 0 __Ill J I allowed in this area haff-round allowed in this area down half-round gutter A gutter spout down 1,�2 spout - Sheet - verify correct placement&alignment of a#exposed rafter tails as per elevations as align exposed rafters&roofing align�Wth architectural elements A2 .4 i_/42 of I TD ROOF PLAN * ���������� 11-011 . Note: Details of the door or window& face brick casing are not shown here. See other details Isokern flue casing for these conditions. lsokern flue blocks wall as detailed elsewhere(see schedules, prefabricated Isokern flue cap installed details&specifications) as per manufactureris instructions @ gauged brick lintel(do NOT use standard top of Isokern flue block brick;subn1it shop drawings) Isokern flue casing Isokern flue block IIIIIIIIIIIIIIt i brick chimney IIIItIridge vent IIIIbreak flashing IIIIIIIfters to center around windows I5-V metal roofing IIII21 0C 2' 11 C Irowlock course corbeled 7/8" ed rafters Iflashing IIIII(use solids so no cores are visible) IIII1/4" HEAD HEIGHTOL IN go 8 header courses corbeled 3/4 per course I(use sol'ds so no cores are visible) IOVERHANG1 face brick ICopyright K)2015 Starr Sanford 9 TO EDGE 011�ROOF Design Associates, Inc. All rights 4 header course corbeled 3/4" Ireserved. The design con-epts, IIflashin dr erial, and (use solids so no cores are visible) 9 awings, written mat IIIexposed rafters sgecifications of this document are t e property of Starr Sanford Desi n 9 IIIIface brick IIIIAssociates, Inc. No part 0 e IIdocuments shall be copied,disclosed IIIIIIIto others, or reproduced in part or ItIIIIwhole in any form without the 21-9'3R I 0'_1 11/8"3RD LEVEL FFO� D LEVEL L A3. L IIIDesign Associates,Inc. Do not scale written consent of Starr Sanford 9' 1 1/8"Top PLA�E rawings.Use given mensions o If not shown, verify the correct 8 1-1 11/4"HEAD HEIGHT 14 CENTER FLUE BOTT WAYS IN CHIMNEY dimensions with Starr Sanford 12 Design Associates, Inc. Contractor 2'-7 ............................. shall check and verify all dimensions 8 19 and conditions of the job site. 18 ............r-m-m-M. b I3/4 2xl 0 band __10P0 cedar shingle siding GAUGEDBRICK LINTELELEVATION CHIMNEY CAP DETAIL ISOKERN CHIMNEY SECTION IBahama S utters wall to rooF Flashing wood casi g(beyond)----_%, I'll...............cedar shin /e ILI Iflashing 'T ....................................... ISEALANTNOTES I---------- ----------- ........... ................IIIUse materials appropriate to the application for maximum life and optimum IIIIIIIIIappearance. All joints should be sound, clean, dry & free of contaminants., 1 V7 7/811 2ND LEVEL III7/8"2ND LEVEL FF ISIDINGNOTES sheets a n4aftm t0-C-Q1#er-aMund-door—-Caulking or sealant should be applied in accordance with spec data nd IIIIOil t 01. 91011 -C 0 IIlz 0C I2' 2' 2 21 C1 II �if 10., Imanufacturer's specific recommendations. Colors shall be selected byl IA 101-1 1/811 Top PLATE IIIII1. Exterior shingle siding shall be Cedar shake installed on breather fabric. homeowner from manufacturer's standard colors. Caulking or sealant shall bel qv i ItII12 IfIIIIIinstalled so that finish surface is smooth, even&regular. IIICaulking shall be installed at interior dry joints between dissimilar materials asi 41 8-1 1/411 HEAD HEIGHT$, required.Sealant shall be installed at exterior or damp interior joints between 3- dissimila�materials as required. Prime all substrates w/primer as recommended by� 5-V metal roofing manufacturer of sealant. Apply sealant from the bottom up. Apply sealant when Id wood beam Ioint is approximately half-way between design extremes. Use flexible open-cell� column flared shingle base po lyurethane foam backer rods at all butt joints to create a sealant jo'nt no� oundation thicker than 1/2 the w'dth of the .oint, but no cases thinner than /8" brick F 81-211 CEILING HEIGHT thicker than 3/8 . Lap Joint depth shall be no greater than 1/2 the width of the 0 0 00i IIll 13 U U U U U 11 U I-=:::L 7=-- Ijoint.I 1/41,-HEAD HEIGHT f IIIIIIan@ OEil IIIIIIIII ST LEVEL FF I ST LE EL FFmK II -41'PORC H STIEP DOWN -411 PORCH STEP DOWN NIIIIII-7 IIIaD IIIII21011 ble shutte��­IIopera Ibilck sWs ItIIPI-0 0C 21 11 P'. 21-0 0C 9 I7,7.......... U z z U 17 t <IM t0 0 III V-5 7/8"GARAGE 2ND LEVEL FF ILI W Iz z IIFRONTELEVATION ILI W I ............. 0 0 id% I 0'-I I/8" )P PL�TE IQD ...... IIIz 0 0 z IIIt........... ............II8 II---------------T 07 ................b ............IIIII.......... ridge vent ............MAIN HOUSE FF 0'-O" -7-......... metal roo ng .............0 II........... IYA I-----------GARAGE FLOOR FF-2211 MOE 19 1 A HEIGHTgk IAVERAGE CEN IIER OF ROOF 11101-101114- tII42 100, II8 IIIIIIIGARAGE STREETELEVATION II ...........IIIIIIIIIII.............I ............. ..........I ....... ....II ...........III 0'-1 1/81,3RD LEVEL FF ITnM1 ITITMI IT=I TM M I MM ffm rm=ml MMMI T=T__III3 III81-1 1/41,HEAD ..........I ............ .5-V metal roofing IIIexposed rafters -21,CEILING HEIGHT ........... ...... ...... .... ...........81 cedar shingle siding I _- ---------------------------- wall to roof flashing ..........I2x8 beam Jh6l-9 1/41,HEAD HEIGHT ................... 111) IM...............begin rafters @ center of chimney-afters II :1 ............&verify alignment of columns under r I -2x4 stud wall set back to ustify @ ..........I............. ...... inside face of beam to allow for "break"@ gable wall w/cedar exposed rafters IWindow sill N ..............-F U 11 I 9 ------ 2-4 shingle siding Finish Icedar shingle siding Arpjv_ A3.3 ibrick chimney II z It ridge cap I----------- 5- fing 1 11-7 7/81,2ND LEVEL FF .............. ........ t 1> � - ­ I "I .............6== V metal roo I2xl 2 band........... - - - - - IIIfIII4 tL4 t W 1 12 ll,� ............................ .......... I-7 . ; I ..........21 ------ ............iIJ Iru ------------- ----------------- 2 2 fill]1111111 IIIII IIIIIII IIIiIIIIII 1 1-5 7/8"GARAGE 2ND LEVEL FF iI—r T- IConstruction Set F t U I11 11 �u __U U---------------- =1 Fo��Lll 11 4 r J U U U 11------------- . ........... ................ Project #: . .......... .......-------------I 0'-1 1/8"TOP PLATE ...... IIit 0) ................ ........... L II ............ I-----------exposed rafters 5-V metal roofing .......... --exposed rafte I14004 rs.......... wood beam exposed rafters .. ....................wood bracket&beam L Iwood beam chamhered wood columns .................louvered sho Date: ------------ woo co umn ----_-------------------------- ----------- chamF r ered wood pilaster cedar shingle covered wall flared shingle base louvered partition wall—IFlared shingle base(beyond) .......... Icedar shingle covered wall brick Foundation brick foundation(beyond) IT--U) brick steps IFlared shingle base- ----------- Revised: Am brick Foundation.......... I------------0 CD T __;L .. ... ------ I6'-(Yl 61 ........... ...................... f b 8/21 / 15 ILiL T ................ .........IIIII.............. I----- ------------------ -------- .......... ....... ----------- ..........II ST --LOOR FF I...........0"MAIN HOUSE FF O' 7777 IPORCH STEP WN 0 IDO 01 if ------------- IGARAGE FLOOR FF-22' align rafters center 7 of fireplace Sheet r &on columns ILL 3 . 1 SOUTHELEVATION ELEVATIONNOTES 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the builder shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions conditions at jobsite.2. Finished grade lines shown are approximate. Verify that finished grade slopes 7: IIIaway from building for at least 48" outside building perimeter. Builder shall testablish finish floor elevation in consultation with homeowner. Builder shall Iw 4 take into account design intent, including number of steps, water table masonry, IIIetc. Builder shall also assure that there is adequate clearance between finish grade&any wood construction. IISee details for exterior materials not shown here.3- ICopyright (02015 Starr Sanford ------------4- Gutters& downspouts may not be shown for clarity. Homeowner may elect to -----------------------T Design Associates, Inc. All rights use rain diverters over doors & walkways in lieu of gutters. The Architect reserved. The design concepts, drawings, written material, and 8 if there are any trees in the general vicinity of the suggests omitting gutters 1 Isucifications of this document are house since stopped-up gutters overflow, eventually rotting eave tri im. t e property of Starr Sanford Design Prop erly-planne d French drains in the ground below eaves can carry water Associates, Inc. No part of these I _77r7 ---------- -----------successfully away from the house. If gutters& downspouts are used, locate to -------- documents shall be copied,disclosed to others, or reproduced in part or Iallow drainage to flow away from house, adjacent structures & property line. whole in any form without the dk I 0'-1 1/8"3RD LEVEL FF Locate downspouts in non-visually-offensive locations Do not locate _jL — 5 I 12 T written consent of Starr Sanford ------------......... ---- -------------- ....... I ---------------------------`-----------------------Idownspouts on front face of house unless shown. The Architect suggests the use I ........... Design Associates,Inc.Do not scale Idrawings.Use given dimensions only. of traditional half-round gutters & round downspouts should the homeowner If not shown, verify the correct U-1 1/41'HEAD HEIGHT ---------------elect to install gutters&downs outs. dimensions with Starr Sanford Ip IfAll columns shown shall be Architectural Grade. This grade includes Design Associates, Inc. Contractor Ibegin rafters osed rafter tails center of do r Ishall check and verify all dimensions Iit correctly-proportioned base&capital details&proper entasis(taper).I81-21,CEILING HEIGHT and conditions of the job site. U Shutters shall be sized to match actual window openings. Mount with hinges&1 1/4-1 HEAD-H—EIGHT Ihold in place with shutter dogs located at bottom rail as shown. It is better to use C4 no shutters at all than to use the common fake screwed-on type, which are Itechnically known as Screw-On Do-Nothings, since they do not shut. To be a ............Shutter, they must shut. It ............ ..............f --------------- ---------------21- 2'OD oc��11 HI M IT ...........-----___ ..........II .................. .............. I 1 1-7 7/811 2N D LEVEL FF .......... ......IIIIIi align rafters 0)center of building'I 12-flosAng roof- 13 1 3 ow ftpr I .............ed ,,)osel, II---------- II 1 1-5 7/8"GARAGE 2ND LEVEL FF ------------ ........ iIIII/41'HEAD HEIGHT I-I I/8"TOP PLATE I 0, t .. ..............iIIII16 IIexposed rafters_���wood beam........... chamfered wood columns H I Icedar shingle covered wall 4 base cabinet IIA9.2 U) ................ ..........CD 0 ...........I0 CL ............ ......L III2 ic8 I Wan k g,ite II2*8 p tan g�te �D If b lared shingle base(beyond) I .......... nick foundation(beqnd)I1 ST LEVEL FF Ah MAIN HOUSE FF _7ff-4'PORCH STEP DOWN 0 UGARAGE FLOOR FF-22"f N GARAGE COURTYARDELEVATION REARELEVATION SIDINGNOTES SEALANTNOTES I. Exterior shingle siding shall be Cedar shake installed on breather fabric or 1. Use materials appropriate to the application for maximum life and optimum appearance. All joints should be sound, clean, dry & free of contaminants. Caulking or sealant should be applied in accordance with spec data sheets and manufacturer's specific recommendat 1 ons. Colors shall be selected by TRIMWORK NOTES homeowner from manufacturer's standard colors. Caulking or sealant shall be installed so that finish surface is smooth, even&regular. . ....... 2. Caulking shall be installed at interior dry joints between dissimilar materials as I. All finish work shall be executed by trained journeymen and shall be filled, ridge vent i required. 5-V metal roofing 12 .......... sanded smooth and ready for finishes. Trim materials should be tempered to Sealant shall be installed at exterior or damp interior joints between dissimilar 3- ambient project conditions. Al inis um er, trim, mc, ings& mi wor s a 3 materials as required. Prime all substrates w/primer as recommended by ........ have a moisture content of I 2%or better. manufacturer of sealant. Apply sealant from the bottom up. Apply sealant when 2.61-9 1141-HEAD HEIGHT — Exterior fasc*a shall be backprimed 2X finger-joint redwood screwed corners joint is approximately half-way between design extremes. Use flexible open-cell I (see Drawings for widths). polyurethane foam backer rods at all butt joints to create a sealant Joint no 3- Exter*or soffits shall be backprimed ix finger 'oint redwood up to ii" in width Ithicker than I/2 the w'dth of the o'nt, but 'n no cases th*nner than i/8" or i or shall be 1/2" smooth factory-primed exterior hardboard if greater than i i Ithicker than 3/8". Lap joint depth shall be no greater than 1/2 the width of the wide (see Drawings for widths). .......... ....... joint. 4 Exterior cornerboards & casing shall be backprimed 2X finger-Joint redwood I121 1 I (see Drawings for widths). 8 IInterior trimwork shall be shapes as shown on drawings. 121 IIIItI ................ ......... .......III10,-1 1/81,3RD LEVEL FF 12 7� I....... ...T---------------------------- 12- ............I ........... ............. 3 ..... .......81-1 1/41'HEAD HEIGHT .......... I5-V metal roofing I81-21 CEILING HEIGHT exposed rafters ..........cedar shingle siding A3_3 J A3 2x4 stud wall set bacK to Justify 6d) I -9 1/4" HEAD HEIGHT 6'inside face of beam to allow for r2"break"@ gable wall w/cedar ............shingle siding Finish ----- --------- IItI'7 ite osed rafters...........24 xp............ dar shingle sidin 0) brick chimney IIIridge cap �D I ...................... .............. Ii 5-V metal roofing II-77 ............1 11 /811 2ND LEVEL FF IIII---_--------- I12 ........... tI ------------------------------------............ .......... III............4 II ........... 6 IIConstruction Set I -5 7/&'GARAGE.......... t ---------- �33 2-ND LEVEL FF\-F T- IIItIIIOP PLATE 81-1 1/4'HEAD HEIGHT Project #: ........... IIIch ............. ........... ----------I ......... .....................T IV metal roofing osed rafte 14004 5 ...... ------------ \�!Xwpood beam IIexposed rafters Date: wood beam --------- .......... ................. '44w-chamfered wood columns Iwood column chamfered wood pilaster—__4011, Ilouvered partition wall flared shingle base Icedar shingle covered wall brick tibundation ................ IBahama Shutte ...... ------ to brick steps IRevised: flared shingle base nc un a on III I -----------............. .......... ------------�24 .............A3.3 II0 I........... ............I ---------- MAIN HousE FF a-0"d-%I ST LEVEL FF I0 I-41 PORCH STEP DOWN ---------- -------77- GARAGE FLOOR FF-?-Z' Sheet 3 . 2 B NORTHELEVATION Ea A3.2 Consult Architect if there are any questions Consult Architect if there are any questions Note: Details of the door or Note: Details of the door or concerning this situation. concerning this situation. The intent of this drawing is The intent of this drawing is only to illustrate exterior only to illustrate exterior cedar shingle siding as detailed elsewhere cedar shingle siding as detailed elsewhere trimwork. Consult Architect if trimwork. Consult Architect if `xri (see schedules, deails&specifications)over (see schedules deails&specifications)over p there are any questions there are any questions breather fabric on exterior sheathing over stud breather fabric on exterior sheathing over studconcerneseconons. rn"rernronons - wall w/insulation&interior wall w/insulation&interior wall as detailed elsewhere(see wall as detailed elsewhere (see 4' finishes as shown elsewhere finishes as shown elsewhere schedules,details&specs) schedules, details&specs) door head flashing run up 6" dow head flashing run up 6" and out over drip cap as shown and out over drip cap as shown �N !H<sx3tit" + (::ea•�tnc�•a++x � lssri4ie- ' a r ro +' aZ ge�?zi'&''� Eaxrwttll4fE'rr:•.il:li•si��ia.�•a�i� r;K�4 ,!Efri-1!)`S� a J flashing over 2x12 w/ 1/2"drip over 6x8 corbel, ;, space as shown on elevations ;P P '' > Copyright ©2015 Starr Sanford z Design Associates, Inc. All rights ��:.� ��"," ,r. "'',::E: — �"��y „-�-Y��.�a^'���a aa�ks ��k x�°x�q�-a� .,,bs;�ve a.• z.e�>:.szae��x3. � E" 4 E ask x reserved. The design concepts, i w s> wmaterial, drawings, written mri 1> n ""� �. � •r ;v �s " ^� a' � �' � z r s �� e"s � r �s ��zs� a x, o s ib- :° x,Ea•- tt :>. zb y �s a z$' ", s ,s.a �.a..°„?�•' '�. Vis, �?> � � r k~ r a � 9�"; �+��a ifi i n h' sec cat o s o f this document are x w;,ra,;'. �,^- r 9. � ;,: '��� � 3a d," 5���,.�... n �.�..- s.�a ��'ss wkas'f*z £•st"3^i g{ ``y���� .,S A ,t A F 3'a5 "tiS t `'^il�'� .vC'E�,✓.. gg x�x k.�' k �4�#E t$a .,a:" �R, p the roe of Stan Sanford Design prop m' g Associates Inc. No hart of these Y 11� R EAL documents shall be copied,disclosed x�, z� n� "..z� �zsa. ��'��` '� daf;r 2�z���� ,F tea•.rear ram s�€ � ���•E ae,a-,;,, Yea. : ns= as"a.. zss` a -.'- .azE fi,k.K� A2.4 ��x �i ,��,� �, ��, �#, F � �"���k ��s >� a �" E� �""�' a� ,��- ,� E ;x��: Mfr, � . ,� ��> � � z a���..�E� �E to others, or reproduced in part or � � �a �,.,.e�'.•"r, ,: "a°"'"s. ,y.' xis=g�,�'��Z� z s'�a�r ax �a:��a� $ t y"����`asa�:.�a g sa��a�,:. s�tz��'k�.9�as whole in any form without the II µ 1�4 REVEAL a 4a % a xaz a8a a a „ `s E written consent of Starr Sanford Design Associates, Inc. Do not scalewa roof flashing wall to roof flashing � P a' .aka;aa drawings.Use given dimensions only.over roof deck w/1x4 edge strip eave flashing over roof deck w/1x4 edge strip 5— metal roofig over Ice&Water Shield or 5—V metal roofing over Ice&Water Shield or If not shown, verify the correct equal on 1x6 T&G decking, equal on 1x6 T&G decking, dimensions with Starr Sanford Aa align ribs of roofing over exposed rafters as nota align ribs of roofing over exposed rafters as Design Associates, Inc. Contractor s wn on elevations shown on elevations 8 8 shall check and verify all dimensions and conditions of the job site. 1 A9.2 A9.2 A2.4 DRAM MG Y SGL[ DRAWING Y SGL[ DOOR HEAD & JAMB SECTION/ELEVATION WINDOW HEAD & JAMB A3.3 1 0 12 `� 12 Note: Details of the window 4 4 are not shown here.The intent of this drawing is only to a a mar�" �: � ����r e us ra e ex or rimwor . K = Consult Architect if there are Y sr '. +" a a " any questions concerning these Sx , i conditions. wall as detailed elsewhere(see schedides,deraits specifications) a AN 6x6 solid w od beam 6x6 solid w od beam ; r Jaz $i. 4111111 30" 30° y F� d sill d ll flashing as shown e a both sides` e tend f ; P 3 @ Joints , S �araa r g + r az s Ys s Eta s � ds�m,'"r a�E' 2 /2"x 4 wide vertical 2 1/2"x 4 wide vertical ' br cket cut from 4x8 bracket cut from 4x8 Y Y QI'R (EAL t Y <$ #teYL"dCC tiff ti0or aS AN ksce S4�LC a i "'610N Sa s a BI YI R E''k� u. YE a Y E Y E 5q 9 „a\i 1 s`E .:details YY+$p1ei E E u.'� E k.Y a"3v�n�`" No..JE pF` 'y$ ffltii2Yt�ti0n wa a detailed elsewhtre 30 30 DRAWING Y SCAL[ DRAWING Y SGL[ DRAWING Y SGL[ DRAWING Y SGL[ s BRACKET & ROOF SECTION 101 BRACKET & ROOF SECTION �E 1 1 DOOR SILL & JAMB SECTION/ELEVATION 1 1/2 12 WINDOW HEAD & JAMB 1 1I2 A3. 1 -O A3.3 1 -O A3.3 Consult Architect if there are any questi ns Note: This detail is typical in nature,and is Note: Details of the window&frame are concerning this situation. intended to outline the general procedures general in nature and may not represent flared shingle siding over plywood s cern or for flashing&jamb-wrapping doors& 6, exact configurations,as this may vary blocking as required windows.Opening sizes shown here are between manufacturers. Consult Architect M4 Ice&Water Shield or equal purely schematic.See Floor Plans and/or if there are any questions concerning this eave flashin over roof deck w/ x2 edge strip\ g p Door&Window Schedules&Elevations situation. edar shingle roofing over Ic &Water Shield or 0 equal on 1x6 T&G for sizes of openings.See Wa11 Sections for window(see Window Schedule for type, Z \ thickness of wall. size&design) p Z \ Q` N 3 a \ ,O Step 1: Extend sill flashing 6"minimum 1x6 casing over exterior sheathing = 0 ' \ ro each side of opening or 2"past edge of window jamb w/jamb extension over shim jamb casings(if larger than 6")for wood space as required over 2x6 stud------� j �✓ \ \ openings&wrap up over sub-sill 1x6 flat casing over interior sheetrock 0 \ \ finish x \ Step 2: Extend 10 mil vinyl jamb wrap \ 6"minimum each side of opening av \ seal these locations thoroughly with �2 \ exterior sealant 2x4 vertical cut jamb wrap at angle as shown where wrap meets sill&extend over sill aN bracket cut from 2x8 = \ flashing as shown U) \ \ Note: Vinyl jamb wrap is not shown on (=14 \ �/ \ door&window details for clarity,but should be installed on all exterior .� \ \ openings as shown here. AV \ Step 3: Install head flashing over jamb z 43 \ \ flashing&extend head flashing 6" ' ' = z h \ \ minimum each side of opening o fit, ti \ Note:Head flashing should be run up 3 0 S \ behind wall sheathing whenever _ i possible. window(see Window Schedule for type, ¢ 0 2'-5 2' size&design) 0 X \ M DRAWING Y SGL[ DRAWING Y SGL[ DRAWING Y SCAL[ 16 BRACKET & ROOF SECTION � �E _� OpeningA3.3 1 -O A3. Flashing Detail . WINDOW MULLION DETAIL 1 1/2 1 -O ^q` k B YE, �ar&s°'' akS s o rzaa Construction Set Ni Project #: 14004 x Date: 7/16/15 N Revised: Sheet 4"R EAL A3 * 3 DRAWING24 Y 6GL[ A3.3 WINDOW JAMB & SILL SECTION/ELEV. 5-v crimp metal roofing over roofing felt column cap:from 1x4 as shown over roof deck over rafters (align rafters&5-v roofing seams) �t J 12 s� 12 3 8 M �9 � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2x6veri w/en ineerin ----, �.9 column;provide column sized to carry load ase less than x ° if not shown but in no c 4 4, locate column within column casing as 0 _ 1 required by beam location shown in W M 8 wall sections) U 9 2x8 sill w/2x4 blocking between r C W 12 2� plywood floor deck on floor joists A9.2 (see Floor Framing Plan)w/band , ,r,,„• .��aE,.,:,, t>:,.-,E„• Z O 8 Q Bonus as Q joist at perimeter CD CD J 0 0 sk rr�w;Di„Itiaa:irlx si,ri.rsrrrt ±Ky>a ''EPtS 1'�"3: U 0 12 C>� W M Copyright ©2015 Starr Sanford U �+��8 Design d.Associates, si nc.n concepts, rights W Z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - drawings, written material, and � 2x1 Z Floor the property of Starr Sanford Design 1,-0„ F s ecifications of this document are interior finish on floor framing w/insulation 00. 2'-0" Associates, Inc. No part of these documents shall be copied,disclosed 0 1x6 square edge T&G orAzek where exposed 2,0„ to others, or reproduced in part or 0 whole in any form without the FE _ U. eave flashing over PT 1x4 edge strip written consent of Starr Sanford 0 Design Associates,Inc.Do not scale w thru-wall flashing over continous 2x6,align drawings.Use given dimensions only. n Master Master w 0 with window headers(see elevations) If not shown, verify the correct k a,, 0 dimensions with Starr Sanford N Bath Bedroom a ” W Design Associates, Inc. Contractor .�� O Am cedar shingle siding over breather fabric on shall check and verify all dimensions and conditions of the job site. .- 0 exterior plywood sheathing on insulated J DRAWING• SGL ^ wall w/interior finish as detailed 1 COLUMN DETAIL elsewhere A9.i 1 -O" N IL heathe entire house in 1/2"plywood '> 18"Floor Trusses t0 X8 PX°�SPd i 2 tack upper level studs over lower level studs' ��`er� 4 so that wind strapping ties studs together % I m install 1-1/4"wind strapping 32"OC(every 3x8 ex o ed raft 3 �� other stud w/IOD nails;engineer to N _-: determine end lap to meet or exceed all Gf wind load requirements,and requirements _ 0 of local authorities a 0 W W F- ;t POW', � I N Dining Living o 0 IL L6 r9m 401 0 1 n wall to roof flashing— 1 0 A2.4 0 In I I • �• AE Z 7 5-v crimp metal roofing over roofing felt 4, ¢ ��g;�a A9. p 9 9 O °- � 9 over roof deck over exposed cas° �r } rafters(align rafters&5-v roofing seams, YAi }• see elevations) cq�J •{ plywood floor deck on floor joists (see Floor Framing Plan)w/band i r"m o st at e r eter I. 9'-8" BRICK POCKET J p 1 i-7 718 + 2ND Loo eave flashing over PT 1x4 edge strip 0. g35'-a' 101-011 Z �v Sedrah`P� 12 RAW NG 3�4„ IS"FJ russe 4' A9•, Section t ru Porch 1 _o - � x4 std wall et ba to justify�a inside DRwwMIG« � ,} ace of beam allow for"break" gable 7 STRAPPING INTERMEDIATE FLOORS 3'4., ll w/ edars ingle 'ding finish exterior A9.1 1 -O sheetrock ceiling attached 1 interior Finis to floor framing 1x6 square e ge T& or k Note:stack rafters over wall studs so that M loads are closely transferred as shown. frieze from 1x10 over 1x8 architrave& install hurricane clipto tie eve rafter to every 1x1 over 2x12 taenia from 1x1 on 3/4 plywood sheathing double top plate and another clip to tie top over blocking plate to every stud;engineer to rM determine clip specification to meet or i 2 exceed all wind load requirements,and 8 ents of local authorities,but in no case sh ll clip be less than Simpson x8 __ _ beam soft from 1x12notched both ends L 2x6 ver& wen ineerin J_ 3/8"as shown for dr& 2'-a' 1 8 - 1 8 2 wood column beyond cedar shingle siding over breather fabric on exterior plywood sheathing on insulated 0 0 Wal/w/interior finish as detailed Bonus OD elsewhere 1 0 ^ 2x1 Z Floor Joists 2x12 Floor Joists 0 101-011 0 2 LL C� W 0 19 = 0: DRAW,NG. .,, N Bedroom N Bath N Hall Bedroom/Study w �.a 0 A9.1 As 1 RAFTER–WALL STRAPPING 3�0„ L - 0 ^ W H W Consult Architect if there are any questio M U concerning this situation. IL 0 J - - - - - - - - - - - - - - - - - - - - - - - Fared cedar shingle siding(see detai! U cedar shingle sidingas detailed elsewhere Q t0 3-x'8 f 2 0 IS Floor Trusses 18 Floor Trusses _ eX bullnose brick C�perimeter,allow inset in 1/2�see scheuood sheathin s over12x6 t>a v ^ oseO�rdP 4 flashing concrete porch slab For finish porch flooring wall plywood insulation&interior I W � ' � $ to be flush with brick k0 4"concrete slab over VB on 4"gravel fill o finishes as shown elsewhere N N compacted earth,provide control joints W Construction Set flared shingle siding over sheathing over w 11 see notes W as detailed elsewhere -1 0: _ 15T ooR FF 0, 0 '° `• }• . If? 1"SLOPE -� W = W 1 1 11 I],OII O 4111 Op°y�� 0 0 sOO p q1J W ° W F- m ' °�off$o o� 8° y •r v z• v ,�.• .r v a• vProject : Ice&Water Shield or equal J = Kitchen Pant Foyer er W Z 0 �' o °��$?o 'eoo�o > 8 0 1/2"plywood space ^ui y go� 0 14004 p Yw p 0. li = tgao _ _ W N 0 1 O n foundation,see structrual W foundation,see structrualio p W Date. ^ IL Qa engineering drawing engineering drawings - 0 0 ^ < 7/16/15 0 brick where exposed,min. 2 courses J F r below rade over 4"CMU „ 1/2"plywood shingle backer strip Q 0. W _ g g TO Revised: blocking cut from PT 2x4 3 w 00: 0 '' 8"TOE floor&exterior wall as detailed W J O N F. elsewhere I r — — — — — — — — h h h h h h h h h h h !• h h h h h h h h h h •;. _ _ — — — — — — — — — — — — — — _ _ — — — — — — — — — i. •, ., • • t • p.� J r. _ r N O > I ° O M.o • x i3d . n . W „ r r>>$, .y X•..:4;1 e ---- II Y1 .. _ II R L 3 =LEAR 0 Owl— ,_ J { { 3 L R 3 L R � t S ee :. I II .. - 8 Y 1 I 2 O 1 • 40 O 2a 0 0� - a 0 o 4XJO O s o o o 4T o _ II 0 6 $ BRI K CKET A961 DRAWINGN $GL! RAM 9. SHINGLE WALL SECTION 1 o As.1 Section t ru Porch '�, 23 Wall Section through Front Porch �„ A9.1 1 O A9.1 g 1 -O 5-v camp metal roofing over rooting felt 5-v crimp metal roofing over roofing felt rake flashing over PT 1x4 edge strip column cap: 2x2 w/AH-I I2 quarter round over roof deck over rafters over roof deck over rafters S-v crimp metal roofing over roofing felt 7 �--, -- .I I1:I1.:I,1L�­-11.1.-1L.1 1.-..1:.L.L 1:.1.I11]-1 11.I1:.L1L1..1L,1.I1.,.'.II.I 1LI:1:�I.'1-.L1 L1L:�11:::..II 1L-:L%%L.1.,::,L�I I 1 I-'-:,-LLL-.IL�-1.:L,­1.'.-:1I%I I IL"L-..­LI'.-��II.L:L,I,,L-:L:-:LL,I1­,1-'II--ILL 1L.LIL I.I,-L:I::1'I-1I.:I:LLLL,L.L.L,1L1�:-1.1L-:,'�]',,'LL1'L''.I.:-,L L LI'��2:'1LI:­LLLIL.L i�I1:-.L­_�:,I 1I I 1:.I'II%'.LLLILLLLI-:.I1II�L 1 I1I'ILLI:LLL.1 L IILL-I_'LIL,1­'IIILI'I-%L LLL I:1.L.-,.I.''1I:LL-',LILLLLL.L,II I1'%II I-L.LLL'LL:I_1-11lt'l,LL1LLL-K�i";IIL.LL,I�:rI4"II...-.I�f�--�11­,,-I-,L1.,'I­L 1��].L-.,,-L L'LI.,..�:.:.1-II1L:-.1I��-��-L'­L,�:I1,II.,�I,-".�,-­%_.��,L�.,-L'-L1.I.�I.­:II2 1,:I­,,_",-I:I,'�,�.�-::.I,LI�,,�':.L'I,11.'L,�,,,.,,'.,��LLL,,1'�-.':I:.I�%;LL L.L LL:L1II LLIILLLL:LI-:j:,1,II,'L::-"I 1LI,,.:-L�;111 LL1:,,1':�4LI,L,.,­I1�1"1I"�--L­�­�,�1.:-11,f�I,,I�L"%:Ir,,''-1,1.':1LL,I.1.,,1:-I I I I I.L1,I-1-LL,-�%:,-1.I-.:'.�;,I',-:�-L."l"­-1,.I:'I,_�'II:I:I lL:"],]LLL�.LL 1 I',L,-.].1.,.�1I.�--'1'1,,,,,11L IIIII�-.I,�,]�I'�,I,LI1.11,:,-1II­­!-'LL�.11L111'I,I,.L�,L:L�,�,LI'.-LL­�'I::I1 II 1�I-1I1,,­_�--L-_-.I I,1-"�I L,�1�,- .LLLL-.LLL.L,LL1I.�,�,�-I-"�:'-1J.,1:,�-��LLL-L_-!1'1 I,�-,:'I1.L,-'1I�L,:�,",-1':LLLL�I-,1,­,I,��%.I�I"--:.11-,,"--"�"�-_,-.,I=:'�I 1.1.I,:��-�','-,:..'',:D�I_L.1-I 1:`-%'L%.L2.-�,.�,,,,I--��.���I'1L-1.N-1�'I,,'-I���,��]­:1:I.1:I L.'�­,LL::�LI1L I..,-I1 I:1-.�.'��,,�1-,,,"L�':�1I,II,,,II1.h,�--­,__"--_"L,Z':'o�LI:'L%'.­�II',",'_�LI.I L,1L::L].�-1.IL�L.LL:,i��Ll�'�1:-:_II�I­I11LLL­�:"I'�"I­11�1'''.,.::'­1�­.;LLILLL./,L�.:.:II.I2:1LL­'I.���]��I-L.L-L1-I,:.-LI L--1L`---"L--,,I IL1.I:-I,',,"%LL-�,�_­���:I'''L L,�L-L-,.'-:,L LL,,,,1,'L,1:,:,L.I��,'::Z,.I.1�:�:111-:I:!..':.:��::�=III1-I11 0,LL­-�.���,�'.L-:'I'­1..LLLILL�:.L,�.,,�L���L L,'LL1.1,­!L,,��­I,"1,.L'_'--,:'�1II.v,,.1.,I.,-�-�I I-'',,,"L,I'I'LLIL,::.�.11,-.L.�=".%'�'L�'1II..%�I-"L11:.L�ii1I:.:�-�.IL�L�.':_1'1-I.I�,� .L,-',':-%I1-"'.:..I-_:-"--,"-.:I',-�L,'1.I�II'.-L I,,1,.L1--L:LL���IL�'I.,1.�L:,--,.-_.--�,",L1..I­­".,,,�::-L.-."��,ZL:1It"-"�L.11'11I,.,..��`�­-,L-'.I:�1.LLL-"'::.,.,�''.::..1IL��L�,:�].,�''',"�=I,,.�-�",,:I 1.-L 1IL.:.--�--,I.I:''I1I I:.�,.,,1,,,"'­L,I,L L,­-;I,-1',I"'I�'-"�!I-II I,I:-I�.,iL'�I-.'-I'I,-I.:-�-I"�I-I-I'��I�'LI.-L LI�-1.-L�IL,,,I,­I L 1 I,L]d­"L,-`-_�,IIIII,L111L L','II-.1LL�-LLL L,L,I L�"L%L':L'.�I�I,�1 II.1.:'-,LiI1 I:,'71L��L:",LL.:.I,.11I�:%;I:�,.­'L.L.LL­1..-ILL,'I.1�,L.,.-�1:�-LI:"'�II,.-I::,I:.-1.:,�-I,I��.1-_�"-,"IZ-I 1 1;-.-:1'��.,1k IL1�'�I I'��1LLL:1.I 1:.LL:��.,L I I 1:LI1%L­-�::-'1L`I�',--:,1�'II.L,,I,,I I II dL,-��':.,I-,,,-,L11I.1.":��,-''%-.-',��,"-..LLIhI-I-..��I.�..,,,1.1�I�%,I1 I�-'�-'L.,-:�1,�7I,-LL,.'1.:l.��,,.:._�'-,1 LL­--�L I,.�.�,�'.I..I 1I,.,,,:L:L:,.1 I,.:.f,,.I I,,L,l%"�,�I,IL1",-I­I,L.],,:_,II':'I I,L-,'1_:'�'I.LI��,�­",-I1.::�--IL LLILI.--L.'%,��,�I LIV-,I1���IIIII'",,,1,L IL�L.-�]�::.II�:-.:.,�:1.1-­"'.-'�_1�:,,,:II�1,.L..I!I,L�,"L.I�:':I�L�IL"I­"�:-I L--,I1.,_.�%,,I"­1���I.:..1IIIl LI.-,�'-."IL��I-,�--,�L,:1-�--L.L-,"L."I.�:"'-""L,��1'�,�".L,-',,III1-"_�""-�",­�,�L,:�'.,:,'.-',%.-L'.�1:,:I.,&L.I�L-���IL:::,1-L,..:.IL.--,I�"ILI-'�"]�11L_,I:,I]11.I-'LL�I-,�"II:',­�L1..LL�L--I1:'],,LL-��.LLL1 LL,'-"�_:L-,�'��_,L I:,,�.I',,,,,I I LL]I�,���I:1I1I'­-:.".--,.IL�1�"--L,,-.I-,-�,L,�:�-,%I.I I.L.�,-.,''I�',����_--,:,,�,:Z1:II I--:L IUI�-�,�I::LLL L-."I-IL,1,,%L.I,'LI:,L:LF,�WII1��',,,,.:'II'.'ILL.�!:,.­:':]'III'.LILLLLL.L���:�:LL,.II-.L IL,.LIL.,L,�-��I�,.L.I.1I�,-`I,1-_�'1:.',,'1I'--_I 9II'1I'..:.L.1',',.I",,,:�,:.LL.LL L'1LL11I,LI­�,I:�:],_'II-:LLI:�L:h'L_,�'.1,�1�I'L1I�.:,,''I!,,:,.,L.ILL.L1­wI'L-LL:L:"I�1I1:I1l'-,-'_,�-�",--:,,,":1-�.1"-:I L I,II�-'��-:"�1��1LI:.�I I,,"1'LLI 1,L 1:-,��-I 1I L�-:L�-',,1-]1I.-I-`-_.III LL::1IIII I I­�I L,,�L�,­,',� 1I,'�I�:��,1LL:,,L I1-.I.LL3LL::':-.1,:I�''�-1""��­:�,,---I1!I L1,:,:�I,I 1��I L1I--.--'�v,�,I�-I'.'%­­I1.'1LL-,I',,�1,�-LL1.L1ILc.'L�:1­1 L,I.I',L�-L,,]11­��-II.L�,.!�I1.:I�,L.-I1,-L L-'L,OII­I.:"II"�..LIL;­.L.',.L.1.I:,'-�.,����"���1�L1-,I'I..1..I",�,1;,'L,L:1I�.�.-'.,'"---__"I­I�-LL.I"1I,.,.L LLL1"",,L I,�I.-:.L:L-,1:L,I�I,--LL,_',-1--_�_,I.,,:�I!,.I:I�.1�,1",,-�f-I,1II­-I-....,.I-I.L 1-L II.LL�"-_:w,.._I,.'.1.,,"',.��111.­L".1.IL..,-,11,II I­'-I.L--�,"'-'.,,-J'-1.:..'I L-I.",I L,':,LLI IIL�,L-,..-I I",I.L,.,'�._L.;.'�,,�,�L1-.�,,�':.',III L:­�'-L--,.I',,",�L­LI',��."].�-L LLLL�,-:L-'I-.",1",I,I�,_�,% �I�12.L"I:I...,1,�':IL,L1:L.I.',-.,',',.0'.%,..'I1LLII-1- ,;:L:L I�!L��,.I I1LL.W':�'%,%ILL,'��"I 1L1.1'.,I..I1,L%I--.1L�,1��,I 1.�-"*I-':.�.I,.�'L L.1",M,,L L"L,LI�,"�,:��.'�11II,'-1,II'III­_-1�...r_,�,."'�L-,,�,',-.II..:-.�`-'L_­L,-L��:L,.o L I LLZ.,.�-I-.LL���,,,-L'_:,�.-�L'-':I1LI,LL'I'�q;,-'',�L,'�:'-..�].�1�%:.,L%I.,�IL LL'L I.',�,,,I11I',',�-ILI I.::-j'�1I1I1-L;.­I,I.11,_-",�LL:-1LI�LI_L-�;:LL.1I.�:­1_1.'-'LL"��-�.--1_-_I-:�-.:II,III�.I I.1,I',,:',,_­,-L,I.,,.:��L:,:.1.:�I'1&I"II1��,:"�L­I..IJ'I':.I I'L.:I-:-�'I,�:LLLLL.L�:�I.L'-LL�-L,_�LL:I1:LI'_L-III..'�I I L.:'�1�,­��III.L,1-',:.L'I II'I.,.._1�.,II L,�,_I LLIL.',LL­L..I.:-.L_.�%��L':,I I.�:,,I I.IL,,LL,I,''�LLZ...�-LL�:-­,�.�::'1:11��.1LIL::."':,�.L�lLL..1-'L'-­,,11.I1:,L�e-L:1''L-I'LIL.,­11.1.,L,.��-,._�I1,1II 1-I1"�.1,I/.�',,,,I,I.ILL-L,L 1-L.'I,,.:-%1�:,I11I,I`��I I-1:­':"".:%.1III.I:".LI'L����,,.I.IL�..1�I''�LLII:.LL.'L�1L�-1':IL.:�,�­,..,�.�­I'.-.1'LI,�1.I:1I-�I.I,;--.� IL�,,1"LI.1.LL�L�­::L 1'II,I,I.'I.­-,�I--:'..II L-I�,�I,�­�II"::L�,I�ILLL..-,.L':,,��LI L,'II I1:,�_,-L,1I,"�C�I�­I.-,-,L,I III.''',I.L',',,I I,,�,I'.,]",-:I L1:-',L II,..I...I I=,":��-L...:"��"..L,I-..I1 1,I:��­�:��-­'%-""L1:II;.',,I�I�I1L,0-��,L.i�1.,�".I.-L::.LLI I.,I�----ILI::._!'�I II 6�,"I.:�-I.,-L--�I.1.�'.,I LII-�1-I%��­''I0-�.I":-.II-11LL IIILI-�.1"_,LL�,""L-..":,�.'LII.-:1-1LII:�I.'L1I=_.,�I1:IIII.I.,"';:I._.".II--1 L,'.._1,.I-.I1.I-.-�:L'I LLL...�I.I,.I.,'�.II 4 I'.L'I-,,,I-1%�I.I:�L:.I-'._2:II I..I.LLL IL�-'II1'L L!.­�1II I1I"I.I�­I4L.I:��I:LI.I.LT L'"-.-'.L'"LI."::,,.I:-.LIlAL''­I11-,.��II�-:�1I1II 1�'IIIl1I�A�1.11III I,-"',-I LII L,II1.I,�I,.I IL,L�L�:IL1I1I 11..I.�I. 1 I-.I.I.I1.II L.-�III-I I'1II IL1L.IL-L/I--I.I'II:-.L1L//:..IL.1 Il1-II.IlL-ILLL-­I:1-I.LLL-L 7�III-I I L II1L.-.L1.LI-I L:1.1:-L�-.I 1I I.I I'IL I-1-AIIIII.LL-:II.'§1LI11lhLI.l L 1�1I1 11..I I I I�LL,I1..=1..1,"1.I1.,I I.-­'ILI.,1Z�L1.I1IL.1.L7'.1=-L I::,'''-I ILLLL 1'',.2LL:ILII1d1IL I:.-LL,.I1.II11=1.L.-I 1I1II L..-I1Ir11II'1II LLL I1i II I1Ia.I LLL I'LI dL.1.I-L I[b 1 I I 1.u1 I,-m1II.ImI'II I LL�IILIIL rf.LoI.I..I f-iI II LL II..IIIL-.ILL I I I,I-ILL L I I L L.I I I I I11I*II r11IIL U L I I-'"L rI I1II l.I I I ILL.1.I1I I%I I.-I 1I-7.1I I II II..I--IIrI-.I 1A1-..II b1L1-L.'L�1�.IILII-�I.IILL'.LIII 1""I-.IL,LLL.1�...,'L;1"',,I1LLLIL.'I::I,I I I II.-,L L,,1'II I1L:�,1-.:II'II, .1L'.L I,1I'L,LLL11I I1 LI,1LIL-LL.�w".;LLII'1­�.I below as shown aN (align rafters&5-v roofing seams) (align rafters&5-v roofing seams) over roof deck over rafters �_--[----=I---.'--_.k-:I--I-­1---.1 I- .*--L111�"I1 A9.2 Il. 1I�:LV1�."rrL�''LLL.,1I"I'1;1,,-;=L I-1,1 R�.�_LLLLL.,L1-e-`1I-III'.:L­_­1L1-,I%1I,'1,�LLLI'- LLL,,i:L,..1%-L"L.ILII.,d­ LL.,,I.1�,,j.L...,,�''Ll,L'1-L L:,:I ­:--cI'I"-L­I1I�III11I:.]Ic_1 L LlL.I.1��.Il.L,1._,,-''L%. %.''k�IL- =-:-I,_,'�,�"I,I.:,.I I II I,-,1_I1'-' ,'L-LI1:II.,;-I.1I1­11.I,'LL-'IL ILIL'II­1"ILL 1�1.L'L-I,-I1LI.I �"I,L-­L,-.:III..:--..I,: 'L-�.',,"1.I.�,.L".L:L.L:�-''�:,I.ILILLLL-"L,I rI''.I-,­"1I:I:-"­L1.LLIL.�LI.%I ,-I.1�1I"L.1'',7"�.1�­1;LL�LLIL..'I,..-.IIL.r,I:1 "I,.''�1:.II'1-I1L1­,L',,,:�-:,",�.�'1-L:-�-,LL-L",.L.­.I�,'IL,,"L­,L 1,---:-.I1L, I'.,--"IL­-I_-'�_I",1L�..':1,,1I,�-�. ,1'1IL'IL�'�l��I,'''":,,��'I.IL�L,22.LLIIL­--LI�.'%,,,-�;-1I11L,'',-�­,_�-::-:-II'..L 1I'1.111I L jI1_L,Ii.LLI-L'.-����1- -,­l:.l,_-�'.-,-�L.I.'�"--I L�,�l'!,�-­',',1%'1-L��:�1L� L._:-L­,-':,L,.I,.1:_�:1o11-':-I-1ILL:­11.1-�.1 I11�'-�"�.�L� '-,--:­1_I-�1I��-��:��' :1::....1'.I-:��"L­..I,,'�.LL:.,11-,�L;I,1."1..-.I.,�].I­n,-'I"LI-1,_:I aN_,.I�II 1 --,"1"­�',�I.�,:�I�1l.--,I'1L�."�L1I-L��.I 1-1 I'I.�..I _�-JL1�1-IIl.-�II.I -LLL I1;Yl.­,.'��.I.I.II..I,L�' z.'.:'-III''I L.1.LLI�.LL,,� L;1I�L�ILL-�L�1-�,l"I:I'I.1I xI:-1 I_��L�II L" I�-I II-I I L..L LL­II.I 11-I1�LI.'L III II,..1 11III.' �-1.1�L L.LII,I",,L 1IIIIII,.%:I lII I1 ',I'I ItII-1rII ..LLM I I.II. .I I=I 1760-7-IL 1I0rX-=Id II-)I II jI PI 1II.L�Ii 1-J-- .-L�,II-�,I-IL IILI-=--I 1IL IL I I,I L-I I--.�-JII I-I 1II..L.I-1.1L-lI 11 II-IIL,- - --]II-1-��MI0X7 MMUJw. I=__,1,1_1,-,,_jI rrI.TI M�MW�-M"IIII.-,.7L%1I.II L I V-I.L I,II ILL-IL LI!1 L II."�II II.T...1.I.I.I I�I I L1.I ItLI 41".1I"II�L II 11 I"I.L.I1.I1.f-$.I..-I-�r�I...-L�L I-1LI,.L0,I I 1-I a II I I I.���II'I LI IL L .II�I II..I I/1.sII I I L IL-I-.I I I-I iL-I.. L I I1 I II I II L'1III I,.Lp�..�I I I-�:L�.�..I..�[I�1 I-I.-I.II I I.-I.'.\L 1�..\,7-:.I,-,--,-----1....--,..I.-.-.II.I;�',-�,�Y I�.TJ ;[-�I�-.��L.,_I.,1-�Il,-]/Lz­�L.-L,1I 1--Il,I k-:1-���--L,:I L-.-1-I1��-�"-',�,Y,I III I,�r,..�-I-II-.�-L-ILL-!�-.I L=,JI-I.- \,4�.1t.-NrI1%I r..IIIILI1 TI L MI MMI 0I 1.L.I%.1 I--L I jI-- I I-11-.IILL%.1 I I.,II .IL- .1 L..;.1�I 1I� .I.�I.I.I,JL\-..�L,I_L-7-II DDDI;-����.*_---I-,""�-1-.I�.-"�.I-'*.',.I----.1.,- .�-1�r�r�1r�r�(��r��r�rr��r�r�IN1,I\/1r1r1r11\(Ir\11-11I111�z1��1�-\1,--�-,---11-1'-1-----�.,---,,---,-�------�----_�-�-�������--.J��--II---����--�-�_�-��-���,��-J)�l-�� -�,,-�--_,--,%1---..1--.1�-,zt'l,,--,l--�---(M,--�--oXZ----A--a-��-l�-\ -,�-�-.-�Z-�,-���-��---1-/1-)-' �,---I--[--:----­��-"_----------:.I--:_-'`----1-1/1.-,,tN/"1",-1-1- )"--I�),r�I11)1�-�1.., :�-II,"I�I�.�I.�,.�\1,-I,1--I--..7.-S08�:[ --6l,.�I ILL 1r /L. - I- I 7 I '. I I I I)�.I*-=<>W7(�I-1�0UI �LI.II.=---7--1-�1' 1 5- ,k,,1---,"%7-II-II,�r IIII..I- 1."I1 1II WII LL.I II IIII,M1 1I 4M.,I7I 1 I11.-1.:�IL 1 111.I-.ILL1III I.�ILI I1.III II IL.1II-.III I I I,I;II.I.II I1 IIII,L IL .I. ,-.LLL �.LL.I�1I L I1 I IL L.LL.II.-11 _,-I,I1I I I I1-�IE-I�.t II-L I1,T1/LL,�-W I..1L�0�I -L I.-_.-I'1 1\6/ I�,.I--.I I,-.IC-D7:,--/II_,-I-L,L. ,--.I.:.T.--:�...�.�,>.----_LF,,,.��1���r�r�rrr��1I1111r111K111/1\\r\\1r\r111\1\1f\rr/\1\1�1�r111r1r\1"1,1�1��,"11"11111\,1�11�11-*1-1--111111111,�'\--,1,,--V--�--�,--,1-17-�--,1-'----,'=,--�-'---------I'-'-------E----.1--�--�---�-����-�-�-����--�-�-��-�/��-��-��1�--:�--�-----��-- ��-I��,-�-��--`���1-"�>-�-�1-,--��-1�,-1,�,-,1-Z--,-"'.-,--,t--Z-._\�-'----�-----���%.�--��<n-1�I---�-,1---.-�.-/,1 �f------J--�-�-7�-:­->-�I"J-�:"-­ -1,!),1,:-N I_..-.,:I�.-:-.",-�.r.,;2.--II--.I-I"-I%_"I.!I-..J.I L-II.�JI1.It 1'I( 11I I)I I11-II-� L I)I..I-�IIII I I II, L I Mm,"I�.�u�\nI -=-6J.L I-I-.'*I-T-I.IIII LI I-F-I-IIII-�/I III1' -- L.I 1.I 0III II II 1 1 I I I II1 LI II II ,II ILI 1II-�I.I I L 1 I.I--. .I I. ArI.*I -�._I1-I.I begin chamfer as shown v i 2 (align rafters&5-v roofing seams) I >' >.,-,,..->.-.>ILr>r1��1r�rqr1(1r�,11?1r1/\1111r1r\11r1r11�r11\1\r\11r\(I1'1�\I1r11r�I111�1r1r111111�1\111�1//11��1f�:�111111111�'1-1�11111-- I=I�­�,_­,---:--.�1�-.�.-..-'I.1��,. .-..1., -J/II,11" O IL �I--- ..J tIr-LII,--I I I-Ir I I I IIL L IL L E/, I I- L .L.I�I L I1 II7 III III �1 A,'.A��WI LL -,)L 1�1 L e 9 i. ," I=O n2.L-cCW;1. 1 z' ed rade 3X8 eXpo 3 s 12 s 12 Fv Xg exr Sed. erS I s en eer g W m �9• �8 �9 �8 o e s` e m ; .' 0 13 9 0 13 z column built of I I/2"material cut from ^ A9.1 A9.1 interior finish on framing w/insulation N 2x8's&chamfered as shown&wrappingm w_ structural column(see framing plan for zP 1'-8" WF structural x6 square edge T&G or Azek where exposed l size of structural column;provide $ 8 > column sized to carry load if not shown 2x8 sill w/2x4 blocking between r r A9 2 2x8 sill w/2x4 blocking between r A9 2 _ but in no case less than 4x4;locate �� 2 8' 11-611 plywood floor deck on floor joists plywood floor deck on floor joists plywood floor deck on floor joists U column within column casing as (see Floor Framing Plan) w/band (see Floor Framing Plan) w/band (see Floor Framing Plan) w/band = N1411,,,, . 4,,,,.;,,,,.,,,, E.,,•.tf ,,, required by beam location shown in joist at perimeter joist at perimeter joist at perimeter wall sections) GD 00 12'-4" 3txlrsanatfi>I-�t4li•si�;xt.c-sstxl i:kl`t "-:1:#(i.tk!`�s See engineering for -. See engineering for -. e engineering fo -. Floor Framing size&direction Floor Framing size&direction Floo raming size&di on Copyright ©2 o 15 Starr Sanford 77' 0� 0� Design Associates, Inc. All rights 12 1 s draw ngs, writ t o mate ale and specifications of this document are 8 • • • • • the property of Starr Sanford Design W interior finish on floor framing w/insulation a interior finish on floor framing w/insulation interior finish on floor framing w/insulation Associates, Inc. No part of these " documents shall be copied,disclosed 0, . > to others or reproduced in part or 1x6 square edge T&G orAzek where exposed -X 21-OII 1x6 square edge T&G orAzek where exposed 2,_011 whole in any form without the } written consent of Starr Sanford • �. ea ve flashing over PT 1x4 edge strip ea ve flashing over PT 1x4 edge strip Design Associates,Inc.Do not scale thru-wall flashing over continous 2x6, align thru-wall flashing over continous 2x6,align thru-wall flashing over continous 2x6,align 7 drawings.Use given dimensions only. 13'-0" with window headers(see elevations) 7'-1 1/4"HEAD HEIGHT with window headers(see elevations) with window headers(see elevations) A9.1 If not shown, verify the correct -- dimensions with Starr Sanford 13'-811 ' Design Associates, Inc. Contractor cedar shingle siding over breather fabric on cedar shingle siding over breather fabric on shall check and verify all dimensions RAWING SCAT[ exterior plywood sheathing on insulated exterior plywood sheathing on insulated and condirions of the job site. B 3�4" wall w/interior finish as detailed wall w/interior finish as detailed °RAW�GN Breezewa Seciton 2 CHAMFERED 8" COLUMN DETAIL A9. y i'-O" elsewhere elsewhere A9.2 1 -O metal rake flashing(see Specifications) metal drip edge flashing(see bent as shown(run flashing under roofing Specifications)bent felt over PT 1x8 as shown(run - framing and rake trim shown elsewhere; flashing up as =ice � -� aD only flashing and decking are detailed here shown under - roofing felt k k over PT N N Ix8 r1 -ic h Ill111 .G, Tr, cedar shingle siding over breather fabric on v exterior plywood sheathing on insulated wall w/interior finish as detailed frac aid tnni sho�'Glsewher ; elsewhere dcta only decl arc il+cd here \,0* 3 A9.1 7 7 3 A9.1 A9.1 `4 A2.4 plywood floor deck on floor joists plywood floor deck on floor joists plywood floor deck on floor joists (see Floor Framing Plan) w/band (see Floor Framing Plan) w/band (see Floor Framing Plan) w/band eave flashing over PT 1 4 edge strip- joist at perimeter 1 1'-7_7/8"+/-2ND FLOOR joist at perimeter 1 1'-7_7/8"+/-2ND FLOOR joist at perimeter 1 11-7_7/8"+/-2ND FLOOR 5-v crimp metal roofing over rooting felt over roof deck over rafters qv (align rafters&S-v ro frng seams) W AV civ ee en ring f r ee en ring For - Se engineering for -. 4 F r Truss si dire c 'on F r Truss si dir c 'on '" Floor russ size&dir do _.; . DRAWING N SCAL! DRAWING N -. 12 I� RAKE FLASHING DETAIL EAVE FLASHING DETAIL 3 A9.23x8 eXpo sheetrock ceiling attached 0 sheetrock ceiling attached sheetrock ceiling attached d,-a&L to floor framing W to floor framing to floor framing �/� a Cn -O! I 32- M4av II _ - - ct I Cr W v° oU 4J 1'-8" W C cT@� J < 8" 1'-8" cedar shingle siding over breather fabric on C v cedar shingle siding over breather fabric on cedar shingle siding over breather fabric on Z exterior plywood sheathing on insulated re-Q exterior plywood sheathing on insulated exterior plywood sheathing on insulated O wall w/interlor finish as detailed 00 wall w/interior finish as detailed wall w/interior finish as detailed N elsewhere n L elsewhere elsewhere w X R N > ( E- 2 =1a0 ^lad tit0 ^`� W O O b 1 3 2 N- - - �' _ _ _ _ _ _ _ _ _ - - chamfered column verify w/en ineering Floor Framing size&direction i0 0 0 2 19 U 0 A9.1 ~ 19 19 A9.1 A9.1 Bedroom Master ° N J J a U. Study Bedroom -o 0 W F- W t>= U Z 0 - - - - - - - - - - - - flared cedar shingle siding(see detail U flared cedar shingle siding(see detail flared cedar shingle siding(see detail H verify w/en ineering Floor Truss size&direction bullnose brick @ perimeter,allow inset in Z concrete porch slab fo finish porch flooring flashin Z flashin flashing to be flush with brick 0 beam beyond 411 4"concrete slab over VB on 4"gravel fill o 0 4"concrete slab over 6mil poly VB on 4"grave4"concrete slab over 6mil poly VB on 41,g-ave compacted earth,provide control joints W fill on compacted earth,provide control joints fill on compacted earth,provide control jo nts Construction Set see notes IST FLOOR FF ~ see notes 1sT Loon FF _ see notes 1 sr Loon FF 0 1"SLOP a, . ti . } - _ } } y ° } } } - • . , r } 0 1 r • • . _ 1 . J . - r . _ J 0 ° o,°°°'C��I . . ° 0°°1 ,:Wo v v v z• •r o oo D`-'J. ° O°a o� ... v - o?�o o • ° ,°"• •p�'ov • • •v . ,r... ° ° 00_4. cb'v o ° o o� J: • ,-:: = °� °_ ,oma °� _ ago° � Project # W �- . i , } • r ;• 14 } d o ' - ._ . • }. . , } , , } } } 0 47 8° • • = 0 ` , ` 0 brick where exposed ° , % ° `, ,K p a brick where exposed,min. 2 courses brick where exposed,min. 2courses . < X Foyer Lwin o��� a 0 s :. h Io o,��- • ° ° ° �o ° o g - g N 14004 N g o �� below rade over 4 CMU : below rade over 4 CMU ° �o� o °"° ' = bear CMU's on concrete footin see r ." - N base flashin over rout fl1l between N base flashin over rout fill between a W 9, g 9 9 9 �" u1 J - _ I • W -- • W --- ._ _ 0 structrual en ineerrn drawrn s •--=- - w thes - - w thes ._ W . IL neo 9 9 9 Y Y - ate. W , - "foundationsee structr 1 � n � - bear CMU's on concrete footrn see _ bear CMU s on concrete footm see _ -= �� _ ¢ 9, ¢ 9, r ¢ _ n rn n r � _.. . e eer► d awn s ----_CCCC4.,:-----I- 9 g 9 _ > ,� > structrual en ineenn drawrn s structrual en rneenn drawrn s > g I_.o.\I"_-.��I- g _ 9 9 71615 o . • vl• rr k w n. 2 - b c here ex osed courses __ _ -, ._ : _ _ _ R l w r 4 ._._ _ - ::: .... ev sed. be o rade ove C U g E _ II II I , _ 6 TO E 8 TOE 6 TOE I ,r t t 1 - _. . v . Y . . r . • . • . • . . . , • , . r v , , ., . , r r - I t - ° •-- ° s , ti a , o _ ° , . - r _ _ { ,r r+ �- � a . _ J _ ,� -3 .� V - , ; - , , } . M --_._ 4 s cK C cr1 M M t _II het :: h 4 B K e S ee POC T : 4 C lc -_ POC T POCET I " 1 I 11 11 " I _ 3 R R 3 L R . 3 R 3 L 3 R 3 AR - 3 AR 3 R L L L L L L 35'-a _ _. 1 1 1 .. .: 1 II -O 2-a _ 2 0 ;. :: 2 a 2 • SCAT[ RAWING SCAT[ RAWING SGI.[ WING SGL! RAWI G SCAL! q G 3�4„ 21 „ 22 3/4„ 23 " 2,4, „ A9 2 Longitudinal Seciton ,'-o" A9.2 Wall ection C Covered Walkway 1'-0" A- Wall Section through Eave 1'-0" A9.2 Wall Section through Eave ,,_o„ A9 2 Wall Section through Rake ,,_o„ rake flashing over PT 1x4 edge strip S-v crimp metal roofing over roofing felt 7 over roof deck over rafters A9.2 (align rafters&5-v roofing seams) see engineering 5-v trim 7 metal roofing over roofing Feltx for rafter sizes over ro f deck over rafters (align rafters&5-v roofing seams) 8 W 12 A9.2 I'-8" m 3 1x6 square edge T&G orAzek where exposed See en.9ln eer%n 9 rd 1N;lrrt /:a:ilrt::are F':,.ilii• Z �r 0 hLer S�2eS W 7 ststr r;ctrr(16'r•,.14lesign.ccatt (90'i -,113(1.193; F- Copyright ©2015 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts, drawings, written material, and interior finish on framing w/insulation interior finish on framing w/insulation speci cations o this document are the property of Starr Sanford Design 1x6 squii ire edge T&G orAzek where exposed Associates, Inc. No part of these eave fillhingover PT 1x4 edge strip 2-0documents shall a copied,disclosed to others, or reproduced in part or window,see details&schedules 12 whole in any form without the 5-v crimp metal roofing over roofing felt ord cedar shingle siding over breather fabric on over roof deck over rafters 3 written consent o Design Associates,Inc.Starr exterior plywood sheathing on insulated (align rafters&5-v roofing seams) - n nottcale scale drawings.Use given dimensions only. wall w/interiorfinish as detailed da If not shown, verify the correct dimensions with Starr Sanford elsewhere Design Associates, Inc. Contractor s shall check and verify all dimensions eeen9i _ and conditions of the job site. C4 ^�7 M H � flashing N I s/2�S 8 AN O •=lN 12 A9.2 N N 12 N z m = 3 2x8 eave blocking w/4"round vents 8 w ^l �Q k 8 spaced every other rafter to ryao Qp N � GD k ^ W OD ^� CD I ^la 12 ^ Baa 8 A9.2 OD � 3x8 ex ed raft 2'-2" See engineering for � Floor Truss size&direction �. 3 : AV � ;....... _._. 41-011 1x6 square edge T&G orAzek where exposed _ 1x6 square edge T&G orAzek where exposedas d U 2 zZ 2'-0" Q n p eave flashing over PT 1x4 edge strip eave flashing over PT 1x4 edge strip k a, 0 cedar shingle siding over breather fabric on cedar sh•n le siding over breather fabric on - - g 9 9 9 a Am ,�OD �. exterior plywood sheathing on insulated exterio plywood sheathing on insulated 7 wall w/interior finish as detailed 7 wall w interior finish as detailed ^ 0 O A9.1 elsewhere A9.1 elsewh 81 U. re 9�,y, r- AV 31-1011 n � AN GD plywood floor deck on floor joistsplywood floor deck on floor joists plywood floor deck on floor joists (see Floor Framing Plan) w/band (see Floor Framing Plan) w/band (see Fl or Framing Plan) w/band joist at perimeter 1 1'-7 7/8"+/-2ND FLOOR joist at perimeter 1 V-7 7/8"+/ joist at perimeter _ 2ND FLOOR - d -- 2"SLOPE C>� TS� a 2'-1 II G'�,11 Se engineering f r i.7 Z - Y ,Y See engineering for �t See engineering for T �� w } Fi or toss size&d!r t!o �. Floor Truss size&direction Floor Truss size&direction 4'O" > _,.. sheetrock ceiling attached sheetrock ceiling attached sheetrock ceiling attached to floor framing to floor framing to floo framing 12 A9.3 Garage Building Section 1 I} 0 l 3" W cedar shingle siding over breather fabric on cedar shingle siding over breather fabric on exterior plywood sheathing on insulated exterior plywood sheathing on insulated wall w/interior finish as detailed wall w/interior finish as detailed elsewhere elsewhere �� •gym �� �m O ^ ^ ^ O ^ a o o �D 12 19 19 _� 3 A9.1 A9.1 1 1 ——————— — ———— —— ————— ———— ——— —— — ——————— • MAIN HousE FF 12 _ 8 W N flared cedar shingle siding(see detail)— flared cedar shingle siding(see detail) ¢ O O .yN •9N 0 7 7 N N flashln ^ flashing J 1 ^ ^ O Z0 N N m Z i0 + 4"concrete slab over 6mil poly VS on 4"gravel 4"concrete slab over 6mil poly VB on 4"gravel = a 4"cont to slab over VB on 4"gravel fill on co acted earth,provide controlI'Z AN Fill on compacted earth,provide control joints fill on compacted earth,provide control joints N w p O �- k O see notes G RAGE FF see notes JO,nts, ee notes • —_ —— ——————_————— GARAGE FF d N d 2'-O" 3'-1 O" 16'-4" N 3'-10' 7,z�a •v , , , „ , , } ( Yr -w• gip¢� �Q00 q. • oo`6V ` . °,800°o grpY o � Op°� ' pO�� C ti r�° oQ _ � � � See engineering for � Floor Truss size&direction brick where exposed, min. 2 coursesConstruction Set below ”rade over 4CMU brick where exposed,min. 2 courses ^ g p N } } 0 _.. N r fill between below rade over 4 CMU— _I base flashing ove grout g w _.. 1 between w thes base flashin over rout fill bet ee _._ :. J. r. Y ,: �. � 9 g __ _ � 4'-011 bear CMUs on concrete footing,see J wythes structrua1 engineering drawings bear CMU s on concrete footing,see } } Project ct • stuctrua engineering nn r 1 n rn drawings U.d _.. 14004 00 II 6 TOE 6 TO o t9 m t a e. �. D !^ y - a0 .— _. O N N 7/16/15 v • _ a' .. - • , Revised: LU ..:: v r r - ... SLOPE L OP E - o ... $ rr^^ a. W 4' xa B C K w x, 4 .> ., 4 B CK ee h _ a . t . S POC T POCKET ' 11 _ 3 R 3 L R , L 3 R 3 R L O L t . - " 2 9 . 3241 O RAWIN6 SGL[ RAWING SCAIt MMANG SCAL[ N L[ 19 3/4„ 210 21 3/4„ g 3/4„ A9. Wall Section through Garage Rake 1-0'� A9.3 Wall Section through Eave ,,_o„ A9 Wall Section through Eave 1-011 A9.3 Garage Building Section ' -Note:All cover plates shall be Jumbo size. 3" Note:All cover plates shall be Jumbo size. Note: Locate transformers for puck lights at ' See details for size of casing for each room. See Finish Schedules for size of base for back of bottom shelf of wall cabinets in ELECTRICAL PLAN NOTES k It shall be the electrical contractor's each room. It shall be the electrical _ locations that will of be readily visible -responsibility to coordinate casing sizes with • ' T contractor's responsibility to coordinate during normal use of the kitchen. In other trades. ,-J baseboard sizes with other trades. articular,do NO lace transformer in O Recessed or surface compact fluorescent bulb light or LED. g • receptacle turned vertically(typical) wall cabinets wither s doors. I. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions Electrical Plan Key ; thermostat(where applicable) switch(see plans for type) O baseboard up to 6 1/2"tall on the flat face • . • • • . low-voltage puck ights located as are in question, the electrician shall be responsible for obtaining clarification door casing of baseboard shown on plans before continuing with construction. Builder shall verify all dimensions & � Wiremold Plug m Id V20GB-series non- 3 g Q Adjustable eyeball recessed compact fluorescent bulb light. " q metallic multiple outlet strips or equal conditions at jobsite. 15a 125v 3 wire single pole w/ground duplex wall outlet equal ' .' .' , ' , ' •' , ' . ' . ' . ' under all wall cabinets or as shown on 2. Drawings are diagrammatic only. Furnish all conduit wiring, panels breakers to Hubbell#5252. ' plan(all outlet strips shall be protected disconnects, accessories, etc. for complete installation whether or not every item z • - by GFCI outlet upline of outlet strips in circuit as recommended by GFCI outlet is shown or specified. Q Wall-washer recessed compact fluorescent bulb light. ' . ' . ' . ' . ' . ' . ' • ' manufacturer's instructions;mount GFCI 3. These drawings are intended as general guidelines for purposes of establishing 15a 125v duplex GFCI wall outlet equal to Leviton • , • outlet under cou ter a@ end of outlet certain minimum criteria, & do not necessarily represent the final layout, #8oi-65991. ,,�;,,,,,• <:a ;t,r,-,,,, �•,,.-,r;, • strip if no other outlets shown on plan are available to protect outlet strip) arrangement, size, brand name, capacity or other characteristic of the engineered • Large pendant ceiling fixture. system. System shall be designed in accordance with all applicable codes, g p 2oa 125v 3 wire se wground duplex wall outlet equal ffiiingle pole .• .' .. .• .. �' , � ,;trrt�sn,lti.r.icl,4,:,�.t•F>,,, ;K,�::,'Q/i.t5)";: ' • • • ' • • . ' standards &requirements of local utility officials. Deviations from the concepts to Hubbell#5362 served by dedicated 2oa circuit. . ' . ' • - • • o -receptacle turned horizontally(9o°to shown on these Drawings should be supported by design calculations. Design Copyright ©2015 Starr Sanford vertical as shown) . ' . ' • ' • ' engineer shall prepare calculations for loading& equipment sizing, accessory Design Associates, Inc. All rights . � reserved. The design concepts' • baseboard over 6 1/2"tall on the flat face arrangement etc. and shall prepare final drawings accordin 1 Split-wired 15a 125v duplex wall outlet. . - - of baseboard .' , ' •' , ' , ' . ' g p P g Y drawings, written material, and • - 4. Install GFCI outlets as required by applicable codes. These areas include specifications of this document are ` . " . ' . " • ' • • . ' receptacles in a bathroom, kitchenette, or other area where running water is '� Small pendant ceiling fixture. the property of Starr Sanford Design Associates, Inc. No part of these present or areas exposed to the weather. ® 15a 125v 3 wire single pole w/ground duplex floor outlet in documents shall be copied,disclosed 5. Install hardwired smoke detectors with battery backup on all floors. Interconnect flush brass floor box. to others, or reproduced in part or detectors so that all will sound should one detector activate. Verify number of afixture. whole any form without the N Y Wall� trewritten consent of Starr Sanford smoke detectors required & locations w/homeowner & code requirements. Design Associates,Inc. Do not scale Detectors shall be installed in all sleeping areas just outside bedrooms as a 15a 125-277v single pole switch equal to Hubbell#1201. drawings.Use given dimensions only. minimum. If not shown, verify the correct 6. Some equipment shown on other plans may require electrical service, such as Exposed strip fluorescent ceiling light. dimensions with Starr Sanford Design Associates, Inc. Contractor water heaters, condensing units, air-handling units, condensate pumps, etc. shall check and verify all dimensions di d conditions of the job site. Electrician shall include electrical service to all such equipment. Coordinate with �3 15a 125-277v 3-way switch equal to Hubbell#1203. an1 DRAWING M Scu. DRAWINGY SCA.[ DRAWING« . other trades concerning items requiring electrical service. Coordinate service & Ceiling fan.See schedule for indication of whether fan � 3/4" 2 3/4" ampacity required. Provide one duplex outlet & one light if unit is in non-lit includes lights. E2 1 SWITCH LOCATION DIAGRAM 1,_�„ E2 LECTRICAL OUTLET LOCATIONS DIAGRA 1'-O" E2.1 ITCHEN ELECTRICAL LOCATIONS l,_p„ area for every condensing unit & every air-handling unit as required by O 5 5- 77'4- Y q 3. applicable codes. Outlet shall be weatherproof GFCI if unit is exposed to �4' 1 a 12 2 -way switch equal to Hubbell#120 weather. LIGHTING NOTES MECHANICAL NOTES 7. Obtain name plate rating of all equipment before roughing in&provide wiring 15a 125-277v dimmer switch. of proper size, voltage & ampacity. Provide fused or non-fused disconnect D 1. Light fixtures shall be located as close as possible to locations shown on this plan. 1. Systems all be designed in accordance with all applicable codes, standards & switch as required. New doorbell button.New items are generally shown bold as Fixtures shall align with or center on each other or with adjacent architectural re uirem nts of local utility officials. Design engineer shall prepare calculations indicated here. g � q y g g p p 8. Provide panelboards of proper voltage&ampacity for all electrical circuits. More elements. Coordinate locations of light fixtures with HVAC grilles so that they for equipment sizing, duct sizing, accessory arrangement, etc., and shall prepare than one panel may be required due to number of circuits required. Provide a align with or are at least symmetrical with each other where there may be final drawings accordingly. minimum of 8 spare circuits. Doorbell chimes.(Install transformer in closest available concealed conflicts. Grilles& registers shall be blocked as required so that they align with a Furnish all ductwork, control wiring, piping, fittings, accessories, etc. for 9. Verify service requirements with local power company including transformer accessible space.) AUXILIARY SYSTEMS NOTES g g light fixtures. Light fixture &switch locations shall be reviewed& approved by complete installation. locations & types, disconnects at exterior of building, voltages, ampacities& Owner or Interior Designer before installation of sheetrock or other wall & 3. Insulate all heating or condenser water lines in uninsulated spaces w/tubular other details of electrical construction. Size all feeders according to NEC Wired Combination Carbon Dioxide&Smoke detector(r2oV ceilingfinishes. foam insulation. Insulation shall be of self-sealing type or shall be taped closed w/battery backup). 1. No alarm systems are shown. Verify alarm requirements with homeowner& gyp p requirements. 2. Center items shown in ceiling areas unless noted otherwise. w/foil-fa ed tape. Io. Run all cable concealed in walls, ceilings or floors unless noted otherwise. install as required. 3. Coffer dimensions are shown to face of framing unless noted otherwise. 4- Closely coordinate work with all other trades. Maintain ceiling heights& duct I I. Support all fixtures& other items rigidly from structure of building. 0 Empty wall box for computer or telephone w/3/4"conduit&pull Telephone outlets may not be shown. Verify telephone requirements with 4• Switches shall be located adjacent to but not intersecting door casing or trim. spaces provided. 12. GFCI receptacles may be laid out so that one GFCI receptacle protects other string to above ceiling or to other accessible space. homeowner& install as required. Consider home-running all telephone cable Verify trim size & selection for each room. Grouped switches shll be ganged All valve dampers & other control devices shall be accessible for operation & (8-wire cable suggested) to a single telephone backboard located as directed by p g g 5• P p standard receptacles beyond it if there is at least one GFCI receptacle in a room tight together&shall be covered with a single plate designed for that purpose. maintenance through accessible ceilings or through access doors or panels and if they can all be on the same circuit. A Telephone wall jack. homeowner as this will allow for much greater future telephone system Switches shall typically be mounted 48"AFF to center of switch. manufactured for such purposes. 13. Insulate&seal solidly behind receptacles in exterior walls. flexibility, including modem&telephone system capabilities. 5. Support all fixtures rigidly from structure of building. 6. All units ibove ceiling shall have auxiliary drain pans installed below entire unit. 14. Kitchen equipment service may not be shown on plan. Verify whether 3. Computer outlets may not be shown. Verify computer network requirements 6. Verify device&plate colors with Owner or Interior Designer. Route internal & auxiliary drain lines down to floor drain or utility sink in equipment should be hardwired or requires an outlet & connect as required. with homeowner& install as required. Consider installing all computer wiring i n 3/4" conduit for future upgrade purposes and homerun to a network 7. Consult Owner&add exterior security lighting if required. Verify lighting type utility room or other non-public areas where overflow would be noticed by Provide circuits sized as required for load. backboard installed as directed rade the homeowner. Also consider installing &switching. . homeowner. 8. Consult Owner& add landscaping lighting 1f required. Verify lighting type & Provide esh air duct to each air-handlingunit as per applicable codes. Fresh air CAT-5 cable if the house is being constructed on a speculative basis since this is p g g g q Y g gyp 7 p pp the most common network cable currently in use. switching. Connect all exterior lighting to photocell control relays with duct shall extend from intake blower at exterior to return air side of ductwork. timeclock override for time-controllable illumination during darkness. 8. Provide pressure regulators for all gas equipment as required for proper 4 Cable TV outlets may not be shown. Verify cable TV requirements with 9. All fluorescent lamps shall be warm white deluxe. operation. Verify gas pressure at meter to determine necessity of regulators. homeowner&install as required. 10. All light bulbs shall be compact fluorescent bulbs. 9- Coordin to with electrician concerning items requiring electrical service such as condensii g units,air-handling units, condensate pumps, motorized dampers, etc. 10. Coordinate service&ampacity required. The Buil 3er shall test pressure-reducing valves, T&P relief valves& other safety ^, devices prior to the operation of system. The Builder shall test and balance all W systems prior to completion of the work provide service T provide service 3 for p owerblinds bove FP mantl 1 for powerplinds FF k above mantel � ...��n_ ...._�m ify height w/Ow .m.m....m._m._.m.m._.-_._....�....�......_�.....�.__.b._.M.� _._ j, ._ ..._.-- 1T 42 A 42 42'0 i 0 0 0 Lv=wp 0 32„ 32 ? € E N a 2" fan on pull chain , Ll + ' i fan on pull chain F . 3 's provide _ trify placement F_- service $ I verify placeme f 4 or outletO ' 42"' below w/Owner w/Owner provide servic - _ counter i For garage door _ . .._.. __._ ------ openers VVr .,. w. _ gas lantern } n' gas lantern 0 4 1 # OUCIE'C _ door bell below � € chime € � � -1 L switches ' to exterior security t I lighting&switch above "' ' N � I _ Q -10 -2 to pool lighting y '. t E � , -" ---.-.....,...,w S i ! Q .. o provide servicem for garage door $,42" 36"; exhaust fan ""' verify lacement p ` ' o eners $FF? 36" w/lrght - -.... �.........� w wner d JJ 42 036" L fan on pull chain � 9 to photocell wp # _ 36,, 6 o Construction Set &tlmeclock ® Q M provide service WP € for all equipment a, � 3Project #: 3 0!r htlnq } 036 exhaust 1�o i _._.__._..-. _. .,�, `^ # fan/li ht provid ervice & wit a ve 2 v 14004 g combo was r ryesM, Mw' ; E &in-wa! vent box 42 __4X door switch n Date: „ ,. F IN provide service - - Revised: for powerblinds €�\ Q --o 'YOB 1 W Sheet E 2 . 1 DRAG. ELECTRICAL PLAN "4FIRST , o E2.1 Note: All cover plates shall be Jumbo size. EQ AL . . " . . ' O Recessed or surface compact fluorescent bulb light or LED. f"x GFCI receptacle located on sidewall Electrical Plan Key 1� 1�F i adjacent to vanity&centered on vanity r as shown backsplash(verify w/cabinet details) , •• � } • • • . • 0 Adjustable eyeball recessed compact fluorescent bulb light. 15a 125v 3 wire single pole w/ground duplex wall outlet equal •, to Hubbell#5252• ' Q Wallwasher recessed compact fluorescent bulb light. • 15a 125v duplex GFCI wall outlet equal to Leviton #8oi-6S99i. { Large pendant ceiling fixture. • 2oa 125v 3 wire single pole w/ round duplex wall outlet equal N11.111h.- 4laribb,•,1„ hwil—iX• • • • ' r� to Hubbell#5362 served by dedicated 2oa circuit. / st:llrasall�tli,��ldc,sirlf.�-c,rlt v90y.2Wt5 11)1, • - - Split-wired 15a 125v duplex wall outlet. Copyright ©2015 Starr Sanford ao - Small pendant ceiling fixture. reseg nAssociad. The tes, nn one ghss ' drawings, written material, and 15a 125v 3 wire single pole w/ground duplex floor outlet in specifications of this document are flush brass floor box. the property of Stan Sanford Design • Wall fixture. Associates, Inc. No part of these documents shall be copied,disclosed '5a][25-277v single pole switch equal to Hubbell#1201. to others, or reproduced in part or whole in any form without the written consent of Starr Sanford Exposed strip fluorescent ceiling light. Design Associates,Inc.Do not scaIle drawings.Use given dimensions on,y. 15a 125-277v 3-way switch equal to Hubbell#1203. If not shown, verify the corre t dimensions with Starr Sanford Ceiling fan. See schedule for indication of whether fan Design Associates, Inc. Contractor includes lights. shall check and verify all dimensions and conditions of the job site. DRAWING M SGL• 4 15a 125-277v 4-way switch equal to Hubbell#1203. E2 2 VANITY ELECTRICAL LOCATION 31/411 01 D 15a 125-277v dimmer switch. El New doorbell button.New items are generally shown bold as indicated here. I Doorbell chimes. (Install transformer in closest available concealed accessible space.) Wired Combination Carbon Dioxide&Smoke detector(120V w/battery backup). 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. W W exterior exterior , as lighting ` provide service provide service 9 9 lighting as pr . per Owner for owerbtinds ... for owerblinds Qrer x a f E aboveOMNI � ? j o } _ , J k yS , .. y _. seperate switch __ € § for light&fan gg � align on CL of openi gs ZLo 0 o 1.. seperate 36" provide dryer -wall ep t switch amu* vent box& n 36 for fan&light L J- 36„ II 36" � f pm vrd (� � € , ; T service; r for dryer ...� 3 � door switch to 8 disposal d i . ; z •Z � y 36" N 3 1p M seperate switch 4�° • ___._. a� for fan&light Ll3 ,1 a m sa r s: exhaust " fan/light ... _ - - cow—bo 1 ----0 seperate switch wp for fan&light Construction Set 0 oe P � ct r I r • 1 f. _ 14004 t0 Jigfjting &switch bek w ate: , light& m,..—. ,®,.�1...e. - exhaust fan L Revised: +L2., � O l,.._.. :... ., exterior x Q. lighting as per Owner Sheet E 2 ,9 2 A�. SECOND LEVEL ELECTRICAL PLAN 11-01111 E2.2