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290 BEACH AVE - ARCH DRAWINGS OFFICE Cop ' - - . I 1, I I ... . - _ ell P - , w.k„ 1,� I I . 11 I I- T R R SID NC u.', I - 1 I , I ", 11 ...I, -ItIt � , ] k''4 ;......."I" ..y __ m""^ „K x' -4444.11 ,,,,',,,,......11, �:, 11- ............, -Ile, 1- 1� ,� ,_ ,_- h nI: - I "I'' . 2 B ve ueI I %11111I 1,1 eat ,, ,, ' 1111111 . . I I'll , I I 11 I . I 1. 11 _ "I PORCHES & BALCONIES MASSING & WALLS PLAN NOTES Mech. Elec. & Plumbing Systems Project information Index .1 " I '', I'll �� Zlletiili.- t:at•ilrfo-it n OF f'a..ifir• Columns ' CONCRETE MASONRY UNITS Floor Plan Notes Mechanical Existing Houses q foo starry;�iFilfi.r.i�t,.s,gii.t•Kr,rf i+tt)t _'.t)tS i.)i: 1. Wood posts shall be 4x4, 6x6, or 8x8 (see Drawings) and shall be#1 Common 1st floor 1,158 sq ft AO.l 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 1. System shall be designed in accordance with all applicable codes standards & Garage 955 sq ft reserved. The design concepts, have a local licensed structural engineer review actual site conditions&design are in question, he builder shall be responsible for obtaining clarification before Y 9 Pp ge 2nd floor g than post material. g g A1.1 drawings, written material, and P requirements of local utility officials. Design engineer shall prepare calculations 2. Post corners shall be chamfered unless noted otherwise. Begin chamfer 1 post all structural elements such as footings,foundation walls&slabs. continuing with onstruction. Builder shall verify all dimensions &conditions at q y g g p p Site Plan s�eecpiroperty fications of this document are e porch 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 t of Starr Sanford Design width abov p p final drawin s accordin I2. Dimensions sho n are to centerline of interior walls or to outside face of stud or 9 9 Y• sociates, 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 „ mason on exterior 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 part 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 masonry 1st floor 1 1,319 sq ft 4x4 posts, 1"for 6x6 posts, and 1-1/4"for 8x8 posts. Begin and end chamfers free of surface mortar. 3. Builder shall establish finish floor elevation in consultation with homeowner. complete installation. 2nd floor 3 whole in any form without the 1,334 sq ft A2.2 Second Level.Floor Plan 4. Builder shall to a into account design intent, including number of steps, water 3. Insulate all heating or condenser water lines in uninsulated spaces w/tubular 3rd floor 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 9 9 p 673 sq ft Design Associates,Inc.Do not scale 3. Tamed posts may be #1 Common grade pressure-treated pine or better,or may cores,cavities&other spaces. 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 drawings.Use given dimensions only. Perma-Cast. 4. Newly laid masonry shall not be disturbed in any manner.Any section which has between finish g ade&any wood construction. w/foil-faced tape. Garage 1st floor 840 sq ft A2.4 If not showverify the correct be 4. Close) coordinate work with all other trades. Maintain ceiling heights &duct Garage 2nd floor Roof Plan dimensions with Starr Sanford 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 Y 9 9 9 600 sq ft spaces provided. Design Associates, Inc. Contractor Protect masonry work from moisture and temperature changes at the end of otherwise or unless door casing is narrower than 3 1/2". In this case, install door P p shall check and verify all dimensions frame with appy priate 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 lob site. each day's work. maintenance through accessible ceilings or through access doors or oriels Increase from existing 1,722 s ft 5. Concrete masonry units shall be sound, dry, clean &free from cracks. CMUs liner to get the oor closer to the adjacent wall. In cases where a door is shown g g g p q A3.2 Exterior Elevations & Details manufactured for such purposes. shall be Grade A units conforming to ASTM C-90. CMUs shall be laid running approximately in the center of a wall,locate door in the exact center of the wall. p m Beams 6. Window rough enin 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 bond using full & half-blocks unless noted otherwise. Saw-cut blocks if g p g g g Y Route internal &auxiliary drain lines down to floor drain or utility sink in utility Building Classification: 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 Residential 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 1. Wood beams shall be#1 Common grade pressure-treated pine or better. g 7. Provide fresh air duct to each air-handling unit as per mason 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 applicable codes. Fresh air 9.1 Wall Sections, Building Sections & Details 2. Beams supporting masonry duct shall extend from intake blower at exterior to return air side of ductwork. 3. Metal beams shall be hot-dipped galvanized steel. 7. Reinforce CMUs vertically by filling cores from footing to top of wall w/grout& 1 required to course with masonry veneer, if any. Provide filler strip between A9.2 Wall Sections, Building Sections & Details pp g #5 bar 48"OC. Reinforce CMUs @ corners by 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 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, A9'3 Garage Sections, Building Sections & Details to top of wall w/grout& 1 #5 bar. Reinforce CMUs within 16"of beam or girder g bearing or other concentrated loads by filling all such cores from footing to top of head or the sill C f 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. Window sizes in icated on plans are generic sash sizes. condensing units, air-handling units, condensate pumps, motorized dampers, with FEMA flood hazard and/or DEP zones. etc.Coordinate service&am aci required. E2.1 First Level Electrical Plan bond beams by filling all such cores from footing to top of wall w/grout& 1 #5 bar 8. Refer to plans exterior elevations for window types. Coordinate operability of p q The contractor is responsible for the means and methods of construction. It is the 10. The Builder shall test pressure-reducing valves, T&P relief valves&other safety contractor's sole res E2.2 Second Level Electrical Plan each core. Reinforce all openings in CMU walls larger than 12"in any direction windows&direc ion of swing of casements w/homeowner. possibility to determine the procedure, sequence, and temporary ATTACHMENTS & SITEWORK 9. Walls,ceilings floors of ancilla 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. . w/2#5 bars at all sides of the opening. Extend bars 24"past corners of opening. 9 ancillary p 9 match the room the serve unless noted otherwise. systems prior to completion of the work. Modifications Reinforcing bars shall be ASTM A-615 Grade 60. Extend hook bars of same size Y The contractor shall verify all conditions and dimensions at the job site prior to as vertical reinforcinginto footing &la vertical reinforcing 24"minimum. Install 10. Coordinate location of utility meters on site to be away from public view and to ' g p g commencing work. Fireplaces & Chimneys bond beam course w/1 #5 continuous @ top of all CMU retaining walls &above minimize visual mpact from any area of the site. Hold meters as low as possible Plumbing 0 FENCES, GATES A1.2 Site Plan all door&window openings. to allow more eflective screening. The contractor shall supply, locate, and build into the work all inserts, anchors, angles, 4 8. Consult local licensed structural engineer if CMU walls will be required to act as 11. Sprinkle powderd 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 FIREPLACE 1. Fireplaces shall be constructed with Isokem system or equal. required to attach and accommodate other work. A 1.2 Site Plan retaining walls. Backfill after first floor is set. of plate except /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 wet or food sto a e areas. Boric acid shall be installed immediate) before requirements of local utility officials. Design engineer shall prepare calculations It is the owner's and/or contractor's responsibility to obtain a soils exploration report. The 2. Flues shall be clay file or Isokern DM flue system except that triple-wall meta 9 Mortar shall be freshly prepared and uniformly mixed in the ratio by volume of 1 9 Y 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 sizing,accessory arrangement,etc., and shall prepare final p Y p SHADE TREES A1.2 Site Plan �W) part cement, 1 part lime putty, 6 parts sand &shall conform to ASTM 270 and to Y design of the project structure assumes an allowable soil bearing capacity of 2000 psf. Q 3. Chimneys shall be brick or stucco on 4"minimum masonry. wall finish in un nsulated 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 file or Isokern DM flues shall be traditional clay chimney BIA Designation M1-72. Lime putty may be omitted if plastic type cement is P g treated with boric acid. 2. Furnish all piping,fittings,accessories,etc.for complete installation. assumptions. All requirements for site preparation and soil compaction specified in the A1.2 Site Plan used.All mortar joints shall be completely filled as the masonry units are laid. DRIVEWAY pots equal to Superior Clay. Chimney pots for metal flues shall be equal to consistency uniformly mixed in the ratio 12. Prefabricated fireplaces and flues shall be UL approved and installed as per 3. Insulate all domestic water supply lines in uninsulated spaces w/tubular foam soils rept, be followed unless more stringent requirements are specified in these Q European Copper metal chimney pots by Jack Arnold. 10. Grout shall be freshly mixed of fluid con y and un y plans. by volume of 1 part cement, 3 parts sand & 2 parts pea gravel. Fill cells of manufacturer's specifications and accepted construction practice. It is the insulation. Insulation shall be of self-sealing type or shall be taped closed masonry in vertical reinforcing in lifts not to exceed 48". Grout shall conform to builder's responsibility to assure that all applicable codes regarding fire w/foil-faced tape. DIMENSIONS A2.1 First Level 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 during I FIREPLACE A2.1 First Level elevations. If sum board is used, install moisture-resistant sum board in installation from dirt, gravel &other debris which might cause blockages or flow .t Q of footing at locations for wall reinforcement so that reinforcement is continuous 9 gypsum 1. Use materials appropriate to the application for maximum life and optimum - restrooms&oth r rooms where water is present. restrictions. from wall into footing. WALL& DIMENSIONS appearance. All joints should be sound, clean, dry & free of contaminants. 12. Provide 3/4"x 12"anchor bolts at all reinforced CMU cores as noted above, or if 14. Builder shall co rdinate all shelving &storage requirements with homeowner. 5. Center all fixtures in space allocated unless noted otherwise. A2.3 Third Level Caulking or sealant should be applied in accordance with spec data sheets and foundation is concrete, provide anchor bolts 48"OC maximum&at all corners& 15. Center plumbin fixtures in space provided unless noted otherwise. Provide not 6. Lead solder is not allowed on this job. 9 manufacturer's specific recommendations. Colors shall be selected by edges tion is oneings for connection of framing to concrete xi masonry work. less than the foil wing clearances from finish wall to fixture on either side: 7. Closely coordinate work with all other trades. Maintain ceiling heights & pipe FENCE DESIGN A3.1, A3.2 Elevation C) er from manufacturer's standard colors. Caulking or sealant shall be -R, homeowner 9 - Lavatory: 15".Toilet 18". spaces provided. � - � - 8 A installed so that finish surface is smooth,even&regular. I 8. All valves, cleanouts & control devices shall be accessible for operation & CEILINGS &_/��,C S2. Caulking shall be installed at interior dry joints between dissimilar materials as W all Framing - maintenance through access doors or panels manufactured for such purposes. L Q DIMENSIONS A3.1 Elevation Electrical Plan Notes required. 9. Soil &vent stacks shall have cleanouts as indicated on Drawings and/or as Nl 3. Sealant shall be installed at exterior or damp interior joints between dissimilar required by applicable codes for proper maintenance. � C'n 1. All structural members shall be sized to carry all imposed loads by a structural 10. Measure wall thickness before ordering exterior wall hydrants. Ceiling & Roof Framing materials as required. Prime all substrates w/primer as recommended by engineer or other ind}vidA -` able to state&local authorities. 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions g Yd g g manufacturer of sealant.Apply sealant from the bottom up.Apply sealant when 2. Wall framing&blocifing shall be white pine,spruce,or fir,stud grade or better. are in question the electrician shall be responsible for obtaining clarification 11. Coordinate placement of all drains with flooring subcontractor. F �' joint is approximately half-way between design extremes. Use flexible open-cell 3 &blocking lumber shall be kiln-dried to a moisture content of 19%or before continu ng 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 carry al(impose&i ads by a structural foam backer rods at all butt joints to create a sealant joint no r polyurethane "better. conditions atjo ite. continuous copper tubing without joints. engineer or other individual acceptable to stawte&local authorities. thicker than 1/2 the width of the joint, but in no cases thinner than 1/8"or thicker 4 All wood in contact w/concrete, earth, mason 2. Drawings are di y. g, panels, breakers, 13. Coordinate with electrician concerning items requiring electrical service such as the width of the joint. masonry, or in a moist location shall be g diagrammatic only. Furnish all conduit, wiring, g q g 2. Ceiling&roof framing&blocking shall be k KD southern yel w pine. than 3/8". Lap joint depth shall be no greater than 1/2 1 ressure-re-preservative-treated with a water- preservative applied b disconnects, 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 moisturcontent of 19%or General Conditions p p borne pre pp Y am acit required. vacuum process in closed cylinder&shall be kiln-dried after treating. is shown or spe ifed. p y q better. CZ 5. Wood blockingshall be solid &shall match the depth of the rima 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 moisit location shall be p primary 9 1. These Plans are the property of STARR SANFORD DESIGN 9 members. Provide blockingin wall to secure mounted millwork shelves,fixtures, certain minima criteria, & do not necessarilyrepresent the final layout, heaters. Route drain lines down to floor drain or utility sink in utility room or other ressure- reservative-treated with a water-borne preservative applied b ASSOCIATES, INC.These Plans are protected b Federal W mirrors, toilet accessories&other items requiring a permanent attachment to the arrangement, ize, brand name, capacity o 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 afteltreating. pp Y p y CABINETS & FURNITURE q g p Copyright Laws. Any use of the information contained herein wall. engineered sys m. 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 o the primary framing codes, standar s&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. beyond the use authorized by STARR SANFORD DESIGN 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 concepts shown on these Drawings run to exterior, extend line concealed in walls to within 18"of finish rade & , (5 1/2"thick) unless noted otherwise. Exterior walls of garages&other unheated P gs should be supported by design calculations. 9 6. Roof trusses shall be designed fabricated & erected i "accordance w/the distribution of any part of these Plans without the prior written Millwork areas shall be 2x4 studs unless noted otherwise. Design engineer shall prepare calculations for loading & equipment sizing, terminate with 900 elbow pointed down. "Design Specification for Light Metal Plate Connection R of Trusses" of the accessory arras ement,etc.,and shall re a 15. Provide pressure reducing valve as required for proper operation of the system. consent of STARR SANFORD DESIGN ASSOCIATES, INC. 7. Headers shall be sized by structural engineer to meet all local live &dead load rY p pre final drawings accordingly. p g q p p p Y Truss Plate Institute. Truss manufacturer shall provide en 'neering design & represents a violation of Federal Laws subject to the prescribed requirements. Install minimum 2x4 liner under each end of all headers. Install 4. Install GFCI o tlets as required by 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 i the state in which 1. Do not scale drawings. Use only dimensions shown on drawings. If dimensions 16. Seal to wall floor or countertop around all fixtures with tub &the sealant to penalties' - 2x6 over to late of wall in walls parallel to framing above for sheetrock receptacles in bathroom, kitchenette, or other area where running water is � p work is to be performed. Shop drawings shall indicate the species, sizes & p p P 9 2. All work is to be in accordance with the latest codes. are in question,the builder shall be responsible for obtaining clarification before resent or area ex match color of fixture unless noted otherwise. at blocking. Install minimum 3 studs @beam bearing points unless noted p posed to the weather. 17. stall 80�� stress grades of lumber, metal connector plate sizes &types & bearing & Local Ordinances: Atlantic Beach, Duval County, FI continuing with construction. Builder shall verify all dimensions &conditions 5. Install hardwire smoke detectors with battery backup on all floors. Interconnect In shower heads OC AFF @ wall penetration unless directed otherwise anchorage details. Truss manufacturer shall submit-supporting otherwise. rY p g design Building Code: 2010 Florida Building Code Residential jobsite. g. Exterior Wall sheathin shall be 1/2"CDX I detectors so that all will sound should one detector activate. Verify number of by homeowner. documents which indicate loading,section modulus, assumed allowable stress, Cq 2. Field-verify all dimensions before beginning millwork fabrication. Verify all 9 pywood sheathing. Y ' Electrical Code: 2008 National Electrical Code 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 supporti ` information,which kitchen equipment sizes w/homeowner before ordering cabinets. pp � p q 3. It is the builder's responsibility to assure that all manufactured g 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 res risible 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 interior joints. minimum. calculations. =1111111111111111111ll of cabinet. Countertops typically overhang these dimensions & kickspaces g p connected, erected, used, cleaned, adjusted, operated and 6. Some equipment shown on other plans may require electrical service,such as 7. Any hip or valley rafter over 28 long shall be Laminated Ve ; er Lumber. Bath Accessories conditioned as directed by the manufacturers, unless herein underhang them. water heaters, condensing units, air-handling units, condensate pumps, etc. 8. Roof sheathing shall be 5/8" Exposure 1 tongue &groo 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" to framing. sustain and reserve all expressed s 11 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 deckin nufacturer. p p p 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 ampacity requir d. 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 �`ck as recommended 4 it is the builder's responsibility to check all plan dimensions 6. See Finish Schedule for wall base,floor&other finishes. gypsum „ „ p y p a d ensions & 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 for every cond rising 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 &contra n of roof deck. details or overall accuracy appropriate to the site & final codes. Outlet sh II be weatherproof GFCI if unit is exposed to weather. (1 per toilet). Hip rafters,ridge boards, &valley rafters shall be one size f ger than rafters. Plywood to be covered w/plastic laminate shall be cabinet rade board will result in a stiffer,straighter,smoother wall at slightly elevated cost.All selection of masonry, floor joists, lumber, structural members, other Plumbing. yw p � details used in these drawl are based on 5/S" 7. Obtain name pl to 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 I ations where ceiling AA fir plywood.All totally concealed wood framing shall be#2 southern yellow gypsum board. veneer, roofing, etc. Names of materials & manufacturers p yw proper size vol age&ampacity. Provide fused or non-fused disconnect switch bathtub). joists run perpendicular to rafters. 14 2. Wallboard @the shall be equal to Georgia-Pacific Dens-Shield file backer board. shown on these Plans do not represent any endorsement or pine. 3. Wallboard @ damp areas shall be equal to screw-attached 5/8" moisture as required. 4. Install 24"towel bar outside tub or shower @ 48"OC AFF (1 per tub or shower). recommendation by SANFORD DESIGN ASSOCIATES, INC. CcZ% Cr 8. Sections and details shown may not cover all cabinet conditions, but are resistant gypsum board all areas exposed to high humidity levels such as 8. Provide panelb ards of proper voltage&ampacity for all electrical circuits. More 5. Install soap dish @ 36 OC AFF(1 per lavatory). n intended instead to indicate the general design and character of the cabinets. In Lighting � 5. Final selections of materials to be used are the responsibility of cases where no detail is shown, use most similar condition detailed and modify bathrooms than one panel may be required due to number of circuits required. Provide a I the homeowner and/or builder, including, but not limited to ��Poicopy 4. Sheetrock accessories shall be equal to USG.All exposed corners and gypsum minimum of 8 spare circuits. 11 proper installation of materials, nailing, gluing, caulking, for cabinet elevation shown. 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 board edges shall have appropriate metal accessories. Sheetrock joint treatment AuxiliarySystems insulating, flashing, roofing, weatherproofing & many other locations &typ s, disconnects at exterior of building, voltages, ampacities& y plan. Fixtures shall align with or center on each other or with adjacent materials shall conform to ASTM c476-64.Tape all joints&apply 3 coats of joint g � small items & details not necessarily indicated On the Plans other details o electrical construction. Size all feeders according to NEC architectural elements. Coordinate locations of light fixturds with HVAC grilles compound.SarlS�between coats and after the final finish coat. Over which SANFORD DESIGN ASSOCIATES, INC. has no requirements. 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 Tile showers shall be constructed to at least the following minimum standard: I control or responsibility. 5. Wall tile shall be installer!over Georgia-Pacific Dens-Shield tile backer board or 10. Run all cable co cealed in walls,ceilings or floors unless noted otherwise. install as required. may be conflicts. Grilles & registers shall be blocked as quired so that they 6. These plans provide ideas & concepts & are not intended to be 11. Support all fixtu s&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 hall be reviewed & Construction Set - equal and shall be installed to an elevation of 72" or higher as required to complete in all respects & details of weatherproofing. Use of a iodate full uncut tilethrou hout the height of the wall. The floor shall be 12. GFCI receptacl 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: f sheetrock or other p (uncut) g g potential variety of window or door brands & types & use of standard recep cies 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 by wall &ceiling finishes. prepared by grouting to�lope to drain over a waterproof membrane. Floor file different materials & thicknesses Can change details. Project #' shall be laid according to Owner or Architect. Small bullnose trim shall be used and if they can II 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. Ad d i t i o n a I I y, varying codes & re g u I a t i o n s, foundation ' at all edges. Cove trim s[>all be used at all interior comers. 13. Insulate&seal olidly behind receptacles in exterior walls, including modem&telephone system capabilities. 3. Coffer dimensions are shown to face of framing unless note otherwise. requirements & electrical & mechanical plans Can also Change 14. Kitchen equipm nt 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 intersectio oor casing or trim. 14004 6. Remove all rust,greasy&erection marks from surfaces to be painted. Fill and 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 swi hes shll be ganged 7. It is the builder's responsibility to assure that all work is in Date: sized as requir for load. conduit for future upgrade purposes and homerun to a network backboard tight together&shall be covered with a single plate desi ed for that purpose. shall be applied after a priming coats are dry on surfaces scheduled for strict accordance with the latest edition of all applicable installed as directed b the homeowner.Also consider installing CAT-5 cable if Switches shall typically be mounted 48"AFF to center of s h. painting or enameling. Flier shall be tinted to match woodwork on all stained or Y g tYp y National, State, and Local Building Codes. It is the builder's 11, the house is being constructed on a speculative basis since this is the most 5. Support all fixtures rigidly from structure of building. natural-finish surfaces. knots,pitch pockets&sap streaks shall be shellacked responsibility t0 assure that all work is in strict accordance Revised: common network cable currently in use. 6. Verify device&plate colors with Owner or Interior Designers �-- 8/21 / 15 before paint is applied. I finished surfaces shall be left smooth, even & free with the latest edition of all applicable Construction Standards. from defects. Brushwork II 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 any paint on t' or other wood.Trim shall be brush-applied only. homeowner install as required. switching. s not represent any endorsement or recommendation by Y 8. Consult Owner& add landscaping lighting if required. enfy lighting type & Xkv " No paint shall be applif CS �d to wet or damp surfaces or until undercoat is dry. SANFORD DESIGN ASSOCIATES, INC. Final selections of Coverage shall be compete so that no primer or substrate may be seen through Interior Dampproofing switching. Connect all exterior lighting to photocell contr relays with timeclock materials t0 be used are the responsibility of the homeowner 3 the finish coat(s). 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 fight bulbs shall be compact fluorescent bulbs or LED, O*ner to select. roofing, weatherproofing & many other small items & details Sheet be lapped 6"minimum at all joints. not necessarily indicated on the Plans over which has no control or responsibility. SANFORD DESIGN ASSOCIATES, INC. not be held liable for any errors, omissions, or deficiencies in any form by any party whatsoever for these A01 various details. • Site Plan Notes W x 1. This drawing is based on a boundary & topographic survey made by , Existing House sq footage Boatwright Land Surveyors , INC. of Jacksonville Beach,March 6th 2014. >y, 2. See site survey for existing conditions not shown on this plan. Existing Covered Structures Footprint 2,167 sq ft 3. Contractor shall establish finish floor elevation. ., Existing Impervious Lot Coverage(Concrete) 957 sq ft Building layout dimensions are shown to outside face of foundation wall. See Floor Plans for clarification. .r 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 New House sq footage otherwise. 5. Work shown is new unless specifically noted as existing. New Covered Structures Footprint 2,940 sq ft 6. The General Contractor shall verify all property lines, easements, dimensions & setback requirements w/the appropriate department of the New Impervious Lot Coverage(Concrete) 291 sq ft City of Jacksonville Beach. Total New habitable 3,231 sgft 49.66% 7. Construction materials, equipment&procedures shall be in general accord with the Florida Department of Transportation "Standard Sppecifications Increase from existing 107sgft for Highway Constructions", latest edition, as modified by technical 11t1 ;��Iltl<„-,IIr.sR;nl..a•an '.�', specifications. Copyright ©2015 Starr Sanford 8. All 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 o will facilitate the smooth flow of water without puddling or ponding. specifications of this document are the property of Starr Sanford Design a Associates, Inc. No part of these M documents shall be copied,disclosed Z J CONCRETE - -- to others, or reproduced in part or LU silt fence around construction sit Existin Lot Area Calculations whole in an form without the o a silt fence around construction site 130.56' (ACTUAL) (130.50' PLAT) (130,77' FIELD - SET 1/2"IRON written consent of Starr Sanford JimPIPE,LB3672 LOT 5 Design Associates, Inc. Do not scale CP WOOD DECK B L O C X18 dashed line r - - - - FOUND"X" Lot 6,506 sq ft drawings.Use given dimensions only. w ( ,�) If not shown, verify the correct represents new construction - J `____ _ CUT 3.0 S Existing Impervious Roofed Structures 2,107 sq ft 32.39% dimensions with Starr Sanford Design Associates, Inc. Contractor Existin Im ervious(concrete avement) 6o s ft 1 6%OQ $ P P 9 q 4 7 shall check and verify all dimensions J o; w O Existing Total Impervious 3,067 sq ft 47.15% and conditions of the job site. cgg ` �,o V Z C) oCD 73 4� m Z o L h +' o New Lot Area Calculations Q o E� y1 25TH o m' MASflI dip 1 STORY+FRAA A/C o Q FRAME fly h h Rr slp�Nf>r New Impervious Roofed Structures 2,940 sq ft 45.19% � Q CONCRETEWALL m, RESfp � ! Nt1MBEit,Z90 W New Impervious(concrete pavement,&future pool coping) 93 sq ft 1.43% WLU remove existing wall L 1 NUMB7 it Y, •Y , J > f parkin f-f=f'=; # z W New Open Cell Pavers C o% 6 s ft 1 8 s ft o % Q22' W > P 5 ,39 q 9 q 3 4 h 1 h / n W 0 a Y . ?? ,Y . ,tY . fir \ IY r_, •Y U_ Q New Total Impervious 3,231 sq ft 49.66% m }� remove existing building o Q • Z <t Y Y h Y h M & all site features remove existingbuilding _ }- Q L r g U DESIGN CRITERIA. W ^ . C ,{ t ,{ m I 1 & all site features W Q 'Q Building Classification: Residential U U_ W n �` 1 /Gy- ' " W � Building Type: Type V Construction �. O CD 1.1. Y V ,1Y .• •�' ) ,V . ,Y • Z a d CONCRETEIDRIVE } } } 1TT r o- o- 1 LL 1" r LL �•- remo>re e>ristingLdrive t ,{ {' ; ,< o Unless otherwise noted,project site considerations shall be the responsibility of the I owner and/or contractor.Examples of such items include,but shall not be limited to, ..� -'=-parking 'CONCRETE*.Y 1 E" determination of rade elevations drainage features andspecial requirements _. . ,. - - - - � - - - - „,..__...� associated with FEMA flood hazard and/or DEP zones. x nis@r g� *r•-:w w ! +.. -..-r. enkOV9 exls.q9 CO11cfe & (n r t vywsb, .r r•r, v ,,a • era>�' +��!,: '-r •aHasite feeµUP6s .Y ;, s; `. •Y • •Y • •Y • Y •' •Y • Y •' •Y •• END OF CHAIN-LINK WOOD DECK h--t The contractor is responsible for the means and methods of construction. It is the O a } ;ONCRETI}VIIA'LK• r . Y Construction( umpster, 'remove existing concrete&.all site ieatuies FENCE=0.1' remove existing deck&all site features Portable _ contractors sole responsibility to determine the procedure, sequence, and OFF LINE Restroom Q temporary bracing as to insure the safety of the building and its component parts during construction. 4'WOOD FENCE remove existing fence&all site features 4'WOOD FENCE LOT 5 FOUND 1/2"IRON - - - - - - - - The contractor shall verify all conditions and dimensions at the job site prior to PIPE,LB 1048 - - - - - _ ICK WALL ON LINE silt fence around construction site FOUND 1/2"IRON commencing work. 6'VINYL FENCE silt fence around construction site PIPE,NO CAP LOT 4 129.84' (ACTUAL) 129.90`(PLAT) 129.94'(FIELD) 4'CHAINLINK FENCE The contractor shall supply, locate, and build into the work all inserts, anchors, 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 P tY xP report.The design of the project structure assumes an allowable soil bearing capacity of 200o psf. The Engineer shall be notified if soil conditions encountered differ �y 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. DRAWlVG! A EXISTING SITE PLAN 1,1 10� nosing paver&square paver as shown for I I 2' (TYPICAL TREAD) finish tread,rowlock for finish riser over 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 U U fu to NOTE: Surveyor to locate & stake footprint -0 .n of Structures prior to commencement of construction V) •• .•" •..° • '• � D D '• D• D cu � ", .•a Z 0 L o . . D o• .. •. .. v co O p 8 0 °rte,, o C 0 ll' IJoe a •• e p Inlet ° ° °' •° t0 ^'� Z m 24'-O" 28'-0" +/- 37'-O" fV n d e v °• 3 wood fence wood farce 130.56' (ACTUAL) (130.50' PLAT) (130.77' FIELD) LOT 6 SET 1/2"IRON=UJ ° . >s CD PIPE,LB3672 4 .• � . LOT 5 _ .. a .. b. r, I .. .. 3 �. provide propane 4 wood,', ' - FOUND X' fi line stub out for grill fence b CUT(3A'S'y) D •• .. D �- 'Q .,1 ..l... Q d +1 , s ^IAIk:.MrA MM dli ,.; � ,°:._ x� `"� v 0. •. a � 'z 111! we . .�� O•• A D• O - , - a �'° t,.,: 1 °•,a'a z r `n { Q ° PO 129 00 o s w O 0 �,�s,. s .° ,.e: ss° +24 `r aXc' ^g 1 W V.i- O O O U r covered +20 p$ :,° u- o ° o j a O 0 O o ` O J � a U o ,, a O ��/'� � p Sfon Q 4 D ster r a J OC � � rage FFE to be cabby _ BRICK EXTERIOR STAIR TOP LANDING 2 (, 1 1/ 9 `""`"`», _ stone ' o A 1 .2 `� 1'-Q" Q Q open cell House FFE to be W a > pavers -16 below ado � � �� f� � r r r_ W WLn _ m#144 Above grad ' O a1° + +18 +18 F. pro Z LU ropag stub nosing aver&square aver as shown for 1 1 2 (TYPICAL TREAD) Q N ere ° ,� � 1 for ga lighting h W > g p q p 0 r _ _ _ _ . _ _ _°_ _ Q finish tread,rowlock for finish riser over 51 4 ' , , + 4 + t rr :open cell / "mortar bed as shown over 000 Psi 2 +�1 r. � rr ,, +1 , Q � 3 4 4 i ; +11 ,pavers _ air-entrained concrete steps w/6x6 Z Q 1 +19 t 6/6 WWM over gravel drainage fill Q U W � 1 , QQ U LL x W Q t Qo Construction Set ' ' Future ' �� 1 , 18 1 Pool 0 '• ' . 17 - - .• L " 1 pa • 10 rr..r r r W.+ r r r r r J U � Project • c, Outdoor Ad les +2 1 1 --' - - r r .._ _ 4 .. shower /,rr +9 R- �- +g„ 'n o •• •• ' 14004 - °C 10 car �r+.+�r�r�r r..r r!� �r err'r�i., �� r�rr_r�;,'�.rte.r �,��`�r�'��r..+. tic..��ter_ ° •° Date: • z 8 D p' O . m LO 5 D 7/ 16/ 15 et . . D D cD -r - T wood fence wood fence woad fence o D a FOUND 1/2 IRON „ FOUND 1/2" IRON ', „ .. ,I D •' • . . . • . . . • . . . •. �. Revised: PIPE,LB1048 3 129.84'(ACTUAL) 129.90'(PLAT) 129.94' (FIELD) LOT 4 PIPE,NO CAP �'e8valk�ste deta' ewhil D ' 06"cpncrete b1�.4's a OC6 11 •• �.. wh 8/21 / 15 over compat e earth P, • D • e e .. 4 •• s .. a •• ► .. a D �.f_ .. ....,' 1.....,• 1.....,• 1.•...., 1.•...., I.•...., 1.•...., 1.•...., 1.•-.., 1..... ' 1.•....,' 1.•. Sheet ''•i�•f'..1• �•i�'f-..I._�.';•f_:.I._�•i�•f-..'• '•i�•f_..1._�.;,•f_..1._�.;,•f::.1..�•i�•f�..1. �Y 1.f:.•I..�.;_.f:.•1..�.;_.f:_1._�. ',_•f__1. �,_.f:_1. ..,_.f..I. .,_.f:_1. �•_•f'_1. .., .f:_1._ ..-•f'-1.. .,_.f:_1.:. _.f:_1.:..,_•f--1.:.., .f:_ 1 A1 . 2 DRAWING M SITE PLAN ,; DRAWINGY 6GL! A 1.2 1 OI A� .2 RICK EXTERIOR STAIR BOTTOM LANDING 11�o • " • • . ' . " . ' . ' • ' • ' . . . 3/41,hardwood plywood cap over 2X4 stud wall Floor Plan Notes Wall Material Key � ... ' .' .' .' •' . ' •' . ' • • ' •' • ' •' • ' • ' . . ' ' 1. Do not scale Drawings. Use only dimensions shown on drawings. If face brick ' wallas detailed elsaw ere window(see details elsewhere) EF San Juan BC4o97 . dimensions are in question, the builder shall be responsible for obtaining :. I jamb casin , • clarification before continuing with construction. Builder shall verify all EF San Juan BC4097 filler brick ' dimensions&conditions at jobsite. . ' 2. Dimensions shown are to one side of interior walls or to outside face of • stud or masonry on exterior walls unless noted otherwise. firebrick • ' • ' 3. Builder shall establish finish floor elevation in consultation with . • homeowner. Builder shall take into account design intent,including number wall as detailed elsewhere s , • of steps,water table masonry, etc. Builder shall also assure that there is interior insulated wall (all exterior walls are to be insulated adequate clearance between finish grade&any wood construction. unless noted otherwise in Wall Sections) 1/4 reveal to frame(typical) , ' 4 Locate doors so that door casing abuts wall finish of adjacent wall unless '`"```" s `"`'```""" ��"'"" Ix sill cut as shown over 1 -�a noted otherwise or unless door casing is narrower than 3 1/2". In this case, EF San Juan BC4097 4 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 • where a door is shown approximately in the center of a wall, locate door in wood stud walls unless noted otherwise in Wall Sections) 1,. 4 1"x I 1/4"hardwood nosing over 3/4" the exact center of the wall. Copyright ©ZOIs Starr Sanford • . ' . ' cove mould S. Verify window rough opening head height with Elevations. See plans & Design Associates, Inc. All rights 1/4 reveal to frame typical) wall finished both sides reserved. The design concepts, Ix6 hardwood skirt exterior elevations for window alignments, window types & muntin drawings, written material, and ' I casing • ' • ' sheetrock finish over 2x4's 16"OC patterns.Adjust head heights slightly(less than 13/81 as required to course s ecifications of this document are X4 g door or window(se details elsewhere) with masonry veneer, i any. Provide filler strip between window and 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. Insulation Schedule whole in any form without the • 7. Refer to plans & exterior elevations for window types. Coordinate written consent of Starr Sanford operability of windows&direction of s of casements w/homeowner. Design Associates,Inc. n not scale • p ten$ 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. 3-51811sees 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 s s -20 0 shall check and verify all dimensions • ' • ' • • ' . • ' as possible to allow more effective screening. eate areas o is uI ing are to a insu a e ,w e er s own or no sown in wa and conditions of the fob 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 �• °� "�« 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 3 size of interior partitions.The Architect strongly suggests spray foam insulation equal to WOOD WALL CAP DETAIL ,_ bath or other wet or food storage areas. Boric acid shall be installed I ene which seals drafts much better than fiberglass batts. 2 SILL ELEVATION / SECTION „ CASINGELEVATION SECTION �'_o�� A2.1 ' g A2.1 1 -0 A`2'•� immediately before Installation of insulation in insulated walls or immediately before installation of wall finish in uninsulated walls. Walls with exposed cavities do not need to be treated with boric acid. 11. Prefabricated fireplaces and flues shall be UL approved and installed as per FIRST LEVEL DOOR SCHEDULE manufacturer's specifications and accepted construction pracrice. It is the FIRST LEVEL WINDOW SCHEDULE FIRST LEVEL FINISH SCHEDULE builder's responsibility to assure that all applicable codes regarding fire NUMBER IDTH EIGHT TYPE DESIGN NUMBER qty IDTH HEIGHT TYPE REMARKS separation,use of materials& other fireplace criteria are met or exceeded. INCHES INCHES EF ROOM N ME FLOOR BASE WAINS CHAIR WALL CROWN CEILING HEIGHT REMARKS P INCHES INCHES IOI 1 IN 96 Solid Owner to select 3- o' t lock&o enable shutters MAT'L. FINISH MAT'L. FINISH I2. Builder shall coordinate flue height to match chimney height shown on IA 36 84 Double Hun 6 lite above/ 1 light below open rafters #1 Oyster TabbyStone w/matchin bullnos 13. elevations. IB 24 24 Special-Owner to rovide Io2 1 36 96 Full ass exterior use approved 3- oint lock&screen doo Front Porch Tabby Stone none none none 4 lite above/ 1 li t below Io 1 36 96 Full ass exterior Foyer Wood IXI0 w/CAP none none Wood int Wood Io'-o" Painted wood beams as shown on lan If gypsum board is used, install moisture-resistant gypsum board in 1c 24 48 Casement Pant Tile TILE none none . bd. paint WM 47 . bd. t0'-o" Owner to select floor material. restrooms&other rooms where water is present. ID 32 48 Double Hun 6 lite above/ 1 light below 104 2 48 96 Full lass exterior 8'Sliding door unit Wood Io'-0" Owner to select floor material. Double Hun 6 lite above/ 1 light below los 2 36 96 15-lite double french door Bath Tile Ix10 w/cAP none none Wood int WM 47 i4. Builder shall coordinate all shelving & storage requirements with IE 36 60 Io6 2 36 96 15-lite double french door Kitchen Wood IXIO W/CAP none none Wood int wM 47 1x6 painted T&G Io'-o" 6 lite above/6 light below. homeowner. IP 36 84 Double Hun Dining Wood IXIO W/CAP none none Wood paint WM 47 Wood Io'-o" Io7 1 24 96 Solid SP1010 Stileline Plank Series 1 Center plumbing fixtures ins ace provided unless noted otherwise.Provide 108 1 30 96 Cased Opening Living Wood 1X10 W/CAP none none Wood paint Wood Io-o Painted wood beams as shown on Ian S• p g p log 1 32 96 Solid SP1010 Stileline Plank Series Covered reezewa Tabb Stone none none none o en rafters #1 Oyster Tabby Stone w/matchin bullnos not less than the following clearances from finish wall to fixture on either I IO 1 32 96 Cased Opening Gara e Sealed Concrete none none none . bd. aint none bd. Io'-o" side:Lavatory: 15".Toilet: 18 . 11II I 1 36 96 Full ass exterior Garage e B th CEMENT TILE TILE none none .bd. paint none .bd. 9'-3" G-I I2 1 36 80 Fiber ass Wood flooring to b :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-II 1 36 80 Solid Plank Door vertical 1x6 w/lites G-l16 1 30 80 Solid SP1010 Stileline Plank Series cm� G-I17 2 24 80 Louvered doors 37-0' 10'-0" 24'-O" 28'-0"+/- ^� 151-01' 41-611 4,i 51-41 11'-4" 2'-0" 7'-'T• 10'-5" 14'-O" 3'-O" W 2'-2" 91-0" 3'-4" 3'-4" 8'-0„ 5'=4" T-4" 31_0.1--- J-_ -- __ _ __ _ NORTHERN BOUN ARY 19 B 21 24 6 A9.2 O A9.3 A9.2 A9.2 A9.2 tE 1E 1E IE . ID - se G1 15 hose bibb 0 hose Bibb ibb k r o ' .. - -!!'1 7717", beam above �deep/�"-w� Isokern 8'rdeep/�w� 23 beam above team e--- - ---- - @ beam above propane or gas beam above A9 1 3 O I workbench - --- - -- I I I 1 I I I 15'-5 2' 6'-6" 6'-6" 5'-9 2, 20 .. _ A9.3 - I I j = A9.2 I I I I I I O Storage _ ------ I I I I I I 1105 step down 4" I step wn 4" _ ( >1 Covered o = o rns e oor I I I I I to rnrs a oo --- Ck I I >I I 4� 5 L ( I Breezeway E N b _ o I o B I @I los ISI Dining I @Io I co I o 3:> b I 106 I Living I co I A9.3co CD I ISI 107 �E cp A9.3 I I I I ISI I�I ISI � I ------ ►. I I I I I I00 � I°°I I F O Lu A9 2 I I �. I I I I I I I I Porch I O _ � 11 F I I I I I I I 01 I O G114 �----- °i' GD A9.3 beam above 21 beam above be§m above _ I I I I 1 1°� ------ - G�1 A A9.1 ) '- _ half wall 8"beam above half wall I I I I step down 4" O � = 3'-O" rnrs a oo M I 01 I � step ow 16" B Q N I I I I I I -- �A92 cab I ( I I I I b b Garage - - - - - - - - - - - - - - 103 b b a ag G i 1 1 - - - - - - - - - - - - - align doors&head heights beam above� jp pi N G-109 step own 5" provide in-wall wood blocking as required 150 3 = M for all cabinets,wall cabinets,towel „ " I 1 I OD and plumbing accessories L- 8 deep/4 wide _J _ __1 L_ ____ I `�- -- -- "x 8"beam above tD O -- I '� ( 1 0 1 I 109 = I A I 3'-s' 3-111, 3'-8" ` U Foyer I ste do n 4" A A9.3 I ( e �, ,� CM 102 V I o r rs a oo 0 A9.3 _ o I El GI 13 3 t'3 I "O - L a CD Z 14 0j c c =c 1 D J -- ca Bath N v'--- --- 'x 8"beam above o � � a O ' 0 I 103 EI � - O Kitchenco N 1 C i c 105 m w <o ca I m ca GD a - QD M , aL, I = Q I � GD �ni'v', �,v► , 3 os co n m �, ----- I `gyp rarn I X o0 Utility Sin 15'-1 i 2' below wall 4 3 1 2 1 a-3-341 et fi c 161 shelve with hose bibb � , ip 1 C -- - � � 1 F as faucet - ____ , „ b I I Construction Set 513. 4'-4" ' 5'-1" 9-4 ° 2 6 8 -- _ N -- x 8"beam above „ , „ ,_ - ---- I I I - e°o O G1 16 G1 17 1C et N i t0 Pantry i m - I Project #: •=,N --- �0 104 M I i F I 14004 upI washer dyer u ,� b B I = I I B P T 107 Date: Bath X I ( A9.1 1 C L d1 8"deep/4"wide deep/4"wid - UD A9.1 d f G-110 provide er in-wall r � � cot)`e`ee beaabove � beam above -� 7/ 16/ 15 very box - Ll 0 102 Revised: G112 -- -- --hose bibb- _J EI 8/21 / 15 outdoor shower gate hose bibb pebble floor 1C 1C 1C 1B 1F ' k 9.2 Z= 3 bench c louvered wall 1 Z'-2" 5'-6" 8'-7" T-9" 6'-01 Sheet 401-01- 71-01- 8,_0„ 12'-2" 3'-01' 10, 28'-0"+/- 4T-0' A2 * 1 gate FLOOR PLAN 14„ FIRST LEVEL A A2 11,319 sq ft this level 840 sq ft this level 0 2' 4' 6' 8' 10' 12' 14'; 16' 11 I top of finish stringe beyond SEE SECTION OR NOTES 0 1"UN LE S NOTED) SECOND LEVEL DOOR SCHEDULE gr White oak tread w integral 1"nos &3/4 Floor Plan Notes Wall Material Key .; integral or applied(shown) cove at 1 a NUMBER qty IDTH HEIGHT TYPE REMARKSq x- Contractor's optio INCHES INCHES ;yi 2oI 1 24 80 Solid SP1010 Stileline Plank Series I. Do not scale Drawings. Use only dimensions shown on drawings. If face brick a 202 i 3o So Solid SP Stileline Plank Series dimensions are in question, the builder shall be res onsible for obtainin F � 0 203 1 30 80 louvered g 204 1 24 80 Solid SP1010 sliding Stileline Plank Series Sliding door clarification before continuing with construction. wilder shall verify all filler brick \ z 205 2 30 80 Solid SP1010 Stileline Plank Series dimensions&conditions at jobsite. - � N 2o6 1 32 80 Solid SP1010 Stileline Plank Series 2. Dimensions shown are to one side of interior walls or to outside face of 11, J 207 1 30 80 louvered stud or masonry on exterior walls unless noted otherwise. firebrick 11 A 208 2 24 80 Solid Plank Doors Slidin vertical 1x6 3. Builder shall establish finish floor elevation in consultation with 20 2 24 80 Solid Plank Doors Sliding vertical 1x6 9 homeowner. Builder shall take into account design intent,including number 210 1 32 80 Cased Opening of steps,water table mason etc. Builder shall also assure that there is �- fir' interior insulated wall (all exterior walls are to be insulated X 11111111111111111111111111111111 1. 211 1 32 80 Solid SP1010 Stileline Plank Series p ' 212 1 32 80 Solid SP1010 Stileline Plank Series adequate clearance between finish grade&any wood construction. unless noted otherwise in Wall Sections) tom of finish st nger q. Locate doors so that door casing abuts wall finish of adjacent wall unless 1,1=,=,=�, - <;:,�;I,r.,<,,,, r•,,.rita, Ld 1 oak riser cut from 1 G-213 1 24 80 Solid Plank Door vertical 1x6 � Z G-214 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, rou cut from 2x8(this member install door frame with a ro nate shims ace against liner and stud. Do will spa r wall 1 to wall,so this stair G-215 1 60 80 louvered bi-fold unit PP P P 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 interior 2x6 wood stud wall(all exterior walls are to be 2x6 �s,rrt�,,,dfi,r.ias•4i�;x).+•<yu, ;ch=i -.:U+.i�-II)'s; R11a O G-217 1 30 8o 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) tread cut from 2x I- G-218 1 30 80 Full lass shower door the exact center of the wall. Copyright ©2015 Starr Sanford bottom of carriage e notched from U Design Associates, Inc. All rights 2XI2(do not oversaw no N 5. Verify window rough opening head height with Elevations. See plans & g g see elsewhere for fi fishes •; m exterior elevations for window alignments window types & muntin wall finished both sides reserved. The design concepts, � � a SECOND LEVEL WINDOW SCHEDULE atterns. Adjust head heights slightly(less than /8") as required to course drawings, written material, and \ NUMBER WIDTH EIGHT TYPE DESIGN p J g y 3 specifications of this document are with masonry veneer, i any. Provide filler strip between window and the property of Starr Sanford Design Q 111111111111111111199=1111111 INCHES INCHES masonry sill if required to allow the masonry sill to course with surrounding wall finished one side Associates, Inc. No part of these 2A 36 60 Double Hun 6 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 2B 24 48 Double Hun 4 lite above/ 1 light below � 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 operability of windows&direction of swing of casements w/homeowner. Exterior Wall Size Minimum Wall insulation Minimum Roof Insulation Design Associates, Inc. Do not scale 2G 30 38 Double Hun 6 lite above/ 1 light below 8. Walls, Cellin s & floors of ancillary spaces such as closets & storage areas _ drawings.Use given dimensions only. 2H 24 60 Double Hun 41ite above/ 1 light below If not shown, verify the correct shall match the rooms they serve unless noted otherwise. 3-5 sees s -13 -3o dimensions with Starr Sanford \ 2I 28 54 Double Hun 6 lite above/ 1 li t below 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 -20 R-6o shall check and verify all dimensions as possible to allow more effective screening. ea a areas o is bulling are o e insulated,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 maybe insulated. See wall sections for clarification of insulation oR�" • • 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 A2 WOOD STAIR DETAIL ,��_= 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 AME 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 20I Hall Wood Ix8 w/cAP none none bd. paint WM 47 bd. 9'-0" i3. elevations. 202 Bath Tile Tile none none .bd. paint WM 47 . bd. 9'-0" If gypsum board is used, install moisture-resistant gypsum board in 203 Bedroom1 Carpet IX8 W/CAP none none .bd. paint WM 47 . bd. '-o" restrooms&other rooms where water is present. 204 Master Bath Tile Tile none none . bd. paint WM 47 . bd. 9'-0" 14. Builder shall coordinate all shelving & storage requirements with 205 Walk-i Closet Wood IX8 W/CAP none none bd. paint WM 47 . bd. '-o" homeowner. 206 Hall Wood 1x8 w/CAP none none .bd. paint WM 47 . bd. 9'-0" 2o7 Walk-in Closet Wood IX8 W/CAP none none bd. paint WM 47 bd. 9'-0" 15. Center plumbing fixtures in space provided unless noted otherwise.Provide 208 Master Bedroom Wood ix8 w/cAP none none . bd. paint WM 47 . bd. 9'-0" not less than the following clearances from finish wall to fixture on either 209 .- Bedroom/Stud Carpet Ix8 W/CAP none none eck cypress WM 47 eck cypress 9'-o" side:Lavatory: 15".Toilet: 18". G-2Io Kitchen Wood IX6 W/CAP none none . bd. paint WM 47 bd. 8'-2" 4"oak flooring G-21 I Living Wood IX6 W/CAP none none . bd. aint wM 47 . bd. 8'-2" 4"oak flooring G-212 Bedroo Wood ix6 W/CAP none none . bd. a. WM 47 . bd. 8'-2" 4"oak flooring G-213 Bath Tile TILE none none gyp.bd. paint wM 47 gyp. bd. 8'-2" Wood flooring to e:White Oak,wide plank,random width Stairs shall be woo i C 4o'-a' 24'-a' 3'-1 O" 16'-4" 31-10" 2'-O" 35'-a' 3'-O,. 1 ;� i 2'-O" 12'-O" 6'-1 1„ 7'-0" 6'-8" 101-61 3'-1 1" 19 B 2i 24 A rn A9.2 A9.2 A9.2 A9.2 W A9.3 = provide in-w II wood blocking as required _ I _ 2F 2F to for all ca nets,wall cabinets,towel m - and lumbing accessories < > I . I2C 2C 2B 2A 2A 2A : - - - I c0 :. +1111 _ _ _ --1111... - �n t:.:.... ...:- „ . i2"sho _ _ _ 23 I it __. .. shower seat I I I J) -iii ... ... 1. \1/ bench . . € 'ii A9.1 . _ _ .. ..:......_.. 11-...1-1111-- 2-111011 ': ,, ; : : 1. - n a : Uinfinity drat _ _..._. I c - o 1. .. . - rale - Walk in 2/1111, 01. 1. 22 cp = a M4 .., ,. :: o s ow r 3 ip _ _ A9.3 .I � I. ,i .: A9.2 o Closet 11 I I-�1.-11� 1.� -1. I..I 11 I 1..-11.,1.111...: I. 2B10 head `� I 'Bedroom :: s - _ C, _ , 1. :: : : 20 ..:: :..:_...............' „_'C:l - ::i Ca I. ,{: '-1 II 4) 5,_6„ >a> 8'-5" 17-0' 2A N G215 G-212 : 01 3 o m _ _ _ _ O _ _..... . , :; a 1. 1111..:; ct : . 11 N I. I I. o -\ i t - - 207 half wall below . _ w opaque 9 ss r allyl I Maste - . I � .-I. 1% . I ! . i;: 0%B1. : 8 - Hall b. B !; t N ao - wl b A9.3 : - Bedroom ::: �, a� 206 ;i� i �111-11-11��,��,�1�1 1:1 I�,-1-11 ;-� � = A9.3 Master 21 210 1. 208 11 I 11 IG21 sk= : Bath o _ 209 . ;, _ 2 4 :: 0 a m �m 111 2G Q) @ y o 2A _ o . 2G = fr. a� v .c lri 3 J g i. .. - . c [!I - # - o �p 21 - - `I erI. = - [Ri CD : m / o as A9.3( y lin n o e a co O L i ` s _ . Kitchen :; towels C207 tI CM A E D A G-210 : � � .:� i I. ,,.,,,,,, 1! ;; I ''. - .�[ " . 11, [ 2G . _ 2'-a' 3'-a' 3'O" - A9 1 IV 2G V . 111.:.1.,. , d' --sly&4ed-- HVAC L ___� 2H : . _- g chase N linen _ _ - E11111111111111111111111 A9.2 - 21 1 b a = o fl0 b g OGb N 2G : Q L1V1I11. 205 201 M LQ _ ►` G-211 tn - _._. 212 _..... „ _ „ „ „ 8,_21.. 8,_6.. 3,O.. - 9-3 2-9 2 1 9 3-10 2-8 2 . . I I I / -<2E>-' L ' '- " �":'-'�-L.'-.-��,-L"-�:-�'�:''-.:''-:-,-:-�:�'� -L i o 11 206 Hall Q 2G < >2G 201 0 _. :::. -I . L 1111--1-1-1-----11 J ,.,( A 2A 202 A A9.3 1,1 - c A9.3 3 2E 2G -. =: 1 4'-1" U v 3'-1 a' 8'-2• 4'-1" 3'-1 O,. 2G o .11 ..: = e - L :_11.11. `� G217 N 2A Bedroom iI:d '' _�_ .� _ _ _ _ .. - 203 u' Q _ - 3 - a Bedroom /Study 2E �. : __-- ♦ ,- II - , r -_- - -- - G213 Bath G218 co N 209 - -- W w mechan;ca �. G213 = I _ Bath In `6111) -- ----- storage '" a " 2A b o N - - - in 202 II -, -: . :::11.1 1._ _.-. L - ' '-- - - -- :: : 204 m I - - Construction et = ill -' In _.. ":-�'�-L-�',�L:7-"'-�]':�'::"��::L"'-- 'L -. 111-1. o medicine s O :: -- 2E .: .. -.. eee abinef above 8"seat O fA `� M - - - - - -1111... _ Protect #: _ 11 3 0 - -- - 2B 2B ..::....1 L. .---- ..:: � -8 4 In 1400 ro 203 T 1 1" 2E _ Date: d wn mi et B 6'-4" B -..--_.. ..... .::._..: = k ] --,I- -Ll�l iA9 1 _--__ .. . - -- i - ----- i) _ _ _ - 7/16/15 :-: o Revised: handrail �. ---- :: --- 2A 2A 2A 2A 2B 2A 2A �I A A9.2 6 3'-0" 7-1a' 2'-8" 1'-10" 8'-11" 4'-5" Sheet Ir I 4'-1" 15'-0" 4'-1 1" 13'-6" 15'-2" 1 11-41' 4O'-a' 24'-O" -/ 21 A2 . 2 sup■ oR.M"O. SECOND LEVEL FLOOR PLAN 1/4" A 1'-O" A2.2 600 sq ft this level 11334 sq ft this level THIRD LEVEL FINISH SCHEDULE Floor Plan Notes Wall Material Key NUMBER ROOM NAME FLOOR BASE WAINS CHAIR WALL CROWN CEILING HEIGHT REMARKS MAT'L. FINISH MATT. FINISHface 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. 8,-0 dimensions are in question, the builder shall be responsible for obtaining Stairs shall be wood clarification before continuing with construction. Builder shall verify all filler brick SECOND LEVEL DOOR SCHEDULE dimensions&conditions at jobsite. NUMBER qty WIDTH HEIGHT TYPE REMARKS 2. Dimensions shown are to one side of interior walls or to outside face of INCHES INCHES stud or masonry on exterior walls unless noted otherwise. firebrick 3oI 2 30 68 Solid 3. Builder shall establish finish floor elevation in consultation with 302 1 36 68 Solid homeowner. Builder shall take into account design intent,including number �.z . of steps,water table masonry, etc. Builder shall also assure that there is interior insulated wall(all exterior walls are to be insulated TTHIRD clearance between finish grade&any wood construction. HIRD LEVEL WINDOW SCHEDULE 4. Locate doors so that door casing abuts wall finish of adjacent wall unless unless noted otherwise in Wall Sections) 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 3A 32 54 Double Hun 6 lite above/ 1 li t below 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 3B 32 48 Double Hung 6 lite above/ 1 light below wood stud walls unless noted otherwise in Wall Sections) �`""�I""``,•,�;,,. <,,,, =9K�:-20 493;; where a door is shown approximately in the center of a wall, locate door in 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 13/8")as required to course drawings, written material, and with masonry veneer, if any. Provide filler strip between window and s�eecpiroperty fications of this document are masonry sill if required to allow the masonry sill to course with surrounding wall finished one side tof Starr Sanford Design 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. Exterior Wall Size Minimum Wall insulation Minimum Roof Insulation Design Associates,Inc.Do not scale 8. Walls, ceilings & floors of ancillary spaces such as closets & storage areas _ drawings.Use given dimensions only. shall match the rooms they serve unless noted otherwise. 3-5 sees s -13 _30 If not shown, verify the correct 9. Coordinate location of utility meters on site to be away from public view or 2x s s -19 -3 dimensions with Starr Sanford and to minimize visual impact from an area of the site.Hold meters as low or 2x studs -20 _ 0 Design Associates, Inc. Contractor P y shall check and verify all dimensions as possible to allow more effective screening. Reatea areas o is ui Ing are o e insu ate ,w e er s own or no shown in wa and conditions of the job site. I0. 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. is. 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 r3. elevations. If gypsum board is used, install moisture-resistant gypsum board in restrooms&other rooms where water is present. i4. Builder shall coordinate all shelving & storage requirements with homeowner. IS. 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". 4a-O" ^l 7 35'-O" 3'-0" V� la-111 16'-5" 6-11. 2'-5" 7 - �+ 17'-6" 17-6" A A9.2 ^, 3A 3A W I i. 1 - I p . 4� 1 lff 3B ... o I I -:- I 63B. A A9.1 _ - I I-W 3rd Floor 301 - I , I , I w I , I ; I 3 0 I ' o 1 I 3'-1 11- 3'-1 11' 3 I r F � handrail I I Ito CD I _ I _ I u I n : O I ^ II ... : .. I ... -.._ ... .-. I m W .. I 00 3 W - .,i I p p ! Construction et - - Project #: B _ o ^ - 14004 Date: --- 7/ 16/ 15 - - - _ I ---- -- _. —wall below—— — Revised: 3A 3A I 8/21 / 15 A •, 'ILA 9.2 19'-6" 7 20'-6" � Sheet 12'-1" i 6'-5" 1 1'-6" 7 A2 3 A . THIRD LEVEL FLOOR 1 O 1,334 sq ft 2nd level *50010 allowable attic floor = 667 sq ft allowed 655 sq ft this level . - 0 . , - - .- - . .- . . : . .. I, I -- . . ... : . . . . : . . . : . . .. _� " 1.1, 11 oft*%� '0,00"', -- - - : .. ... .. : .., . . . . . . -- � �,� :1 . . . . bulb ridge cap cut into"eagle's beak"shape _----_---- _� I �� '-, ,==��_ - , .. Note:This detail is general in nature and ": :- . ii. : :- . -. : :- . ii. : :- . -. : :- . ii. : : align rafters either side of ridge and provide -===�- _� I 111'� ====:= 1 �,gl�'� siding over exterior sheathing over . ... may not represent exact configurations of i`.,.".* -". :.'.I' .': :.ii.'.." .': :.'.'" -*: :.'.'.' .,: ." , as shown(w/hemmed edges) rafter ridge straps at every rafter to meet or --------',===` � :1 -I'.."-',N I , . . 11 , I . I I wall as detailed elsewhere :- - . .. . .. .. . .. .. . . ..,.- . . .. .. . 5V metal roofing(see Specs for size,type - -1 , � A . . . . . . . . .. exceed all wind load requirements,and I .1, , .,", . , I &M. � ��,6'��,, ,v, . I I V? � . .. this project. Its purpose is to illustrate , . . . . . : . . . : . . ... , . &exposure)over 30 lb roofing felt over . I I �, g ,� - - I I metal base flashing shaped as shown / : :. . . : .. . .. . . .. . . : '. ii". . : i. E req . . . . . . . I I I'll, __ installed w/continuou�s cleat so that . 11 the various components and their .. .. . ..".. .. . ..... .. . ..... .. .... ............ . roof decking over roof framing(see other __ uirements of local authorities FLASHINGNOTES ,�I �_ : I 11 N� 111 relationships. Confirm configurations& ".ii."., .,: :.,.,., .,: :.*.'.' .": :.,.,., . : :. . . . . Drawings&Specs) ________� � ��% ,,,�1,118!,�'. - .. ,Ii, I ..""', 4, , I I _ there are no exposed fasteners *' dimensions not sh vn here w/wal1l. .. . .. .. . . .. .. . .. - composite SV baffle/seal adhered to SV I I 11 � . / : 0016-*___�'_ . .. . . .. . I _� � I � I , , I I I I .. . : - -". .., : - .'. .., : -*-* - , , " - 14k,,I I sections&other de-ails. Consult . . , ., roofing and to Core-Vent above 1. Install all exposed flashing w/concealed cleats. Surface fasteners of any type are I - I -, _------*4 . ., I e : 61t ' . : :- , ., '., .". Core-Vent or equal air vent cont'l uous I 1 1, I . - �k , , r .. EVI Architect if there ai e any questions . . .-,.,.'.. . .. . . - i a unacceptable. I 11 11� . ... ... . ... ... - ,�, except within 24"of end of ridge,where . I :: concerning this situition. . . . . I :I . . I . � = . . - . .'1� 0 it shall be replaced with 3/4"x 3-1/2" ______ 2. Base flashing shall be 2 ounce copper-fabric flashing equal to AFCO. Base I I ��I . I . �: .. . :- .". .� 11. 1 :- 0 1 .. .,...... I solid weatherproof material such as flashing shall run up 6"minimum behind sheathing when installed at wood floor I � e I blocking to match N rall stud thickness 4" ". - . - _ cellular PVC that does not react with I .`]�,,,, I \ :. above roof surface for attachment of . .. system or shall offset up i brick course minimum if installed at CMU backup. :__�, \ -.0020-� . ., roofing material 111.111.1 11 I -ep f ashing . : . � - \ sheathing&st . I hold roof deck,roofing&felt b� ______�__ 3- Window& door head flashing shall be 2 ounce copper-fabric flashing equal to L-7 h 5-v cnmp metal roo ing turned b hi d min'mum clear air space---) ______�__� AFCO @ brick veneer or shall be either I6 ounce copper or .oig factory 6 ak flashing shaped as shown ,- - _==�_ __� metal bre sheathing 6"minir ium to self-Aash "I ::�� . All"ill1w . Cariblwall . I'Awific ----__ installed w/contig;upus-elears-o--that-there roofing felt(lap Joir....... S 2"minimum as .- I pre-primed alum'num break metal at homeowner's option for any other a,re na--expns-e-d-fasteners 0-�.o non-masonry wall finish. . . shown)over roof 2ck ... .. I / / _� 5-V metal roofing over roofing felt over _____� plywood roof deck over roof structure ____�_ A In I - ________�_::�� 4- Eave & rake flashing shall either i6 ounce copper or .oig factory pre-primed _,ta I,r,;.l I It Ifor.i d'-sign.4-olitt i901i 206-1937 ____� , I I aluminum break metal at homeowner's option. All roof edge flashing shall � _______________ "I I I I � � extend io" minimum behind roofing felt or other roofing material. Verify that Copyright K)2015 Starr Sanford _______� I flashing runs not only under roofing material, but also under sub-roofing Design Associates, Inc. All rights _________ 00' : I I reserved. Th.e design concepts, * _�.-_.,�_ . "I material such as roofing felt. Eave flashing at gutters shall extend to cover back drawings, written material, and I I leg of gutter, but shall terminate above rim of gutter. ecifications of this document are . Te p I I I Chimney & cricket flashing shall be i6 ounce copper flashing (no exceptions t roperty of Starr Sanford Design y 1 5- unless roofing is metal, in which case flashing shall match roofing material). Associates, Inc. No part of these I - 1 documents shall be copied,disclosed Install pan flashing at chimney which extends from outside face of chimney to to others, or reproduced in part or whole in any form without the inside of clay tile flue liner. Turn flashing up 1/2" inside flue liner. Install i6 written consent of Starr Sanford ounce copper step flashing under chimney cap flashing. Pan flashing shall overlap Design Associates, Inc. Do not scale � step flashing 6"minimum. Tie masonry chimney to roof framing immediately drawings.Use given dimensions only. If not shown, verify the correct below flashing w/rigid metal straps (minimum 1 each side of chimney). Crickets dimensions with Starr Sanford 1 211 CLEAR MINIMUM 611 ____� shall be installed on high side of all chimneys or other roof penetrations Design Associates, Inc. Contractor /1 71 exceeding 36" in width. Cricket flashing shall be installed over plywood roof shall check and verify all dimensions I -- I I I- I . I . . A� - - ___ . - . deck backing. Crickets shall slope 3/I2 minimum. and conditions of the job site. r M-M__-�.-b L ROOF VALLEY FLASHING DETAIL r M-M.-M-N�-.b T 6. Valley flashing shall be either i6 ounce copper or .oig factory pre-primed WALL OVER ROOFFLASHINGDETAI 5-VCR imp FLASHING 0 FRAME WALL RIDGE CAP DETAIL ON5VROOFING RIDGE STRAPPING DETAIL aluminum break metal at homeowner's option 12"wide minimum centered in ' valleys. Lap joints 12"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 L All attics, cra V1 spaces & other concealed areas shall be ventilated as per local I. 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 code!. 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. a Soffit vent shad be equal to Air Vent 2"continuous aluminum soffit vent. 21 Roof deck shall be 5/8" 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 12"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 deck 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- Homeowner!hall 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/insect 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 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 insul ition 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 space 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 cqw� roof pitch changes or where roofing intersects with vertical surfaces. 1 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 � I0. Paint all roof mounted accessories to match roof color selected by homeowner. I I. All exhaust fan,vent, flue&stack openings are to be cut&sealed by builder. W I2. Roof vent terminals shall be I 2' away from and 2 above any air intake, door or i window, i8" away from any vertical wall extending above roof vent, and not ;� 4111�9 ,&4,1�B ",�, "i�24 below any roof eave, or as required by local codes. /A__� ;i "I,A�92 I 1� Z3 R :3 "'1�2 1 __ W C 4� - a 0 - �, - .I ---.--,--__ - - _=z -�----.��.'��.�:=�_-_-�-_-�--..-�=.-�_.-_-_-_.,-.r==-.�--=�---�........... C-&� \ 'I.. - -8 lan, -8 R_ _____________________________ -.- . .-----.-.--____ -- I ______.__ �� - "Ir -- -.-.--.-.---,-- . ..__.__.__.______ - . - - � ._`��x_� __= k :3 - � 'I 7 0-4-.------------ = 0 ,it, - 7 i""" -__ - i ill - b ---rakeflashingi---------- b -- .----- chimney rake flashing......--_-------- Z -8 I it�.Iiilldl %. i � I _ __----.-- I -----..----,- .-I.--- I I I i I i . VQ �M� �� I,:,,- .- =17 1 I I I I i , . I 1 -1 _. a 9 __ --- . III i i Wall to roof flashin below a .--.----. 1==1=,z=_ _."----------�---------------------- . L___- __ chimney ________ __ _iL_ i - _=,�4�=�==_____ : C4 :.--.-.--- ____.___.___ ___.- __ C*J ��_�_ _ I_- ------------v---------=:F��-:7--l-��--E��--F---�-t�---.� Q _-----------_ ________ N -.------------- eave flash' - - i --i--eave =---------- -----�====_.=-====r=_=1.===1 ___ 0 t1L I i I ------. 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U19 (use solids so no cores are visible) 1:. .1 :: I Ii., Sill I ff TO EDGE O�ROOF Copyright K)2015 Starr Sanford ... ...... I 7- ,,_____ -.-� I . . . . %: I -, l ! - I %.. :* -:� : : - Ace brick -*: $I Wl : , I � L i , i . 5nM15 I 11 '1,1-04 - Design Associates, Inc. All rights . W :: :. .1 I I A I I .51 '. .. '.. _7-....�.I,�:,�':P&f I �p.��. 1 1 1 reserved. The d * - - ... "', ", " ...., 7 t .-'- ` :,.-'. . - --.,...,.*.._,-_- "... l l 1 I .*,-, : ,, 4 . :.. ... .. :. -_!*.".: : I � _� _ T.11-11C... � - , header course corbeled 3/4" !."...",......'.., .:.7 L��ik A , ��- � C, J1 i i - A "I",","", Offl- I - flashing drawings, written material, and .'.'.. ...- a J: L- J -_ : 1 ; I L � -.11-111-1 -.-i,- - = se solids so no cores are visible) 14, .: i , . I" (11. , ., , ___� - exposed rafters ecifications of this document are ... .... , - :� � - 1 - 'i 11 90 '-%, .:,., .., l l , 1- _:- , � " - i�' , I � 4%Q: - :� ____..__-y_._-V-y- i7_ " T'-__1-1--i- � 8 IIII Ili III 1111111111 11111111111 1111111111lu = roperty of Starr Sanford Design � ,- i_........ � -11---------,__ -_ - i 11 =_ p .... ... M I : ,.;................ s�e j a . 1 11 moo __ 11, i.......:.......... . ]o..�_._ � I *.: F ! � � _- . , i i i 1 "' I .- . F, -- ,�. .111.1� � f_�,_ ,i�...._�_ . I , 1 7 `.'..'.] . 1 _-4- l I t so .- - face brick .:,of 1. l i J !-1�_1-17 A]-_-I ___..�," i ':��_:�__L_:" I 1i i _� A ciates, Inc. No part of these ".:*- X: :.: -L I -, i documents shall be copied, disclosed .a� i . - : i : ".: ..::, .: l l If I In I It 1 1 - I I F,TE 11 11 17', L 11 i I 1 i i: i i i I _= l it : � 7 �.TV 1 1. 1 H 1i I i i !1 i i i I 2 - to others, or reproduced in part or ... --� :-11'. :,... -, : i_ � 1 J:�� :��.��]_� ...I..J-1-ill''. i � ! i,� 11 i I i� 1 i whole in any form without the " ;*. . . h � I 1: - 1 :*.-' V T1 I I __L.LL:.LLL_LL�_,-._LL_._L, 1 f I I CY-1 I iler 21RD LEVEL FF ". .. ,� ". H "" ". _-4- i � -7 ------4J'—' ___E At -11!1 , - = , , 1*_r E ; , 11 � . written consent of Starr Sanford i , [ __--i_ - i ,�, I 9 , .-: i � -",_.''"... I , W E .. 1, __ ,---- ! , I 11 AWK, ..�I.''. i � � i : , -.. � � � � ii 1-Irl, -F I , 11 , ..-.. 1 .::. -9'3RD LEVEL L--- -- : � - K- ..... .1. A 21 � i, i i 1,.I..., ..... 0 V li.il Li �_, I � i , : 0, ... - i., -%,., .- � F_ [�'.",..:�,_-�,��,;,�.".�.,,._:�:.�-0_11�___E_4__ w. � _J--A 1 �--A,.l1_K:.1.-,,. . , Design Associates,Inc.Do not scale At w, ...'. I A%901 1 118"Top PLA�E " *�: � 11 � ; ! R i :11 : i � U � Ill I � I l ::%, .. : . : I I ] � 1(� .. . .'.. ��.. I V drawings.Use given dimensions only. - ... .. . .:. .:.%:�-, I 11-1 11/4"HEAD HEIGHTOL If not shown, verify the correct *::.K, I to -- dimensions with Starr Sanford - "` * - -___ I � - I�__� . , . .:% ... "' v �,!:, . ...*: .... CENTER FLUE BOT11 WAYS IN CHIMNEY i �! I 4%. :'I 12 i- -8" I "" � i . , � Design Associates, Inc. Contractor . " '* — - , - 1: i_1111111 , -1, __ . ..'. '.2 ..-.. ,4 / - 11", :.,.. . .. J ,.�.�� I 9 11 I 9 .*.:.., :... 8 9 . I UNIT, - i`i 11 " V1 shall check and verify all dimensions ,, .... '1', I .. "'...-.-..I Pi .5. I I - .. . - in - '.... �_ " . , .", ...... , , , .., ... .,c 3 -1 i and conditions of the job site. , * . - .... I .1�I --I- _]_l ,�,`,"_`_ -- ,% -�.I .. � L �,;�� I . . I l I ()to Id .:_�_' , _11'.., �_ ,;�� ill ...2 i n1j. - . i �,'�__.. HAT ,�,"...1. 1-�.I.I�.�:11�..-,:,�....�.�.��l.-. E] r M*�"'* � , � ----)- ! i . �"7?,�,��-:""","","",",',,:,,,�.'�:��,,�,,,,,�,,,�,,�",'�,��7.� � ,�� Q, I 2xl 0 band DR^-.G* 3 �.I.... .I'�, , 7 f"_ 1... 13/411 1 3 1 1 --VW I 1-1--J., . � M0,11,1 I f T � _____�_cedar shingle siding FORNMRW . _. . .--- I ELEVATION CHIMNEY CAP DETAIL ISOKERN CHIMNEY SECTION ____ � ,�",M-rl 1, - FT_ __T__ wall to roof flashing GAUGEDBRICK LINTEL A3.I Bahama utters — took M! OR , 1 . m- A3.I I � �----- - ,.! � ',i�t�, �� I'll ______r ""',"' I I -11 . . . , , ----,%,� 1111, I- , , ::: - :: :: .1. 1.11'..""..I.-I, "I :: _j Z4;o;rt wood casi g(beyond) ," - ,�� """', 011-11 - " , , r�111, I- ", R., : LJ� EJ I 11R."', "`�K r`````````````````` El L01 �;,,.. , _,"1111- - , i 4 I cedar Min Ife ,�11111,1_11'1'11,11-11=I , . .[I"- rll,',',,,,.=,-.,- 1i J � . L, I,I - I I I I I � I � flashing ----------_ 6�� . .....=-.A====& I ,� L_ .1-K. ll�m U. ��1.11,I 711 . _.- "", .11.111�.� .�, .11..*,�.X - , , , - � __" , 4 , ----_ ...:,�........y , ----------!-_Ll_-J., �...1. ;....�I... ,_ , : '.__!,,A:, .T'�� I I,�11�,. . - ,�;�L`o t -1.�..... lllr'�.,,�...I 11 I I'.- ". '' - 1 ��..........*'--.------,i 1 7 � 1 : � � : , , l , -F-------, �� :_� � . , �" i i 1 f 1 ,._. � � l � : , - I SEALANTNOTES I " � . ;.._.......I-"�1- Z-V_�_K 14 -:711 1;__ 111111�,, __.�.�_."_!].........�.....�_..._-- -- - .- J , '. _.,.� , - 1-17-F-7-0- 1. �, A 7, �. 1. ��,'' �, � �� _.....ii��......�_ �,1- 1137,.I-i._"'.�_--i-___...........i�........................i........1.".....i�....�T..........��,p.,Ll'.�...;.. 7 '" _."" -,,,, I V77177�T7�ll:!TT7�177777E71CT777 - .[...__i_c�__�.� i�� ...___ � i o.i..._�. -.. I , : I LH]1111111HI111111111111 III 11111 111111 IIIIIIIIIIIIIIIIII 1111111 .1-L I l � .1.11111:1 I�.,�_ ly_ 1, � , � �': I -___..!1-_1_-i1, .,. All,� , � ,�,I__ , i ill i - -- _,__4:,:,::': __Ji_.__-; - _... __. i 11 � � ! i � � , . , I A 1 : I � � � 1 , , I : ,:__ -_ -1--_,_�___...:.....�.�......__L_�, I , er.jjk -, I � 1 1 - for maximum life and optimunj �� : � � � : , �� ., , I � I I' I I -1 1 I I 1. Use materials appropriate to the application l .1111t][1111111 U1111111111111111111111111 11111111111111111 IIIIIIIIIIIIIIIIIIII 11111111111ILMIU11 611I I : 1 i Ill I I I . I - �� - E, WIL4 1 i; i 1 1 i Ill- appearance. All joints should be sound, clean, dry & free of contaminants. 1 V7 7/8"2ND LE EL I , . n4aftivy toy-4cewuar�-&M dflcl,w I I ,!,,,,, ,_ 1 — — - ! -— —— /8"2ND LE _0� ____ - - __ I - -il, - - ____i —IT — I -i ; I 1 if; 1 1 --_-_t-- YK!t� SIDINGNOTES Caulking or sealant should be applied in accordance with spec data sheets andl 7 I I 11 o" iii I Oil If H1 11 i -0 2'�-' 11� 2" 1 21 i, 21 121- 0; , 1 11 i ll III I 2 10C ��, � I 1, Oil 1, I i H H I i if manufacturer's specific recommendations. Colors shall be selected by I I I -1111111111- . . t ii i H l Exterior shingle siding shall be Cedar shake in Ak 101-1 1/8"Top P TE i I I T H 1! i 811 0 ERMANG I. - , - 1: I !!! ; !I i : 1�� i �ii i il iii i I I I I abric. ors. Caulking or sealant shall be i I i i i I i 1i . Ill H i 11i stalled on breather f homeowner from manufacturer's standard col I ��i i I !I IKE 12 q I 1i 1 1!1 Ill I Iii 1 1� ll I il!l I ill i I I i I - ill , I_W___ i I 1 I , -C"V -0"' l� 11 id I i qIEE I ; 1 1 1 H il 1� ill � 11 1 �Lliv V ..I 11 11 1 11 I , i I I i installed so that finish surface is smooth, even&regular. 4 11 . Ill J 1 I 11 11 I a Caulking shall be installed at interior dry joints between dissimilar materials asl F_ 10001"_ - - . I-.1-.11- I'll. �� - - - I.. - - required. . I ____-_-----__--____ 11 . 11 6-I: i : __ - -_1' � - - -, -_ - - IS`-1 1/41'HEAD HEIGHT* aW", "I: i, �i I ...� 'I i - 1. ', , %, I r - r��_,,,, % 'I-, - r ��', , ", , Sealant shall be installed at exterior or damp interior joints between dissimila � il_ � I,- I 1. 11- 3- . � �,�! , ;�I,,,,`-� �, , " materials as required. Prime all substrates w/primer as recommended b I 7�1t&�+/_ U.1 � , � R�,� 11.lis;� , -, ,5�'.15,_,11,;, 5-V metal roofing i�,_ "': I 4 J. i E12 I� .,-.,,�,,, R, "I ��,,: — exposed rafterns � I 1. . ,r _Er ] : �;,,,�, -'r wood beam I . i i manufacturer of sealant. Apply sealant from the bottom up. Apply sealant when I 6 r ;01�111 4 1 i i 11 'r .1 — 1 - I I 1 1 . i i joint is approximately half-way between design extremes. Use flexible open-Call I 4131I wood column i I :1 i I , I � i I ::.. i�'1'11�1 flared shingle base I I ;l polyurethane foam backer rods at all butt joints to create a sealan 0"", !-� I I i i I brilck0undabon i I I I i ii 1 1 , I i I ii iiiii ii 1i ,I� i , , - .1. I It joint nol I I � �' I"', I - I - �'11` , , " r. "" I I 1 1 i�l i thicker than 1/2 the width of the joint, but in no cases thinner than i/8" 0 �,� .i "_ I ourmer I! I z--_----, � I be 11 i If gin rafters/ex i flf 11 -ros Ill 11 ill � . I 1 i !l I i thicker than 3/8". Lap joint depth shall be no greater than 1/2 the width of the 1 � 47 0 0 1 i I T .r:I "Ili 0 i 8'-Z'CEILING HEIGHT li i _IJ_____1 U U a IJ L U a — -::i — q— — i�� = I I ��,.� I __�I I A 'd" -----==--=� __-1 I __ - � -_--_ -_ - ---_ 7= - - joint. - I I r� ,,ii / --lr T�W�s-I I�/ " H 114EA �H E I G H r I i � I I I i � !, l . i I I I 11 I.. I I I I I I I :..I Lim amm I : i 1 1 — 1 � i I I 1 1- 11-J.1- U _qR, i A ST E -4- . T-" 1-,L .. - ---I I I I ___L 1 ST LEV EL FFAIN I L EL FF L---- -L;L�,�-L;l p - , I i- i � i i I 1 1 t . 6v�- -� 11 . - IF i i Mi � I V ,43 h . - .- - - V a) I i P El- - 93 Iml I i i i i I V-4-'PORCH STEP DOWN V_ I . 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I ,� r . �L��I �� - ':I,, r L L I L L �,:L: ��: , I: r � r I r L r r. .��L r��L: :�,I": I I I . .1 r L, . I I I I r I I I r . I L L�,r r �.......r �:4 : , - I I r 3 is I . r rrr L r r L �rrL L L.r r r:� r�:��r� ,I�� ,I e -.r I — r. ,Lr r L I . , , .r�r �r� :.,L� ::L%: :],,�:r� 'L rr I .1 11 . I., r L r I,r, r:L rLL .L . I I I __ r:___.�_ - I .1 r _ � — ___ — I . .1 r � r 11 �'L L::�:�:�': rL : r r , r L� ,,��',:LL�.L.-,.. � I I . I L.L r r . ,.ms,� L , _ 11 r I r _.w�� _� rmm_m.�% � , of SOUTHELEVATION , I I—A 1 =:::7- � � - =:::: , � �� I ul '_ 1 � 1 i I t , i I N% i I I i I Is I I I ! I I I I I 'I i 'IN i I , 1_1 ___�_ I , I l , I I !I i i i I i i i � i i ii i I � I 11 I i I I � I � I i I -beled 7/ 01%.... �� Iii ----_---.-_--- ....mi,7.......-....,�1- I I -- ...-..... � ___ ... -....., M � ..................?-... ) I In I M1 LA - - ELEVATIONNOTES I. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions for obtaining clarification before i H are in question, the builder shall be responsible continuing with construction. Builder shall verify all dimensions& conditions at jobsite. 2. Finished grade lines shown are approximate. Verify that finished grade slopes T away from building for at least 48" outside building perimeter. Builder shall 7 establish finish floor elevation in consultation with homeowner. Builder shall take into account design intent, including number of steps, water table masonry, etc. Builder shall also assure that there is adequate clearance between finish grade &any wood construction. H1 206-WT'" 3- See details for exterior materials not shown here. I Copyright (K)2015 Starr Sanford Gutters& downspouts may not be shown for clarity. Homeowner may elect to _1 Design Associates, Inc. All rights 4- tuse rain diverters over doors & walkways in lieu of gutters. The Architect ........... reserved. The design concepts, 81 drawings, written material, and T suggests omitting gutters if there are any trees in the general vicinity of the - ------ sucifications of this document are house since stopped-up gutters overflow, eventually rotting eave trim. I t e property of Starr Sanford Design .............. Associates, Inc. No part of these Prop erly-pla nne d French drains in the ground below eaves can carry water . ..... documents shall be copied,disclosed successfully away from the house. if gutters & downspouts are used, locate to ---------------- ............. to others, or reproduced in part or allow drainage to flow away from house, adjacent structures & property line. whole in any form without the 10'-1 1/811 3RD LEVEL FF Locate downspouts non-visually-offensive locations Do not locate written consent of Starr Sanford ----------- ....... ---------------------------- LI downspouts on front face of house unless shown. The Architect suggests the use L_ Design Associates, Inc. Do not scale T_ drawings.Use given dimensions only. of traditional half-round gutters & round downspouts should the homeowner If not shown, verify the correct 8'-1 1/411 HEAD HEIGHT ------ dimensions with Starr Sanford elect to install gutters&downspouts. Design Associates, Inc. Contractor All columns shown shall be Architectural Grade. This grade ......... 5- shall check and verify all dimensions b�gin rafters eiposed rafter tails center of dormer orrectly-proportioned base&capital details&proper entasis(taper). c and conditions of the job site. ------------Shutters shall be sized to match actual window openings. Mount with hinges& 81-211 CEILING HEIGHT f /ik hold place with shutter dogs located at bottom rail as shown. It better to use IT 1 1/41,H-�_WD HEIGRT no shutters at all than to use the common fake screwed-on type, which are 4 nc I technically known as Screw-On Do-Nothings, si e they do not shut. To be a ................... Shutter,they must shut. 1 1,L .......... ................ 10C t�D ....... . .............. ............... 111-7 .......7/81,2ND LEVEL FF 16 T_ ........... .......... lign rafters center of building F A3.3 .............-------------------- r$ Jra I[Cyr ............ ................. ---------- r '00 ............. weft* 0 ver- _se -57 1;2r*D Lgvp.FF__/8"GARAG 81 1/4'HEAD HEIGHT 7W7 ........... exposed rafters ........... ---------- wood beam ...... chamfered wood columns ce dar shingle covered wall 8 base cabinet ........... T A9.2 _T_ rr4aD U) .............CD 0 71 0 P-,8 Tn gZ te 2 cS plari k g,ite t7a hingle base(beyond) red s birick Foundation(beqnd) .. ........... X ST LEVEL FF............. PORCH STEP DOWN /Jh MAIN HoUSE FF 01-a -41 0 P-q ......... .......... .....------ ......... ..... ........ N LN rb REAR ELEVAT10N 1/4 GARAGE Co" __ '' ELEVATION 11-011 C A3.2 SIDINGNOTES SEALANTNOTES Exterior shingle siding shall be Cedar shake installed on breathet 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 recommendations. Colors shall be selected by TRIMWORKNOTES 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 All finish wo and shall be filled, rk shall be executed by trained journeymen required. ridge vent sanded smooth and ready for finishes. Trim materials should be tempered to 3- 12 Sealant shall be installed at exterior or damp interior joints between diss milar ambient pr 'ect conditions. All finish lu 5-V metal roofin 01 mber, trim, moldings& millwork shall materials as required. Prime all substrates w/primer as recommended by 3 have a moisture content Of 12%or better. manufacturer of sealant. Apply sealant from the bottom up. Apply sealant when 2. Exterior fascia shall be backprimed 2X finger-joint redwood screwed corners -way between design extremes. Use flexible open-cell joint is approximately half (see Drawings for widths). polyurethane foam backer rods at all butt joints to create a sealant joint no IRV 61-9 1141,HEAD HEIGHT 3- Exterior soffits shall be backprimed i x finger 'oint redwood up to i i in width thicker than 1/2 the width of the joint, but in no cases thinner than 1/8" or or shall be 1/2" smooth factory-primed exterior hardboard greater than ii" thicker than 3/8". Lap *oint depth shall be no greater than 1/2 the width of the wide (see Drawings for widths). joint. 12 4- Exterior cornerboards casing shall be backprimed 2X finger 'oint redwood or widths). .............. Interior trimwork shall be shapes as shown on drawings. (see Drawings f ............... ---------- ... ........... .......... -1 1/81,3RD LEVEL FF -------- 12 10, - --------------- 3 1 1/411 HEAD HEIGHT 6 81-21 CEILING HEIGHT AIK 5-V metal roofing A exposed rafters cedar shingle siding T 61-9 1/41,HEAD HEIGHT 2x4 stud wall set back to Justiry L(v r2 inside face of beam to allow for --------------- "break"@ gable wall w/cedar ------------ shingle siding Finish t '7 osed rafters exp ---------- cedar shingle 24 siding btick chimne F--------------------- ................ y ridge cap tal roofing .......................------- 5-V me ............. 7/81,2ND LEVEL FF j 12 ............ 1 V-5 7/&'GARAGE Construction Set ------------ .......... t 6 2ND LEVEL FF\-F L r ------- ---------------- -------------------- MOD U U U I a-1 1/81,Top PLATE Ai-� CD Project #: Or J,8-1 1/4" HEADHEIGHT L ------------------------- 0 ----------- ------ 14004 f exposed rafte wood beam 5-V metal roofing Date: -ftw—chamfLored wood columns afters exposed r chamfered wood pilaster wood beam louvered partition wall wood column cedar shingle covered wall Flared shingle base .... .... . ---------- Bahama Shutter AOD Revised: brick foundation flared shingle base ...... t ........... brick steps brick Foundation b 8/21 / 15 ----------- K2 0 �A3.3 t ... . ........ -------------- -0 MAIN HousE FF a T , 0 I ST LIEVEL FF ----------- DOWN GARAGE FLOOR Sheet 3 . 2 EL=K 12 DRAM L NG NORTHELEVATION 11 A B 1 -011 A3. 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. window The intent of this drawingis ° The intent of this drawing is onlyto 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 r (see schedules, deails&specifications)over (see schedules, deails&specifications)over there are an questions " breather fabric on exterior sheathing over stud breather fabric on exterior sheathing over studnee ese y q there are any questions conditions. conditions wall w/insulation&interior wall w/insulation&interior wall as detailed elsewhere(see wall as detailed elsewhere (see finishes as shown elsewhere finishes as shown elsewhere schedules details&specs) p ) 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 \tlnttlil' • (:nril.lx�altl • Pn.�ifc- 01' mm c7 a ax i Iaarrwst 1141,r, R� �1�/':e111.a'cYYlt t 1(1 t- tt J �"�3�z��oa•R�x�R%s t.t sa,,,k<:r✓•r.r sr�.rt"�,r;';+ri:.r«�sq��ao.,,. flashing over 2x12 w/ 1/2 drip over 6x8 corbel, aey4r s' a&o- W space as shown on elevations f ,,x h q4 flys , px w Copyright ©2015 Starr Sanford 8 a. lZ Design Associates, Inc. All rights Rs gt9 x � .iaza ,xaeF a; E. &k reserved.ed. Th a design concepts, r p' d awin21 s, written material, and y yap: ? �•�sa secifications of this document are P P �`7 t e roe of Starr Sanford Design '•, �`<c�a a^z�r�,a�a�,x,,,s+—,"i.-'z>r £m'�°�aw�� .a � .& a �; ;ysa£ � }�� ;:' ;."": .; a rt,,.....^� ..:x::i � ..o,.,..� g �`��c qr.•y:�� x�R'.ar � 1��°s�?�tz a�a�zxYx�a A ssociates, Inc. No part of these '��d;ati•§a x.`;;. ��":, a''n"§�`a."':(t�a��R y�'`s a�F f�-'��a�.;°sR''t�'i� i aEAL documents shall be copied,disclosed A2.4 21 to others, or reproduced in part or whole in any form without the J written consent of Starr Sanford all roof flashing wall to roof flashing Design Associates Inc. Do not scale ay �,a€ yrByrE`t x� 'xa�t�°�3 R$a",.„i t .'�V�'a E$s , pr iR �a'.., a :;aa .as c.$:a �,... §�3f :: ,:s r as s x .>sm daxE�. e flashing over roof deck w/1x4 ed e strip eave flashing over roof deck w/1x4 ed e stri x 3 ° ,� ,x =.w� boa". $ a drawings.Use given dimensions only. b P �,c g p ea �a:'p'"^x.s�,��a zs E E s v e: a R� T2"a's�.�� a". � g J' -V metal roofing over Ice&Water Shield or �' 5-V metal roofing over Ice&Water Shield or E If not shown, verify the correct equal on 1x6 T&G decking k "'k = E *x"' `"` equal on 1x6 T&G decking, a dimensions with Starr Sanford ote align ribs of roofing over exposed rafters as M note align ribs of roofing over exposed rafters as Design Associates, Inc. Contractor s wn on elevations shown on elevations shall check and verify all dimensions 8 8 XX and conditions of the job site. 1 A9.2 A9.2 DRAINNG r SGL! MM DRAWING N 6GL[ DOOR HEAD & JAMB SECTION/ELEVATION WINDOW HEAD & JAMB A1 1/2 3.3 12 ` 12 Note: Details of the window are not shown here.The intent 4 4 of this drawing is only to "§ a s 3' exs 4t � 1 1lS ra a eX erlOr rlmWor E Consult Architect if there are a " any questions concerning these r 7 t�� conditions. wall as detailed elsewhere(see T, t sc e t ea s �As - 2 11 p C1f1Cat10 N S e nS) la 6x6 solid w od beam 6x6 solid w od beam � z £� " 3 ta'E*R 30 ';. 30 3 d sill 11 I , a flashing as shown 8 Y L. ,w, 't b� d : spE C � both sides; e3tend R , 8 s a E k i� yy Y a' "ski P C e � @Joint P3t 2 r a ax z x z�t''zset a ';�,. tE T a,z"z•r? s a t r° >a �a3 a.z k� * `+ ,`i x�a��a"aa�s s� s z�rrly„�y4•��" a�� s 11- 1/2"x 4 wide vertical2 1/2"x 4 wide vertical t racket cut from 4x8 bracket cut from 4x8 W 4 R EAL n, aN aN detailed elhere(see scheduf " {� details&specificalBEAU lc)ri5 � _ _ foundation. ll as detailed elsewhere .F x v 31-011 ��+ - DRAWING r fG DRAWI. SCAM DRAWINGN SGL! DRAWING N 9 BRACKET & ROOF �—�, 1 BRACKET & RA3.3 JAMBOOF SECTION „ & A3.3 AD JAMBDOOR SILL SECTION/ELEVATION �2 2 SECTION A3. WINDOW HE 1�2 A3. �•.p � 1 -O 1 -O & r 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& exact configurations,as this may vary blocking as required windows.Opening sizes shown here are between manufacturers. Consult Architect ci Ice&Water Shield or equal purely schematic.See Floor Plans and/or if there are any questions concerning this \eave flashing over roof deck w/ x2 edge strip Door&Window Schedules&Elevations situation. edar shir7e roofing over Ic &Water Shield or equal on 1x6 T&G for sizes of openings.See Wall Sections for window(see Window Schedule for type, H z \ thickness of wall. size&design) p Z W \ O Step 1: Extend sill flashing 6"minimum 1x6 casing over exterior sheathing Z 0 \ each side of opening or 2"past edge ofwindow jamb w/jamb extension over shim ¢ _ ^, jamb casings(if larger than 6")for wood space as required over 2x6 stud 0 j V� \ \ openings&wrap up over sub-sill 1x6 flat casing over interior sheetrock 0 \ finish t: \ Step 2: Extend 10 mil vinyl jamb wrap \ 6"minimum each side of openings \ seal these locations thoroughly with �2 \ exterior sealant 1\ 2x4 vertical cut jamb wrap at angle as shown where bracket cut from 2x8 \ wrap meets sill&extend over sill aN O \ \ flashing as shown &D to \ Note:Vinyl jamb wrap is not shown on \ door&window details for clarity,but should be installed on all exterior \\ \\ openings as shown here. \ Step 3: Install head flashing over jamb z 43° �s V \\ flashing&extend head flashing 6" �„ = z \ \ minimum each side of opening o L Note:Head flashing should be run up 0 S behind wall sheathing whenever = _ possible. window(see Window Schedule for type, 0 3 21-15 11 size&design) 0 M DRAWINGN SGL[ DRAWING r SGL[ DRAWING r 6 NO BRACKET & ROOF SECTION 17 Opening Hashing Detail A 18 A3. p g g SCALE A3.3 WINDOW MULLION DETAIL 1�2 A3.3 1'-O" ro g Construction Set J EE Project #: Lix J 14004 5� Date: 8 3 hE 7/16/15 N Revised: Sheet 4"R EAL A3 * 3 #t DRAWING r ecAL[ A3. WINDOW JAMB & SILL SECTION/ELEV. �� o„ 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) I Y.. Q 12 SP 12 fir ,. +8 2X8 3 79 8 ' - - 2x6 verifyw/en ineenn column;provide column sized to carry load if not shown but in no case less than 4x4; m A9.1 locate column within column casing as p _ 1 required by beam location shown in U 2x8 sill w/2x4 blocking between r A9 2 wall sections) 12 �a plywood floor deck on floor joists t df (see Floor Framing Plan)w/band ��i1.1:R1' c;,ra�.�"•�„ r:,•-; ,• Z o 8 Bonus as joist at perimeter � M CD 1 J (0 D� VQ FG>rrs:uli,ribriclosi�n.r�s,v '91111 2106_g!!'z: W 12 k Copyright CO2oIs Starr Sanford C>�0 U +��8 Design Associates, Inc. All rights reserved. The design concepts, - _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - drawings, written material, and Z 2x12 Floor Joists specifications of this document are t'-o" F the property of Starr Sanford Design o interior Finish on floor framing w/insulation Associates, Inc. No part of these 2'-0" documents shall be copied,disclosed to others or reproduced in art or 0 1x6 square edge T&G orAzek where exposed 2,_Cy, 1 p p 0 whole in any form without the W = k eave flashing over PT 1x4 edge strip written consent of Starr Sanford > 0 Design Associates, Inc. Do not scale 41 thru-wall flashing over continous 2x6,align drawings.Use given dimensions only, with window headers(see elevations) If not shown verify the correct Master Master _ o dimensions with Starr Sanford N U.J Design Associates, Inc. Contractor " Bath Bedroom a �.a ,�� '�°0 cedar shingle siding over breather fabric on shall check and verify all dimensions exterior plywood sheathing on insulated and conditions of the job site. wall w/interior finish as detailed DRANING» 1 1/2 elsewhere 1 COLUMN DETAIL - - - - - - - - - - - - - - - - -- - - -�XB - - - - - - - - - 'Z - - - - - - - - - - - - - - - Ir A t0 PxldOs@ heathe entire house in I/2 plywood 18"Floor Trusses tack upper level studs over lower level studs o',� P�s 4 PpA^-1-11—��' so that wind strapping ties studs together Li 3x8 ex o ed raft 'D install I—I/4"wind strapping 32"OC(every �' _ N other stud w/IOD nails; engineer to f> I determine end lap to meet or exceed all n I 8 ry wind load requirements and requirements -• ��F� I J of local authorities U. 21—OII 0 W W L. U 0 _ Dining Living 0 F, I g U LL. L U. 1 b rgao Am 0 �` wall to roof flashing 1 7 IL �. 0 A2.4 0 f•• 0 L A 0 N - - - - - - - - - - - - - - - - `� - - - - - - - - - - - - - - - - - -- - - - - - - � - - - - - - - - - Z 5-v crimp metal roofing over roofing felt A9.1 over roof deck over exposed rafters(align rafters&5-v roofing seams, } • ' pry x see elevations) Arc plywood floor deck on floorjoists (see Floor Framing Plan) w/band 77N 9'-811 BRICK POCKET joist at perimeter 1 V-7 7/8"+ 2ND Loo eave flashing over PT 1x4 edge strip IL 10 `\ 12 Zc [ t0 4 E RAWING " 18" Fl russe A9.1 Section hru Porch -0 v x4 st wall t ba to ju tify�a inside ace of beam allow for"break" gable ? A9 1 STRAPPING INTERMEDIATE FLOORS 3.0„ I!w/ edars Ingle ding finish ex erior sheetrock ceiling attached 1 inter or finis to floor framing 1x6 s uarea ge T& orA2 Note:stack rafters over wall studs so that loads are closely transferred as shown. install hurricane dip to tie every rafter to frieze from 1x10 over 1x8 architrave& '- p double to late and another clip to tie top 1x1 over 2x12 taenia from 1x1 on 3/4"plywood sheathing pp p { over blocking plate to every stud;engineer to determine clip specification to meet or 12 - determine and 8 exceed all wind load requirements, � _ ents of local authorities,but in no case sh ll clip be less than Simpson x8 beam soffit from 1x12,notched both ends -- 3/8"as shown for dri _ _ _ _ _ 2x6 veri wen ineerin — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — 1 i OII I]i hll V-8 G V 2 wood column beyond cedar shingle siding over breather fabric on exterior plywood sheathing on insulated O elslewhere rior finish as detailed iD Bonus W 1 .90 r•. 2x12 Floor Joists 2x12 Floor Joists 1'—O" m 101-011 0 0 J . V 0 _ Ir 19 DRAWING» 6CA.• Bedroom ko Bath N Hall Bedroom/Study w as o A9.1 As i RAFTER—WALL STRAPPING 1_01 Alm L iD Am 7 O fll W I- W Consult Architect if there are an uestio any i U Z concerning this situation. u I ,J - - - - - - - -12- - - - - - - - - - flared cedar shingle siding(see detail ; U cedar shine siding as detailed elsewhere Q 18 HOOT Trusses 18"Floor Trusses eX os ( ; Z bullnose brick Qa perimeter,allow inset in (see schedules, deails&specifications)ov 1/2"plywood sheathing over 2x6 studCf Pd,.a�e�s 4 flashing ; 3 concrete porch slab for finish porch flooring to be flush with brick wall w/interior insulation&interior I W k 4"concrete slab over VB on 4"gravel fill o finishes as shown elsewhere k N — N _ flared shingle siding over sheathing over w 11 compacted earth,provide control joints ILI — J see notes 1 ST OOR FF ~ W Construction Set IL as detailed elsewhere Q 8 } } } , } 1 _ - 1"SLOPE J J , (� z W 1, 21 al x W o8 Y •. . • ,. . • � .. •. . . ' .• ' ,• .' ' .• . ' •,Y .a ' Project #: Ice&Water Shield or equal •J _ Kitchen Pantry Foyer Wa 0 `�� •°o 4004 t OLD, U °�°&'° _• o 1/2 plywood spacer-__ 3 U) - `; -- MIND <. a Y _ o �"P Ywp 1 O foundation,see structrual foundation,see structrual �' W Date: •� _ _ W N b O engineering drawing engineering drawings 7/16/15 _`•,. „ 0 _ Y brick where exposed,min. 2 courses -1 W r below grade over4"CMU 6"TO Revised: 1/2"plywood shingle backer strip Q 0 a 8N TOE blocking cut from PT 2x4 w ' W floor&exterior wall as detailed I W elsewhere—— 4 z A h h A A A h A h A A A A h A — — — — — — — — — — x • v • • V ..: .. .....,. W — x 11 r.. r., ..... II ,.. 3 R 3 R , L L • ` .. II _, Sheet r _�.. L L AR , S ee ` 4o _CYi aJrJ o _. 11 -z - - - 47[ ' r 9 8 - 0 01W O _. � BRI K CKET A 9 KCAL[ WIN SCAL[ left DRAWING» SCAL[ RA NG 19 SHINGLE WALL SECTION 1 1/2 B Section thru Porch 23 Wall Section through Front Porch A9.1 1'-O" A9.1 i -O A9.1 1'-O" 5-v crimp metal roofing over roofing felt 5-v crimp metal roofing over roofing felt rake flashing over PT 1x4 edge strip column cap: 2x2 w/AH-i 12 quarter round over roof deck over rafters over roof deck over rafters below as shown aN (align rafters&5-v roofing seams) (align rafters&5-v roofing seams) 5-v crimp metal roofing over roofing felt 7 begin chamfer as shown V �2 over roof deck over rafters A9 2 ��; (align rafters&5-v roofing seams) rq ,. ,_ z -FIV exposed r8�e 3X8 eXiOpsedra 3 s� 12 s� 12 ��, s �9 8 � s en eer g W :. •� 3X er �I O 9 �8 �� o e s' e m �; column built of I I/2"material cut from °r 13 �° 13 0 2X8's&chamfered as shown&wrapping �,� A9.1 A9.1 interior finish on framing w/insulation Z A9 . 2 structural column(see framing plan for l� l W size of structural column;provide 1x6 square edge T&G or Azek where exposed 1 8 11 Qk column sized to carry load if not shown 2 2x8 sill w/2x4 blocking between r 8 2x8 sill w/2x4 blocking between r 8 > but in no case less than 4x4;locate A9.2 ,49.2 � �� 8 1 -g plywood floor deck on floor joists plywood floor deck on floor joists plywood floor deck on floor joists column within column casing as (see Floor Framing Plan) w/band (see Floor Framin Plan w/band required b beam location shown in 9 ) (see Floor Framing Plan) w/band q y joist at perimeter joist at perimeter--------__,,, joist at perimeter X '14,e,+i,• • 4:anti..,-«e, • I>.,.-iE„- I -------W � =�H -, wall sections) F 17�70 O 12'-4"= . . O . I = C>� = See engineering for See engineering for O k:rr`r:v.Igt,fli,mi4le•si,.;xk..•ori� ,Wi :016.is#3; Floor Framing size&direction Floor Framing size&direction e engineering th O 0� Copyright c02oi5 Starr Sanford �� oo naming size&di 'on Design Associates,�, g Inc. All rights reserved. The design concepts, s s drawings, written material, and 811 m specifications of this document are W interior finish on floor framing w/insulation interior finish on floor framing w/insulation the property of Starr Sanford Design 4, interior Finish on floor framing w/insulation Associates, Inc. No part of these ¢ `" documents shall be copied, disclosed > 1 x6 s care ed e T&G or Azek where ex osed k „ = 4 9 p N 2 O 1x6 square edge T&G or Azek where exposed 2,_O„ to others, or reproduced in part or whole in any form without the } O written consent of Starr Sanford •J � ;_ eave flashing over PT 1x4 edge strip eave flashing over PT 1x4 edge strip -I I Design Associates,Inc. Do not scale 131-011 thru-wall flashing over continous 2x6,align thio-wall flashing over continous 2x6,align thru-wall flashing over continous 2x6,align � g with window headers see elevations A9 1 drawings.Use given dimensions only, ( ) 7-1 1/4 HEAD HEIGHT with window header(see elevations) with window headers(see elevations) If not shown, verify the correct 13'-8" dimensions with Starr Sanford Design Associates, Inc. Contractor cedar shingle siding over breather fabric on cedar shingle siding over breather fabric on shall check and verify all dimensions scAL[ exterior plywood sheathing on insulated exterior plywood sheathing on insulated and conditions of the fob site. B 0.5 1A wall w/interior finish as detailed wall w/interior finish as detailed °�' "`" Breezeway Seciton A9.2 CHAMFERED 8" COLUMN DETAIL 1� A9. y 1I_o�+ elsewhere elsewhere 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 m only flashing and decking are detailed here shown under r.OD � a0 a AM roofing felt ,w over PT � m 01 IX8 N k N11 !rr 1 6 11 61AV .- 11° 1° / 1 6 ,� 16 1 61 �1'66", 1 1 rrr cedar shingle siding over breather fabric on a exterior plywood sheathing on insulated wall w/interior finish as detailed . f�. rirt shy clshcre; elsewhere only de11 clsa x arc 40 6 61. 11 1 1116 61 - ,� � ___1 c4m�7 a 3 A9.1 �'' H 7 k 3 A9.1 7 A9.1 `� 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 oist at erimeter (see Floor Framing Plan) w/band (see Floor Framing Plan) w/band eave flashin over r PT 1x4 ed a strip 1 p joist at erimeter 1 i'-7 7/8"+/-2ND FLOOR joist at perimeter 1 i'-7 7/8"+/-2ND FLOOR 9 9 P 1 i'-7 7/8"+/-2ND FLOOR p 5-v crimp metal oofrng over roofing felt -- - over roof deck ver raftersa , (align ratters&5-v roofing seams) O C>� �af�� _I x� v AV AV al ee en ring f r ee en ring f r Se engineering f r F r Truss si dir c 'on F r Truss si dir c 'on FI or russ size&dir doD� �- A 1 DRAWING M SGL[ DRAWING• - .16 -- SGL �✓ -_ I I , D 1� 1 - ____- I 1 D C> RAKE FLASHING DETAIL 3"„ 8 SAVE FLASHING DETAIL 3" 12 eX sheetrock ceiling attached sheetrock ceiling attached sheetrock ceiling attached A9.2 - ,��,� 3rr 3 III poseol ratp�, to floor framing W to floor framing ns FK to floor framing Cn :. -3-1-i �a "_� �,_� rZi cw/ Z W 0 U:v - - - - - - - - - - - - - - - O V O V~ 1'-8" W II-Q 11_� = J ot% M 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 M-Q exterior plywood sheathing on insulated exterior plywood sheathing on insulated O wall w/interior finish as detailed t±o wall w/interior finish as detailed o wall w/interior finish as detailed N elsewhere g 8 elsewhere elsewhere ¢ 4- '_ 2 _ •=ice M - -iso /�, X 3 Z" O ° b V - - - - - - - - - - - - chamfered colum verify w/en ineering Floor Framing size&direction a0 0 0 , X � 19 W 00 A9.1 = a 19 19 N Bedroom Master ~ ko OJ A9.1 A9.1 Stud Bedroom g � ?h - ) � �,_� �_ �,W F_ W U i Z 0 - - - - - - - - - - - - flared cedar shingle siding(see detail 0 flared cedar shingle siding(see detail I flared cedar shingle siding verify w/en ineering Floor Truss size&direction bullnose brick @ perimeter, 0 allow inset in �. 9 9(see detail concrete porch ab for finish porch flooring flashin Z \\ to be flush with rick o flashing----____________. flashing beam beyond 41 4"concrete slab over VB on 4"gravel fill° a 4"concrete slab over 6mil poly VB on 4"gr ve � 4"concrete slab over 6mil poly VB on 4"gr ve compacted earth,provide control joints W fill on compacted earth,provide control jo nts fill on compacted earth,provide control joints see notes 1 ST FLOOR F ( see notes 1 ST L OR FF see notes 1ST LOOK FF Construction Set 0 11. LOPE , } . • • , • > • o- - }I r r I 7 } - J • . • , , 1 r i i. • • • �, r • r. r • l.J o ,- 1111 0 0 1 30 q� o°o�pp� �11 - _ % o o ° . .Y •.,.s. o o.�>�° QO o ac4°10 ° o•.`SV 800°0 'off ` °•e o ^.. o r __s I. I- - W o aP_Y .Y Y • o m o xr a��p o, o, ° °� - o �g Project #. 0 0°0 0 brick where exposed - o 0 °,e o a ,- brick where ex osed, min. 2 courses k Foyer er1. - N y Llvin 0 • ° ° w . ° 0.8 0 J p k where exposed, J o �� o o° o7,7� :. o o �?�� o below rade over 4"CMU 1 < k • o �o� "' _ • °Aa � 9 bbelow grade over 4"CMU2 courses 04 g , bear CMU's on concrete footing,see -.1..r • N base flashing over grout fill between = 40 N base flashing over grout fill between CL rym = structrual en ineerin drawin s ".: • r- w w cn 111111111111 - foundation,sees uctrual W 9. 9 9.. " wythes - w thes w a� 1 _ ,,., y - Date: , , bear CMU s on concrete footin s - M , engineering drawn gs r ¢ 9. see bear CMUs on concrete footing,see -- x a 111.1, 1.,,,. > structrual en rneerrn drawings _ ¢ engineering gs > structrual engineering drawings - ;.; _ 9 s > > 9 9 7 -. 16 15 .. I ,111:1. �:: :1111: -. ,. Y1 1. . � .-- / I buck where exposed,min. 2courses - belI'llow rad v 4 M grade e C U - 6 TO , E 1111,: ., ,,. - R Revised: _ - -. sed. . II . 8 TOE , ,, I , :,.. 6 TOE 1 - 6 TO .. -- - :. ,-.: - - _-_- 1111 -. 1 I - E] e �,�,- I , -- _ _ I- - - - - - - - 11.111 n r. r. ., .,.: r• - 11 I,. ,, _ a • '. i` , , r r . , : • • . b .. . .' Y , ♦ • » Y , . I 1111. y.. , .� . . ..:: 11 ::. _ r :. .. 1111 -, . - _ • ., y _ _ w :. , _ I1" , - . O r , , -. O , ... r .; :.,.1111 , ,. ::; � 1111 _ ,,.:: O s - { ... 1111 -. . I .. I -11 � ; � � . 1 �� I 2� _ ., , , { 4 .- - 1:11:1 ;. 1111. .; 1. �: r+ J , • , rte+ . �. Y Y , , = J , ,, .. . , r J J r II r • 7 1111 { 1. I 1111 -.., 1. 4 _ B 11 11 CK 1111.; _ M - 1111..-. h • - :... 11 P O C „ M ,, II I Sheet B S ee 4 K -KET _ 1. .. 4 B cK- POC T II I 1111... 1. II 1111:... POC T 11 I .I 1111.: -1:11:1 N - 3 R _. ._ L 3 L R I _ 3 R L 3 L R 3 L R .I II I 1111 .:,. 11I 1111, 3 L R 3 _ R 35 O' L _ _ _ , ,.. O' 2 : r. I re ,,:-, - �t:; r r :,, :�r .::,:�::-r rr I I I r r ,r � O i 2 2-O 2 -O % . _�__ _____ RA NG % r T.".00 -__ �'_ - - - ____ I I SGL/ RAWING XAL[.-----i RAWING 6CAL[ RAWI O SGAL[ As.2 Longitudinal Seciton 2 T Wall Section @ Covered Walkwa 22 Wall Section through Eave 23 24 T o A9.2 7 , -t� A9.2 g ' " jj9.J Wall Section through Save , -o�� A9.2 Wall Section through Rake ,,_o„ } rake flashing over PT 1x4 edge strip 5-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 crimp metal roofing over roofing felt for rafter sizes over roof deck over rafters (align rafters&5-v roofing seams) 8 W 12 A9.2 „f m 3 1x6 square edge T&G orAzek where exposed - ee en9ineern9 hor ra 0erS�Zes _W +tar�r3arz43}i•r i�l�si{ s.cant �NAi �i(y_2`)"S: F- 0 Copyright c02ois Starr Sanford w Design Associates, Inc. All rights reserved. The design concepts, - drawings, written material, and interiorfinish on framing w/insulation s wings, written this document nre interior finish on framing w/insulation p the property of Starr Sanford Design 1x6 s 7uare edge T&G orAzek where exposed Associates, Inc. No part of these documents shall be copied,disclosed 21-011 eave lashing over PT 1x4 edge strip __ ' _ to others, or reproduced in part or wind w,see details&schedules 12 whole in any form without the 3 5-v crimp metal roofing over roofing felt written consent of Starr Sanford cedar shingle siding over breather fabric on over roof deck over rafters insulated (align rafters&5-v roofing seams) ravings.Use given ons only._ Design Associates,Inc.Do not scale exterior plywood sheathing on _ wall w/interior finish as detailed N � If not shown, verifyy the the correct elsewhere dimensions with Starr Sanford lip Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. M t0 flash! g W N I S/SPS 8 AN G •9N 12 CD A9.2 N 12 I = 2x8 eave blocking w/4"round vents 8 W AV 8 spaced every other rafter = JN N '" N N �f �r W AI 12 �• 8 8AVAV A9.2 3x8 ex ed raft 2'-2" See engineering for �t Roor Truss size&directionAV ... a L+ .. A Loll �"F 1x6 square edge T&G orAzek where exposed 1x6 square edge T&G orAzek where exposed �V d U , 2 21-0" O LL ...; i eave flashing over PT 1x4 edge stripZZ eave lashing over PT 1x4 edge strip P% 00. k LO shingle siding over breather fabric on a � �m exterior plywood sheathing on insulated ext Hor plywood sheathing on insulated 30 .- o _ . cedar shingle siding over breather fabric on cedark �� 7 wall w/interior finish as detailed 7 wall w/interior finish as detailed .. N O A9.1 elsewhere A9.1 else here 9g, 0 U. AV , -FIN 8D plywood floor deck on floor joists plywood floor deck on floor joists plywc od floor deck on floor joists (see Floor Framing Plan) w/band (see Floor Framing Plan) w/band (se Floor Framing Plan) w/band joist at perimeter 1 1'-7_7/8"+/-2ND FLOOR joist at perimeter 1 11.7 7/811+/_,IK joist at perimeter 2ND FLOOR AV2, V I0111 ��, ,rW�.:. . • . . •. } Y Y Se engineering f r See engineering for See engineering for 14 �. N F/ or cuss size&dire do Floor Truss size&direction Floor Truss size&direction ' 4'011 > O 777 (f7:7 sheetrock ceiling attached sheetrock ceiling attached sheetmock ceiling attached 21'-1 O° to floor framing to floor framing to fl or framing A Garage BuildingSection ®° 0A9.3 g M �J 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 AOD o g OD 12 19 19 � 3 A9.1 A9.1 C. MAIN HousE FF 12 B W N A Q it flared cedar shingle siding(see detail flared cedar shingle siding(seri detail) Q O O -iN 0 U. 7 7 N N 0 , flashin flashin � t0 k T 4"concrete slab over 6mil o! VB on 4" ravel 0 4"co trete slab over VB on 4"gravel rill i0 + N 4"concrete slab over 6mlt poly VB on 4"gravel poly g 11: AN Fill on compacted earth,provide control jo In fill on compacted earth,provide control joints N U. on ompacted earth,provide control O v •- O see notes G RAGE FF See notes join ,see notes GARAGE FF '` c c a •• < < z h —— —— —————— —— ——— —— N 2'-O" N 31-1 011 16'-411 N d O "� ` ® • 0.8' Oo • • •,•. ,V ,'f •V , r •! • , , " • ' ,Y a Y • ,Y e , e ,V• l ,VY v / •Y• .'°` - • o ° a °p0 - o O m, ° GV V o , l41 o 0 o m o��°�o �� '. o.:��° �°o �a9 0�, � °� �o •{ • • " • , •r See engineering for o opo oTruss size&directionFlor - 'Y Y • Y 4 1 = - Construction Setbrick where exposed,min. 2courses brick where expos min. 2 coursesbelow rade over 4rCMU O 4 M low rade over CMU - rN between be base flashy over rout f bet ee 9 ythes base flashing over grout fill between 4'-011 r _ _ i KY �bear CMUs on concrete footrn9,see • r J Project #: structrua/engineering nng drawin s bear CMUs on concretefootrng,see Ustructrual engineeringd a 3 �a ZZ ZZ 14 004 _. 6 TO 6 TO t�lm . f .. . .� Date. AOD V) ko cD _ _ k �. o 7 16 15 17AV_ , , Revised. ,. a J 2 s L o PE ... Uf e. ... W .:., , BC 4 B CK — Sheet POC T . ee PO E ; Y ..r,. _ L R R 3 3 L R 3 O 3 L R r , , -...,, 1 . 2a - 241-01 : .. ... ...... .... ..... . A9 . 3 MUM" 6G! RAWIN. $�! RAW1NO °Gl! 191 Wall Section through Garage Rake 2° 3A I Wall Section through Eave 1�_a� A913 Wall Section through Eave 1 o A9.3 Garage Building Section FFA F9_4g g 1 O A9.3 ' 3" 'Note:All cover plates shall be Jumbo size. Note: Locate trans ormers for puck lights at Note:All cover plates shall be Jumbo size. Pk° t See details for size of casing for each room. T 'See Finish Schedules for size of base for back of bottom sh if of wall cabinets in yz3 , - It shall be the electrical contractor's each room. It shall be the electrical locations that will of be readily visible ELECTRICAL PLAN NOTES .responsibility to coordinate casing sizes with • ' r contractor's responsibility to coordinate during normal use f the kitchen. Ina __J , baseboard sizes with other trades. particular,do NO place transformer in O Recessed or surface compact fluorescent bulb light or LED. q other trades. I. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions Electrical Plan Keys thermostat(where applicable) receptacle turned vertically(typical) wall cabinets with ass doors. g Y g switch(see plans for type) o baseboard up to 6 1/2"tall on the flat face • - • - - low-voltage puck 1 ghts located as are in question, the electrician shall be responsible for obtaining clarification door casing �- of baseboard Q shown on plans before continuing with construction. Builder shall verify all dimensions & Wiremold Plugmo d V20GB-series non- T 3' Q Adjustable eyeball recessed compact fluorescent�ulb light. ' metallic multiple utlet stripsore ual conditions at jobsite. n •. •, •. _ Pq 15a 125v 3 wire single pole w/ground duplex wall outlet equal • • . ''- under all wall ca 'nets or as shown on 2. Drawings are diagrammatic only. Furnish all conduit, wiring, panels, breakers, to Hubbell#5252• ' plan(all outlet st ps shall be protected disconnects accessories etc. for complete installation whether or not every item • • ' by GFCI outlet u line of outlet strips in is shown ors specified. w . - circuit as recommended by GFCI outlet P Q Wall washer recessed compact fluorescent bulb light. manufacturer's in tructions; 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 counter @ end of outlet certain minimum criteria & do not necessarily represent the final layout, #8o1-65991, ' strip if no other outlets shown on plan - are available top 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, $ P n$ ,- ,, 2oa 12 wire single pole w/ground duplex wall outlet equal �,,,,.�„:,,,,�,,,,•, ,.: , ,,. r„ �., •„$.,,,�; • standards&requirements of local utility officials. Deviations from the concepts (� sv 3 e si a gr `�' to Hubbell#5362 served by dedicated 2oa circuit. . ' • • • • • ' • • • • • • • • o receptacle turned horizontally(90°to shown on these Drawings should be supported by design calculations. Design �� Copyright (92015 Starr Sanford vertical as shown) . ' . ' engineer shall prepare calculations for loading& equipment sizing, accessory Design Associates, Inc. All rights • baseboard over 1/2"tall on the flat face arran ement etc. and shall prepare final drawingsaccordingly. S lit-wired 1 a 12 duplex wall outlet. reserved. The design concepts, of baseboard •• g P PP 5 5�' P drawings,s, written material, and • 4• Install GFCI outlets as required by applicable codes. These areas include specifications of this document are • Small pendant ceiling fixture. the property of Starr Sanford Design receptacles in a bathroom, kitchenette, or other area where running water is '- � P $ ' Associates, Inc. No part of these present or areas exposed to the weather. rya 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 N detectors so that all will sound should one detector activate. Verify number of Wall fixture. whole in any form without the 0 smoke detectors required & locations w/homeowner & code requirements. written consent of Starr Sanford 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#12oi, 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. 15a 125-277V3-way switch equal to Hubbell#1203. shall check and verify all dimensions Electrician shall include electrical service to all such equipment. Coordinate with �3 and conditions of the job site. SCAT. DRAWIN3 N SCAB. DRAVANGN �x other trades concerning items requiring electrical service. Coordinate service & Ceiling fan.See schedule for indication of whether fan DRAWING N i 3�4" 3/ ampacity required. Provide one duplex outlet & one light if unit is in non-lit includes lights. SWITCH LOCATION DIAGRAM l,_0„ E2 i LECTRICAL OUTLET LOCATIONS DIAGRA l,_0„ E2 1 K TCHEN ELECTRICAL LOCATIONS 9,_p„ area for ever condensing unit & ever air-handling unit as required b a 12 -2 4-way switch equal to Hubbell#120 . E2.1 Y g Y g q Y p �4' S S 77�'4- Y q 3 applicable codes. Outlet shall be weatherproof GFCI if unit is exposed to weather. LIGHTING NOTES MECHANICAL NOTES 17, 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. Q New doorbell button.New items are generally showbold as Fixtures shall align with or center on each other or with adjacent architectural requirements of local utility officials. Design engineer shall prepare calculations 8. Provide panelboards of proper voltage&ampacity for all electrical circuits. More indicated here. 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 2. Furnish all ductwork, control wiring, piping, fittings, accessories, etc. for 9_ Verify service requirements with local power company including transformer accessible space.) light fixtures. Light fixture&switch locations shall be reviewed&approved by complete installation. locations & types, disconnects at exterior of building, voltages, ampacities& AUXILIARY SYSTEMS NOTES Owner or Interior Designer before installation of sheetrock or other wall & 3. Insulate al 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(120V ceiling finishes. foam ins ation. Insulation shall be of self-sealing type or shall be taped closed requirements. w/battery backup). 1. No alarm systems are shown. Verify alarm requirements with homeowner& g p 10. Run all cable concealed in walls, ceilings or floors unless noted otherwise. install as required. 2. Center items shown in ceiling areas unless noted otherwise. w/foil-fac d tape. 0 q 3. Coffer dimensions are shown to face of framing unless noted otherwise. 4- Closely coordinate work with all other trades. Maintain ceiling heights& duct 11. Support all fixtures&other items rigidly from structure of building. Empty wall box for computer or telephone w/3/4"conduit&pull a Telephone outlets may not be shown. Verify telephone requirements with string to above ceiling or to other accessible space. homeowner& install as required. Consider home-running all telephone cable 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 8-wire cable suggested) to a sin le tele hone backboard located as directed b Verify trim size & selection for each room. Grouped switches shll be ganged 5. All valves dampers & other control devices shall be accessible for operation& standard receptacles beyond it if there is at least one GFCI receptacle in a room . g P Y 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. Telephone wall jack. homeowner as this will allow for much greater future telephone system typically 4 purposes. 13. Insulate&seal solidly behind receptacles in exterior walls. flexibility, including modem&telephone stem capabilities. Switches shall icall be mounted 8"AFF to center of switch. manufactured for such ur oses. Y� g P Y P 5. Support all fixtures rigidly from structure of building. 6. All units above 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& late colors with Owner or Interior Designer. Route in ernal & auxiliary drain lines down to floor drain or utility sink in with homeowner& install as required. Consider installing all computer wiring p g y y equipment should be hardwired or requires an outlet & connect as required. 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. i n 3/4" conduit for future upgrade purposes and homerun to a network &switching. homeowner. backboard installed as directed by the homeowner. Also consider installing 8. Consult Owner&add landscaping lighting if required. Verify lighting type & 7. Provide fiesh air duct to each air-handling unit as per applicable codes. Fresh air CAT-5 cable if the house is being constructed on a speculative basis since this is lbl k he most common network cable current switching. Connect all exterior lighting to photocell control relays with duct shall xtend from intake blower at exterior to return air side of ductwork. tY in use. 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 ragp,llators. homeowner&install as required. �.: Coordinate with electrician concerning items requiring electrical Serie such as 10. All light bulbs shall be compact fluorescent bulbs. 9- condensing units,air-handling units, condensate pumps, motorized dampe 10. Coord' e service&ampacity required. The Builder shall test pressure-reducing valves, T&P relief valves& other safety devices prior to the operation of system. The Builder shall test and balance all systems p 'or to completion of the work. --- - - provide service f provide service 1 for owerblinds 1�bove FP mantl for owerblinds above mantel !fy height w/Ow 42 _ IAS . �...�..._�._ ..,.�. �._.,. 32" 32" fan on pull chain LJ R i fan on pull chain provide service ; l verify placement vjerlfy placement or outlet w/Otrner , 42rr below w/Owner f 4 t F Ln O provide servi ' 3 counter ' for garage door _ ...... - - __----_.._. _._-._' ___.___. ___ .._•_.._ __-._....._ ____ _.__ ._. ,.... � y' a I openers _ _ _ _ gas lantem o ,o gas lantem f j �. •� t ou et ( door bel! below s chime i # I a e € switches to exterior security -• -T o _ __ _ __ -_ _ �_ ___ - _ lighting&switch above 1 N to pool lighting LJ provide service rt for garage dDor $ 42" 36 exhaust fan verify cement apeners £j 36" 0w/light € \.,M. -3- w ner 2 B _ - - 1 L b 42„ Q 3611 fan pull ll � ! Ll 6 to photocell �I wp - ' ' Construction Set &timeclock o i N e 36" _ _ ___ _ __ ____ t I n, provide service yyp for all equipment j 3 lighting 3 Project #: 036 exhaust ° tA fan/light provi ervice & wit a ve £ __ __ ' 14004 combo I &in-wal vent box I € door switch o rr __. , ► Date: € 36" 4 i - 97/21/15 provide service Revised: for powerblinds Sheet E2 * 1 a DRAM.. FIRST LEVEL ELECTRICAL PLAN 1/4„ E2.i Note: All cover plates shall be Jumbo size. EQUAL Recessed or surface compact fluorescent bulb light or LED. y GFCI rece tacle located on sidewall O ;M ' p adjacent to vanity&centered on vanity Electrical Plan Key x as shown backsplash(verify w/cabinet details) . • • • • • Q Adjustable eyeball recessed compact fluorescent bulb light. 15a125v 3 wire single pole w/ground duplex wall outlet equal ".. L • to Hubbell#5252. ' Q Wall-washer recessed compact fluorescent bulb light. • }� 15a 125v duplex GFCI wall outlet equal to Leviton 1( #8oi-65991• F ^ ' Large pendant ceiling fixture. 2oa I25v 3 wire single pole w/ground duplex wall outlet equal �,►:,=„R, t::,rilr►�,,,, �•,,..,;,. ' to Hubbell#5362 served by dedicated 2oa circuit. siarr;�au�c11"s.r.fiicsi�n,�e.{K, •'.►t1'k :.'�3ti.t.)'3: Split-wired rya 125v duplex wall outlet. w Copyright ©2015 Starr Sanford ao Small pendant ceiling fixture. Design Associates, Inc. All rights reserved. The design concepts, • drawings, written material, and • ® 15a I25v 3 wire single pole w/ground duplex floor outlet in s�eecpiroperty fications of this document are flush brass floor box. tof Starr Sanford Design Wall fixture. Asociates, Inc. No part of these documents shall be copied,disclosed 15a 125-2'717v 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 scale drawings.Use given dimensions only. 3 15a 125-27'7v 3-way switch equal to Hubbell#1203. If not shown, verify the correct 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 p 4 15a 125-27•7v 4-way switch equal to Hubbell#1203. and conditions of the job site. DlAYRNG M sAl[ E2 2 VANITY ELECTRICAL LOCATION 15a 125-2'7'7v dimmer switch. Q New doorbell button.New items are generally shown fold as indicated here. Doorbell chimes.(Install transformer in closest available concealed accessible space.) Wired Combination Carbon Dioxide&Smoke detector(120V w/battery backup). Empty wall box for computer or telephone w/3/4"conduit&'' string to above ceiling or to other accessible space. A Telephone wall jack. ate. • ri r exte o exterior x .. ..... , ,. - t provide servrce g ting as lighting as ..." _ __ _ e s rvr .._� :: pr4Vid a �ce 1i h "n for o werblinds per OwnerR - for owerblinds Wo r 3 � � above i 1 • _ { 1 s i , i F V/ seperate switch a vf c for light&fan Iy v align on CL of o ings b c G z , o 1 j provide dryer y-wall 036" sepeoPte switch vent box& n 36 for*n&light O a J l !3611 36 j pro vide, Li servrc For v V fo drye'F( 3 s door switch s, .w w.a. _. _� r disposal e • Y 6 , � Y C , ; a " F 36 R' 2 rn -._- erate switch � 3 � °•o � � ,--____ 1� �3 _ r fan&light ! �► � Urexhaust fan/light _....- { co o E w seperate switch _. for fan&light Construction Set _y CZ k Project #. • lighting! 14004 &switch below z s Date: light& , --_ _-....._ '. exhaust fan 7/16/15 w, Revised: LZt a� exterior w " ,Q lighting as per Owner rr �. Sheet E2e2 _ SE LECTR AL P L DRAWING N 1 -011 A L' 1/4„ E2.2