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290 BEACH AVE - REVISED DRAWINGS I -Iff-,%k ��!!,": " .............. �X��I ",-1 ,I I 111,� I I I ��,I I I I I� � _�2�� - 1 1 1 1, �o�- 1,I,, , ,, I "I I � 2,i��c , "�� ... � FITLER RESIDENCE &-, ,411 �',,�,_] -111 ,�:__ C��,� , �� I � I I �111 , � 11 � , 1 �11 �111 11 ��_�11 � 1, ' 'I" I . I , ,, 1, ' 'I , - , -, 11 , I �_ I � I I , 11 ,,,,, 11 I , ' ' I' ," , 11 _ 1 290 Beach Avenue ��, I 1�1� � I I 'll 11 ��111'11 1__ ," 111'111111 ,�_ �", ',�", ... I _ - "I'll"- 1,11 . 1 11 11 - I 11 I I � - 1 _ , I I ' 'I' ll - I - I _,�, , - ,,, ` ,� " I "",11-11 ,, ,, 11�:',,, "I ", A �:,�," �1� I- 1-: I - ,- , __ 11 I � �.�_4_ _ - PORCHES & BALCONIES MASSING & WALLS PLAN NOTES Mech. Elec. & Plumbing Systems Project information Index I �,te...1;,� . CAd,�, - Pzif' I Columns CONCRETE MASONRY UNITS Floor Plan Notes .�i�,,�-.;,,,�tli,�,,],I,,,;,�"."��,� ,�tOl �!fit�,I!��-, Mechanical Existing House sq footage I - 1. Wood posts shall be 4x4, 6x6, or 8x8 (see Drawings)and shall be#1 Common 1st floor 1,158 sq ft AO.I Title Sheet & Specifications Copyright 9)2OI5 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 lst floor 931 sq ft Design Associates, Inc. All rights than post material. have a local licensed structural engineer review actual site conditions&design are in question, the builder shall be responsible for obtaining clarification before 1. System shall be designed in accordance with all applicable codes, standards& Garage 2nd floor 955 sq ft reserved. The design concepts, 1 2. Post corners shall be chamfered unless noted otherwise. Begin chamfer 1 post all structural elements such as footings,foundation walls&slabs. continuin� with construction. Builder shall verify all dimensions &conditions at requirements of local utility officials. Design engineer shall prepare calculations A1.1 Site Plan drawings, written material, and width above 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 specifications of this document are � 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 2. Dimensions shown are to centerline of interior walls or to outside face of stud or final drawings accordingly. House sq footage the property of Starr Sanford Design i 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 c n exterior walls unless noted otherwise. 2. Furnish all ductwork, control wiring, piping, fittings, accessories, etc. for 1st floor 1,319 sq ft A2.I First Level Floor Plan Associates, Inc. No part of these � documents shall be copied,disclosed I 4x4 posts, 1"for 6x6 posts, and 1-1/4"for 8x8 posts. Begin and end chamfers free of surface mortar. 1 Builder st all establish finish floor elevation in consultation with homeowner. complete installation. 2nd floor 1,334 sq ft A2.2 Second Level Floor Plan to others, or reproduced in part or I with a flat taper equal to the depth of the chamfer unless noted otherwise. 3. All masonry work below finish grade shall be filled with grout. This includes all 4. Builder stall take into account design intent, including number of steps, water 3. Insulate all heating or condenser water lines in uninsulated spaces w/tubular 3rd floor 673 sq ft A2.3 Third Level Floor Plan whole in any form without the 3. Turned posts may be #1 Common grade pressure-treated pine or better, or may cores, cavities&other spaces. table mawnry, etc. Builder shall also assure that there is adequate clearance foam insulation. Insulation shall be of self-sealing type or shall be taped closed written consent of Starr Sanford � be Perma-Cast. 4. Newly laid masonry shall not be disturbed in any manner, Any section which has between finish grade&any wood construction. w/foil-faced tape. Garage 1st floor 840 sq ft A2.4 Roof Plan Design Associates,Inc.Do not scale 1 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 do:)rs so that door casing abuts wall finish of adjacent wall unless noted 4. Closely coordinate work with all other trades. Maintain ceiling heights & duct Garage 2nd floor 600 sq ft drawings.Use given dimensions only. I ' 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 spaces provided. If not shown, verify the correct each day's work. frame with appropriate shim space against liner and stud. Do not omit stud or 5. All valves, dampers& other control devices shall be accessible for operation & Total New habitable 4,766 sq ft A3.I Exterior Elevations, Notes & Details dimensions with Starr Sanford 5. Concrete masonry units shall be sound, dry, clean &free from cracks. CMUs liner to get the door closer to the adjacent wall. In cases where a door is shown maintenance through accessible ceilings or through access doors or panels Increase from existing 1,722 sq ft A3.2 Exterior Elevations & Details Design Associates, Inc. Contractor 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. manufactured for such purposes. shall check and verify all dimensions I Beams bond using full & half-blocks unless noted otherwise, Saw-cut blocks if 6. Window rough opening head height shall generally be 8'-2 1/2"above floor slab 6. All units above ceiling shall have auxiliary drain pans installed below entire unit. DESIGN CRITERIA: A3.3 Details and conditions of the job site. � non-modular dimensions are required. or deck at the first level &6-1 0 1/2"above floor deck at the second level unless Route internal & auxiliary drain lines down to floor drain or utility sink in utility Building Classification: Residential I 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 i 1. Wood beams shall be#1 Common grade pressure-treated pine or better. A6.I First Level Reflected Ceiling Plan i ' reinforcing every other course. types & muntin patterns. Adjust head heights slightly (less than 1 3/8") as 7. Provide fresh air duct to each air-handling unit as per applicable codes. Fresh air � 2. Beams supporting masonry shall be limestone or reinforced concrete. i required I:) course with masonry veneer, if any. Provide filler strip between duct shall extend from intake blower at exterior to return air side of ductwork. A6.2 Second Level Reflected Ceiling Plan i 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 8. Provide pressure regulators for all gas equipment as required for proper � #5 bar 48"OC, Reinforce CMUs(a) corners by filling all such cores from footing window a id masonry sill if required to allow the masonry sill to course with Unless otherwise noted, project site considerations shall be the responsibility of the owner � - to top of wall w/grout& 1 #5 bar. Reinforce CMUs within 16"of beam or girder surroundii g 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, i � bearing or other concentrated loads by filling all such cores from footing to top of head or th.�sill of a window or door. 9. Coordinate with electrician concerning items requiring electrical service such as determination of grade elevations, drainage features, and special requirements associated A9.I Wall Sections, Building Sections & Details i i wall w/grout& 1 #5 bar each core. Reinforce 1 CMU core under each end of 7. Window si!es indicated on plans are generic sash sizes. condensing units, air-handling units, condensate pumps, motorized dampers, with FEMA flood hazard and/or DEP zones. � 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 etc. Coordinate service&ampacity required. The contractor is responsible for the means and methods of construction. It is the .AL9.2 Wall Sections, Building Sections & Details � each core. Reinforce all openings in CMU walls larger than 12" in any direction windows 6,direction of swing of casements w1homeowner. 10. The Builder shall test pressure-reducing valves, T&P relief valves&other safety contractor's sole responsibility to determine the procedure, sequence, and temporary A9.3 Garage Sections, Building Sections & Details I ATTACHMENTS & SITEWORK 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, � � I w/2#5 bars at all sides of the opening. Extend bars 24"past corners of opening. 9. Walls, ceilings&floors of ancillary spaces such as closets& storage areas shall I Reinforcing bars shall be ASTM A-615 Grade 60. Extend hook bars of same size match the rooms they serve unless noted otherwise. systems prior to completion of the work. The contractor shall verify alI conditions and dimensions at the job site prior to E2.1 First Level Electrical Plan � as vertical reinforcing into footing & lap vertical reinforcing 24" minimum. Install 10. Coordina E) location of utility meters on site to be away from public view and to commencing work. E2.2 Second Level Electrical Plan Fireplaces & Chimneys bond beam course w/1 #5 continuous @ top of all CMU retaining walls&above minimize visual impact from any area of the site. Hold meters as low as possible Plumbing all door&window openings. to allow m:)re effective screening. The contractor shall supply, locate, and build into the work all inserts, anchors, angles, 8. Consult local licensed structural engineer if CMU walls will be required to act as 11. Sprinkle pDwdered 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 1. Fireplaces shall be constructed with Isokern system or equal. retaining walls. Backfill after first floor is set. of plate except 1/4 cup per 2'of plate in walls adjacent to kitchen, bath or other 1. System shall be designed in accordance with all applicable codes, standards& required to attach and accommodate other work. 2. Flues shall be clay tile or Isokern OM flue system except that triple-wall metal 9. Mortar shall be freshly prepared and uniformly mixed in the ratio by volume of 1 wet or food storage areas. Boric acid shall be installed immediately before requirements of local utility officials. Design engineer shall prepare calculations It is the owner's and/or contractor's responsibility to obtain a soils exploration report. The flues may be used only with European Copper chimney pots(see below.) part cement, I part lime putty, 6 parts sand &shall conform to ASTM 270 and to installation of insulation in insulated walls or immediately before installation of for pipe&equipment sizing, accessory arrangement, etc., and shall prepare final design of the project structure assumes an allowable soil bearing capacity of 2000 psf. �iiiliiiili�` 3. Chimneys shall be brick or stucco on 4"minimum masonry. BIA Designation M1-72. Lime putty may be omitted if plastic type cement is wall finish in uninsulated walls. Walls with exposed cavities do not need to be drawings accordingly. The Engineer shall be notified if soil conditions encountered differ from the noted 4. Chimney pots for clay tile or Isokern DM flues shall be traditional clay chimney used.All mortar joints shall be completely filled as the masonry units are laid. 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 "EVISION pots equal to Superior Clay, Chimney pots for metal flues shall be equal to 10. Grout shall be freshly mixed of fluid consistency and 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 report shall be followed unless more stringent requirements are specified in these rl European Copper metal chimney pots by Jack Arnold. by volume of 1 part cement, 3 parts sand & 2 parts pea gravel. Fill cells of manufactirer's specifications and accepted construction practice. It is the insulation. Insulation shall be of self-sealing type or shall be taped closed plans. BP# L 5`�M- I R 03 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/foll-faced tape. DATE__-�_/ 91 / JA_ (3� SEALANT ASTM Designation C-476. separatioi, use of materials & other fireplace criteria are met or exceeded. 4. Cleanouts shall extend to surfaces or shall be provided w/access doors or SIGNED ' 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 ---r.W*- .---.-.- ;� of footing at locations for wall reinforcement so that reinforcement is continuous elevations. If gypsum board is used, install moisture-resistant gypsum board in installation from dirt, gravel &other debris which might cause blockages or flow __ 1. Use materials appropriate to the application for maximum life and optimum from wall into footing. restrooms&other rooms where water is present. restrictions. 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 coordinate all shelving&storage requirements with homeowner. 5, Center all fixtures in space allocated unless noted otherwise. Z 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 plumbing fixtures in space provided unless noted otherwise. Provide not 6, Lead solder is not allowed on this job. A`� I - manufacturer's specific recommendations. Colors shall be selected by less than the following clearances from finish wall to fixture on either side: 7. Closely coordinate work with all other trades. Maintain ceiling heights & pipe 14w� : , edges of openings for connection of framing to concrete or masonry work. I I - homeowner from manufacturer's standard colors. Caulking or sealant shall be Lavatory: 15". Toilet: 18". spaces provided. installed so that finish surface is smooth,even &regular. 8. All valves, cleanouts & control devices shall be accessible for operation & CEILINGS & ATTICS 111111111111111111111111111111 �- � 2. Caulking shall be installed at interior dry joints between dissimilar materials as "Wall Framing maintenance through access doors or panels manufactured for such purposes. . � _ Electrical Plan Notes � required. 9. Soil & vent stacks shall have cleanouts as indicated on Drawings and/or as 7W APON � 3. Sealant shall be installed at exterior or damp interior joints between dissimilar I. All structural members shall be sized to carry all imposed loads by a structural required by applicable codes for proper maintenance. Ceiling & Roof Framing -_ U J _4!� materials as required. Prime all substrates w/primer as recommended by engineer or other individual acceptable to state&local authorities. 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions 10, Measure wall thickness before ordering exterior wall hydrants. manufacturer of sealant. Apply sealant from the bottom up. Apply sealant when 11. Coordinate placement of all drains with flooring subcontractor. � . 2. Wall framing &blocking shall be white pine, spruce, or fir, stud grade or better, are in question, the electrician shall be responsible for obtaining clarification : joint is approximately half-way between design extremes. Use flexible open-cell 3. All framing & blocking lumber shall be kiln-dried to a moisture content of 19% or before cc ntinuing 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 all imposed loads by a structural F4 : polyurethane foam backer rods at all butt joints to create a sealant joint no better. conditions at jobsite. continuous copper tubing without joints. engineer or other individual acceptable to state&local authorities, � thicker than 1/2 the width of the joint, but in no cases thinner than 1/8"or thicker 4. All wood in contact w/concrete, earth, masonry, or in a moist location shall be 2. Drawings are diagrammatic only. Furnish all conduit, wiring, panels, breakers, 13, Coordinate with electrician concerning items requiring electrical service such as 2. Ceiling &roof framing & blocking shall be#2 KD southern yellow pine. � than 3/8". Lap joint depth shall be no greater than 1/2 the width of the joint. pressure-preservative-treated with a water-borne preservative applied by 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 moisture content of 19% or General Conditions (Z.) I vacuum process in closed cylinder&shall be kiln-dried after treating. is shown or specified. ampacity required. better. CZ 5. Wood blocking shall be solid & shall match the depth of the primary framing 3. These drawings are intended as general guidelines for purposes of establishing 14. Provide expansion valves & pressure relief valves & drain lines from water 4. All wood in contact w/concrete, earth, masonry, or in a moist location shall be I I These Plans are the property of STARR SANFORD DESIGN members. Provide blocking in wall to secure mounted millwork shelves,fixtures, certain minimum criteria, & do not necessarily represent the final layout, heaters. Route drain lines down to floor drain or utility sink in utility room or other pressure-preservative-treated with a water-borne preservative applied by ASSOCIATES, INC. These Plans are protected by Federal (:� mirrors, toilet accessories&other items requiring a permanent attachment to the arrangement, size., brand name, capacity or other characteristic of the non-public areas where overflow would be noticed by homeowner. Do NOT vacuum process in closed cylinder&shall be kiln-dried after treating. Copyright Laws. Any use of the information contained herein I CABINETS & FURNITURE locate pressure relief line terminations above any location such as sidewalks L I _L 11 wall. engineered system. System shall be designed in accordance with all applicable 5. Wood blocking shall be solid & shall match the depth of the primary framing 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 codes, standards & requirements of local utility officials. Deviations from the where people might be standing in the event of activation of the valve. If line is members. ASSOCIATES, INC., or any duplication, publication, sale or = (5 1/2"thick)unless noted otherwise. Exterior walls of garages&other unheated concepts shown on these Drawings should be supported by design calculations. run to exterior, extend line concealed in walls to within 18" of finish grade & 6. Roof trusses shall be designed, fabricated & erected in accordance w/the 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 90' elbow pointed down. "Design Specification for Light Metal Plate Connection Roof Trusses" of the consent of STARR SANFORD DESIGN ASSOCIATES, INC. 7. Headers shall be sized by structural engineer to meet all local live&dead load ment, etc., and shall prepare final drawings accordingly. 15� Provide pressure reducing valve as required for proper operation of the system. Truss Plate Institute, Truss manufacturer shall provide engineering design & represents a violation of Federal Laws subject to the prescribed (= requirements. Install minimum 2x4 liner under each end of all headers, Install 4. Install GFC1 outlets 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 in the state in which penalties. 1. Do not scale drawings. Use only dimensions shown on drawings. If dimensions 2x6 over top plate of wall in walls parallel to framing above for sheetrock receptacles in a bathroom, kitchenette, or other area where running water is 16, Seal to wall, floor or countertop around all fixtures with tub & tile sealant to work is to be performed. Shop drawings shall indicate the species, sizes & ?04N are in question, the builder shall be responsible for obtaining clarification before match color of fixture unless noted otherwise. 2, All work is to be in accordance with the latest codes. '"W \ i continuing with construction. Builder shall verify all dimensions& conditions at blocking. Install minimum 3 studs @ beam bearing points unless noted present or areas exposed to the weather. 17. Install shower heads 80" OC AFF @ wall penetration unless directed otherwise stress grades of lumber, metal connector plate sizes & types & bearing & Local Ordinances: Atlantic Beach, Duval County, F1 : . otherwise. 5, Install harlwired smoke detectors with battery backup on all floors. Interconnect anchorage details. Truss manufacturer shall submit supporting design Building Code: 2010 Florida Building Code Residential CA jobsite. 8. Exterior Wall sheathing shall be 1/2"CDX plywood sheathing. detectors so that all will sound should one detector activate, Verify number of by homeowner. documents which indicate loading, section modulus, assumed allowable stress, Electrical Code: 2008 National Electrical Code 1 2. Field-verify all dimensions before beginning millwork fabrication. Verify all 1 9. Exterior Wall sheathing shall be wrapped in Tyvek Housewrap or equal. Install smoke detectors required & locations w/homeowner & code requirements. stress diagrams, calculations&any other required supporting information,which : 3. It is the builder's responsibility to assure that all manufactured ! kitchen equipment sizes w/homeowner before ordering cabinets. as per manufacturer's recommendations, making sure to achieve an airtight seal Detectors shall be installed in all sleeping areas just outside bedrooms as a is for file purposes only as the Architect shall not be responsible for checking articles, material, and equipment are applied, installed, 1 3. All cabinet dimensions shown on floor plans or elevations are to primary surface at the edges of the wrap&at all interior joints. minimum. calculations. connected, erected, used, cleaned, adjusted, operated and � of cabinet. Countertops typically overhang these dimensions & kickspaces 6. Some eqL ipment shown on other plans may require electrical service, such as Bath Accessories 7, Any hip or valley rafter over 28'long shall be Laminated Veneer Lumber, conditioned as directed by the manufacturers, unless herein E1111111111111111111111 underhang them. . water hee ters, condensing units, air-handling units, condensate pumps, etc. 8� Roof sheathing shall be 5/8" Exposure I tongue & groove plywood glued w/ specified to the contrary. Builder shall follow all instructions to �1, 4. Provide pre-finished closures, trim or moldings as required to fit walls or furrings. Finishes Electriciar shall include electrical service to all such equipment, Coordinate with waterproof construction adhesive&screwed or nailed 12"OC to framing. sustain and preserve all expressed or implied warranties and 5. Builder shall provide adequate wood blocking in walls to secure millwork, other trad as concerning items requiring electrical service. Coordinate service & 1, Bath accessories are generally not shown anywhere on plans, but should be 9� Hold roof deck panels apart as recommended by decking manufacturer, guarantees. shelves,fixtures, mirrors, grab bars&toilet accessories as required to walls. I. Wallboard &ceiling board shall be screw-attached 5/8"fire-rated gypsum board ampacity -equired. Provide one duplex outlet&one light If unit is In non-lit area installed as noted below. Homeowner shall select accessories. 10, Hold roof deck panels away from items penetrating roof deck as recommended 4, It is the builder's responsibility to check all plan dimensions & 6. See Finish Schedule for wall, base,floor&other finishes. conforming to ASTM c36-64. Use of this material in lieu of standard 1/2"gypsum for every ,.ondensing unit & every air-handling unit as required by applicable 2. Install toilet paper holder 24"OC AFF& minimum 36"OC from wall behind toilet by roof deck manufacturer to allow for expansion&contraction of roof deck. details for overall accuracy appropriate to the site & final i 7. All materials shall be moisture-resistant in countertops w/sinks, lavatories or board will result in a stiffer, straighter, smoother wall at slightly elevated cost. All codes. Outlet shall be weatherproof GFCl if unit is exposed to weather, (1 per toilet), Hip rafters, ridge boards, &valley rafters shall be one size,larger than rafters, selection of masonry, floor joists, lumber, structural members, other plumbing. Plywood to be covered w/plastic laminate shall be cabinet-grade 7. Obtain na rne plate rating of all equipment before roughing in &provide wiring of 3. Install 1 8" towel bar in tub on wall opposite shower @ 60" OC AFF (1 per 11� Purlins shall be 2x4s 16"OC. Provide 2x6 rafter ties at all locations where ceiling i � AA fir plywood. All totally concealed wood framing shall be#2 southern yellow details used in these drawings are based on 5/8"gypsum board. proper si2e, voltage& ampacity. Provide fused or non-fused disconnect switch bathtub). joists run perpendicular to rafters. veneer, roofing, etc. Names of materials & manufacturers i 2. Wallboard @ tile shall be equal to Georgia-Pacific Dens-Shield tile backer board. shown on these Plans do not represent any endorsement or � pine. as required, 4� Install 24"towel bar outside tub or shower @ 48"OC AFF(1 per tub or shower). i � 3. Wallboard @ damp areas shall be equal to screw-attached 5/8" moisture recommendation by SANFORD DESIGN ASSOCIATES, INC. � & 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 parielboards of proper voltage&ampacity for all electrical circuits, More 5, Install soap dish @ 36"OC AFF(1 per lavatory). Lighting 5, Final selections of materials to be used are the responsibility of - intended instead to indicate the general design and character of the cabinets. In bathrooms. than one )anel may be required due to number of circuits required. Provide a - the homeowner and/or builder, including, but not limited to � cases where no detail is shown, use most similar condition detailed and modify 4. Sheetrock accessories shall be equal to USG. All exposed corners and gypsum minimum of 8 spare circuits, proper installation of materials, nailing, gluing, caulking, for cabinet elevation shown. board edges shall have appropriate metal accessories. Sheetrock joint treatment 9. Verify service requirements with local power company including transformer Auxiliary Systems 1. Light fixtures shall be located as close as possible to locations shown on this insulating, flashing, roofing, weatherproofing & many other I materials shall conform to ASTM c476-64. Tape all joints&apply 3 coats of joint locations & types, disconnects at exterior of building, voltages, ampacities & plan, Fixtures shall align with or center on each other or with adjacent small items & details not necessarily indicated on the Plans compound. Sand between coats and after the final finish coat. other details of electrical construction. Size all feeders according to NEC architectural elements. Coordinate locations of light fixtures with HVAC grilles over which SANFORD DESIGN ASSOCIATES, INC. has no Tile showers shall be constructed to at least the following minimum standard: 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 control or responsibility. 5. Wall tile shall be installed over Georgia-Pacific Dens-Shield tile backer board or 10. Run all cable concealed in walls, ceilings or floors unless noted otherwise. install as required. may be conflicts. Grilles & registers shall be blocked as required so that they 6, These plans provide ideas & concepts & are not intended to be equal and shall be installed to an elevation of 72" or higher as required to 11. Support a�I fixtures&other items rigidly from structure of building. 2, Telephone outlets may not be shown. Verify telephone requirements with align with light fixtures. Light fixture & switch locations shall be reviewed & complete in all respects & details of weatherproofing. Use of a Construction Set produce full (uncut) tile throughout the height of the wall. The floor shall be 12. GFCI receptacles may be laid out so that one GFCI receptacle protects other homeowner& install as required. Consider home-running all telephone cable approved by Owner or Interior Designer before installation of sheetrock or other potential variety of window or door brands & types & use of I prepared by grouting to slope to drain over a waterproof membrane. Floor tile standard receptacles beyond it if there is at least one GFCl receptacle in a room (8-wire cable suggested)to a single telephone backboard located as directed by wall&ceiling finishes. different materials & thicknesses can change details. � and if the� can all be on the same circuit. homeowner as this will allow for much greater future telephone system flexibility, 2, Center items shown in ceiling areas unless noted otherwise. Project #: � shall be laid according to Owner or Architect. Small bullnose trim shall be used 13. Insulate&seal solidly behind receptacles in exterior walls. including modem&telephone system capabilities. 3. Coffer dimensions are shown to face of framing unless noted otherwise. Additionally, varying codes & regulations, foundation i at all edges. Cove trim shall be used at all interior corners. 14. Kitchen e luipment service may not be shown on plan.Verify whether equipment 3, Computer outlets may not be shown.Verify computer network requirements with requirements & electrical & mechanical plans can also change 14004 : 6. Remove all rust, grease &erection marks from surfaces to be painted. Fill and 4, Switches shall be located adjacent to but not intersecting door casing or trim, details. � sand all woodwork with an appropriate filler before beginning work. Filler coats should be hardwired or requires an outlet&connect as required. Provide circuits homeowner& install as required. Consider installing all computer wiring in 3/4" Verify trim size & selection for each room. Grouped switches shil be ganged T It is the builder's responsibility to assure that all work is in Date: shall be applied after the priming coats are dry on surfaces scheduled for sized as required for load. conduit for future upgrade purposes and homerun to a network backboard tight together&shall be covered with a single plate designed for that purpose, strict accordance with the latest edition of all applicable painting or enameling. Filler shall be tinted to match woodwork on all stained or installed as directed by the homeowner. Also consider installing CAT-5 cable if Switches shall typically be mounted 48"AFF to center of switch, National, State, and Local Building Codes. It is the builder's 7/ 16/ 15 natural-finish surfaces. All knots, pitch pockets&sap streaks shall be shellacked the house is being constructed on a speculative basis since this is the most 5. Support all fixtures rigidly from structure of building. � responsibility to assure that all work is in strict accordance Revised: before paint is applied. All finished surfaces shall be left smooth, even & free common network cable currently in use. 6. Verify device&plate colors with Owner or Interior Designer. with the latest edition of all applicable Construction Standards. 4. Cable TV outlets may not be shown. Verify cable TV requirements with 8/ 21 / 15 � from defects. Brushwork shall show even coatings free from brushmarks. Do not 7. Consult Owner&add exterior security lighting if required. Verify lighting type& & Names of materials & manufacturers shown on these Plans do ! ! : roll-apply any paint on trimwork or other wood. Trim shall be brush-applied only. homeowner&install as required. switching. not represent any endorsement or recommendation by � No paint shall be applied to wet or damp surfaces or until undercoat is dry. 8. Consult Owner& add landscaping lighting if required. Verify lighting type & SANFORD DESIGN ASSOCIATES, INC. Final selections of � Coverage shall be complete so that no primer or substrate may be seen through Interior Dampproofing switching. Connect all exterior lighting to photocell control relays with timeclock materials to be used are the responsibility of the homeowner 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 light bulbs shall be compact fluorescent bulbs or LED, Owner to select. roofing, weatherproofing & many other small items & details I be lapped 6"minimum at all joints. not necessarily indicated on the Plans over which has no Sheet : i I control or responsibility, SANFORD DESIGN ASIOCIATES, , - � INC. not be held liable for any errors, 4prsions, or � deficiencies in any form by any party whatsoev4 r hese � various details. I WOW& Ao ,, l � Vo � I i I � � � Site Flan Notes 1. This drawing is based on a boundary & topographic survey made by Boatwright Land Surveyors INC. of Jacksonville Beach,March 6th 2014. 2. See site survey for existing conditions not shown on thisplan. „ 3. Contractor shall establish finish floor elevation. Building layout dimensions are shown to outside face of foundation wall. See Floor Plans for clarification. q.. Parking dimensions are shown to front of curb unless noted otherwise. Curb & gutter dimensions are shown to back of curb unless noted otherwise, ;. Work shown is new unless specifically noted as existing. L4a;,F}t A,'. '• 1.,t to E.,,lti - 1'dY'l11,' 6. The General Contractor shall verify all property lines, easements, 11 ' I AY Y dimensions &setback requirements w/the appropriate department of the City o£Jacksonville Beach. a; 7, Construction materials,equipment&procedures shall be in general accord with the Florida Department of Transportation "Standard Specifications Copyright G2015 Starr Sanford for Highway Constructions latest edition, as modified by technical Design Associates, Inc. All rights specifications. reserved. The design concepts, 8. All driveways shall extend entirely to public streets to which they connect, m drawings, written material, and specifications of this document are N �r whether shown or not shown. o the property of Starr Sanford Design o m 9- Transition smoothly from new asphalt to existing asphalt in a manner that Associates, Inc. No part of these CONCRETE' — will facilitate the smooth flow of water without puddling or ponding. silt fence around construction sit P g P g documents shall be copied,disclosed o ° silt fence around construction site 130.56" (ACTUAL} (130.50'PLAT) (130.77' FIELD — � SET 112"IRON p PIPE,L63672 to others, or reproduced in part or �+ COP LOT 5 whole in any form without the WOOD DECK B L ® C K 28 } dashed line r - - - �r i FOUND"X" written consent of Starr Sanford L -represents new construction - - j 6- CUT(3.0'S'I } Design Associates Inc.Do not scale ® c r - - - - - - - - - - - - - - - - - - - - - - r - - - - - - ---- y DESIGN CRITERIA: drawings.Use given dimensions only. Q � 1 � v'�J` � Residential v �e ® Building Classification: If not shown, verify the correct ® 1 e / Q Type V Construction � co y 01 \yw 1 ® Building Type: dimensions with Starr Sanford °u 2 1 I v p I 'I L- Design Associates,Inc. Contractor Li I H � .X o' ; o ��`c' �''a Unless otherwise noted,project site considerations shall be the responsibility of the shall check and verify all dimensions -� 3 ; c r v U owner and/or contractor.Examples of such items include,but shall not be limited to, and conditions of the job site. LU P-4 Z E�, _, Y o� , o --� determination of grade elevations, drainage features, and special requirements m e 2 STORY 1 tc p[ d N MASONRY AND ; �e 1 STORYFRAME A/o o co associated with FEMA flood hazard and/or DEP zones. Q � m, FRAME , RESIDENgE � > ® CONCRETE W LL , RESIDENCE i > x NUMBER X90 W d The contractor is responsible for the means and methods of construction. It is the (j� remove existing all i ® p LL1 NUMBER 273 (� Z w contractor's sole responsibility to determine the procedure, sequence, and ..I .� �parking a �..'��. , C� _ , a _} 22 W > temporary bracing as to insure the safety of the building and its component parts Q ,' t \ / �� r- , o > Q during construction. h h i. {s Y remove existing building \ / a Q a Z . . Y '. } "'V.': } z & all site features " Q Q Q IL remove existing building U The contractor shall verify all conditions and dimensions at the job site prior to W 1t^ �: c A t i t y i tl a Jm r U.< CommenCi work. J 3: s. 1 1 m , & all site features w Q. < O ® LL o CONCRETE D' i i � mIf The contractor shall supply,locate, and build into the work all inserts, anchors, ;r Cote E RIDE. �' . �, � angles, laces openings, sleeves hangers,slab depressions,or other components as �-- ' remove existing driVeh. •, ", d ; / N\ r o 0 g ,p a g P 9 p _ '" , " . } 3 may be required to attach and accommodate other work. . parking': ter:r 1 CONCRETE. , !—+ - - - - - - - - - - - - - - - - - - - - - ' emaveerlstingconcle & ' - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - ' and/or contractor's responsibility OC a+i site#eatures (7 It is the owner's a d/o cot actors to obtain a soils exploration. } r report.The design of the project structure assumes an allowable soil bearing capacity ® { { CONCRETE WALK , { :{ :i { END OF CHAIN-LWK WOOD DECK �,) Construction dum stet remove existing concrete&all site features. FENCE=0.1' remove existing deck&all site features portable Of 2000 psf, The Engineer Shall be notified if Soil conditions encountered differ -kD OFF LINE Restroom ® from the noted assumptions. All requirements for site preparation and soil . r I� I d„ F q P P 4'WOOD FENCE remove existing fence&all site features 4'WOOD FENCE -LOT 5 Compaction Specified in the SOi1S report Shall be followed Unless more Stringent FOUND 1/2" IRON - - - - - - requirements are specified in these plans. PIPE,LB104$ - - — - _ _ _. _ RICK WALL ON LINE silt fence around construction site FOUND 1/2 IRON LUT 6'VINYL FENCE silt fence around construction site PIPE,NO CAP `t 129.84' (ACTUAL) 129.90'(PLAT) 129.94' (FIELD) 4'CHAINLINK FENCE o yu C ORAWIN4R A ,y 1 A 1.2 ' 1,,ry�7 N 1 i" „ EXISTING I � m 1 O nosing )aver&� Aare aver as shown for 1 1 g (TYPICAL TREAD} l cl p finish tread,rowlock for finish riser over 3/4"mortar bed as shown over 4000 psi air-entrained concrete steps w/6x6 6/6a \ WWM over gravel drainage fall see other details for landing paver V U fu M . NOTE: Surveyor to locate & stake footprint -0 4-' .r., p of Structures prior to commencement of construction :' co a ® 1 o P a c - --= - 3 f7 f A .. '.. '.. A Q• A ,• A.: ISD I Z '241.0" 213,,001 +1• 371-0° ® ® D D p D !l V Q ° wood fenoe wood fenoe 130.56' (ACTUAL) (130.50' PLAT) (130.77'FIELD) LOT 6 SET 1/2"IRON PI 672 PE L63 ----------- LOT 's 4 as U1 "�;ao, rovltas r ane „wood FOUND I'X”tac pad p P aF feno QIlne•stubdutfatgrllf 9 ®� CUT(3.0'S'ly) a -, .�, . ® . . . . ® n 49 e A a a , c®vexed , , � o 0 F1 ,,,,..,,.. ;breeze a r / e G 1M,M a , ,� r , L „ -, e . .r <. .. .., M,x ... 0 00 ..,. .... t... .. ,,.,. r tabby stone �.! 0 :DY h. , , ... ... ! #t®star +r � ,.� __ ,� . Q� CLr711 el z h 1t't n , .., . ;.�..�.—..—, ....�..�.. � l _ 13�:ICz� Ex�r�RlcaR STAIR Top L �� 1 ANI�ING � 1 .... Open 0211 , . .:.x.` ,, .�.::: .,�,� . ,,, „, Q 1 „ o � pavers--- � W 1 Ln z ,, 1 J > 9 LLI LU11 99 r t a fro provide ro ane stub Q 1 .. A 11 TYPICAL TREAD p ( } x z Q 1 ,. 1 � „.: „. nose paver s � ., ,, _,,, „ ap .. , . a � n er�square paver as.lao�tz for a ._..,• �.• for ga Irghtrn h re > „ knish tread rowlock te>r s , tttn h riser ok er 1 n 5 , z r znottar ed ass. �n o c r open cell3 4 b lzo n .vzr oo a ,t . . ,.,, „ ,,.: , • ,.,. ,, pavers air-entrained� ! .z entraznc c,otzerctt: steps t /6xti c , „ . .: }: Z 1 ,,:. ,. � b/fi WWM over ravel drama e fill Q t ., _ g Q 1,. w 1 17.0 t .g 1 . ., ..; �, .:. . . ,: U LL _.. , ., UJ Pool O CJ Construction Set 1 ��. + s I— _ 1 Q i', B .� ;. ., ;:. 1.. a ,,.x Xa 1„ � ;, ��I\� I r, Project #: .. _.: ., ._ .. ,exp.:+, ,.� , ,,,:, �;. ., r... , ., x ,.. .s ''.. .. rnoutdoor p les - - - _ . - - -_ . d . .r shower_ sta awn t s' 14004 - .n_ . �.:. _ .�..�. ....,�.. . . _.....� _.. �. �.. ....�.. p „ p Date: slope to grade �' p D +' _ 7/ 16/ 15 `11I FOUND 1/2” IRON fence, fenoe: fence _ e , a Revised:FOUND 1/2" IRON : + , .+ ;._ _ Revised• PIPE,L61048 129,94' (ACTUAL) 129,90' (PLAT) 129,94'(FIELD) LOT 4 PIPE,NO CAP r `allt�ser�t' ' ' dltt�� setvt3er€) a-}�- "; canc'rtel 4' etc p :: R R• �I 10 / 12 / 15 over celatzpal'i.>e earth P , ,• � 0., �, p a .$e, ; •a'V..R,� l.+ ..1 1.L" .., A 4;+ .,, e'l:° as.1'9,• •x, A'1�` •:,.°1'1.' .:,.1"t.'. •^I,1`R: , 1 1 t 1 1 X Sheet .I4P 1 i. @'y,r3:lo..F. :IA.�`q.t,,1.: •,.'..6;<.�`;+r...L:.�';.�,o:IA .e'`.�a e 1. A .1.. •X tl. tA+ .a�lll,. Nagl;`h. .31"`:" ila'I.d .I�l11 :filly. .Fft':61'.'•'' '�� e�.eli RRA: 41°�1i .N 4'yle aN�Ai gali «Ni1'wfi ~W�B'« �`ry a, er5:li •X: F,r .:«�.t.l;.® .ec#.o I�.� ,P«�,#i t® .e:'.�"+.,I'.® :s',9 15.w .6.e�.�I�..• d61. t 4. .a�. ! 7 X !�. .vat`Y i+ ,'•A.A 14. , ale 1..°+..1 a X`1.•..,..,a l"1 :,A ty.,..,a l'1,s....,a X' 1+'1.a+I',�'.«1°a t•e±H-14..I'I r..10x. !.'..1°.!.I!.r..L.. !�..h, A1 . 2 P "+:A:r.,,.a:1 a" ".":1«r ..w;A ..5r° A ,v 1 -4: I .1: SITE" AA4PLANEPRICK,�_.. W! -P�fz SICK XTERIOR STAIR BOT I"Om LANDING Floor Plan Notes Wall Material Ke ;., �►' \, f x \\\\_, wall.as detailed e ewhere-`------. �-- r. Do not scale Drawings. Use only dimensions spawn on drawings. If ace brick wall`as'detailed elsewhere - window(see details elsewhere)- ,J/ g Y $ Ek Sari jIiauB(r4 '97- dimensions are in uestion the budder shall be res onsible far obtainin EF`San JuanBC4o97 Ix4 jamb casing---- -`� - q p g EF San JuanBC4o97.-_ clarification before continuing with construction. Builder shall verify all dimensions&conditions at jobsite. 1777=22=2= filler brick as 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 wall as detailed elsewhere-- j Builder shall establish finish floor elevation in consultation with 3 homeowner. Builder shall take into account design intent,including number 1, of steps, water table masonry, etc. Builder shall also assure that there is interior insulated wall(a1i exterior walls are to be insulated 4 __ 1/4°"reveal to frame(typical) - adequate clearance between finish grade&an wood construction. unless noted otherwise in Wall Sections) s any adjacent .F San Juan BG o a ry� I 4• noted otherwise or unless gs huts wall finish of wall unless '�°"�'•'' ix call cut as Shawn over 1„ is narrower than 1/1 In this case, , ' J '4 y7 , . casing install door frame with appropriate m space against liner and stud. Do interior ax6 wood stud wall(all exterior walls are to be 2x6 not omit stud or liner to get the door closer to the adjacent wall. In cases ,,,�...,1.,,•1�, f„ ,,,« �.,, cis-a�;; - 1 shown approximately in enter of a wall, locate i d s nes e otherwise Wall Sections) where a door is sho 1 he c e door 'n wood stud wall unless s not d in ------- - --------_---- -- -- - - - --- 4 Copyright C2015 Starr Sanford the exact center of the Co z/4"reveal to iia e (typical) S. Verify window rough opening head height with Elevations. See plans & Design Associates, Inc. All rights 1/4"reveal to frame(typical) exterior elevations for window alignments, window types & muntin wall finished both sides reserved. The design concepts, Ix4 casing-- - patterns.Adjust head heigpts slightly(less than 13/8")as required to course drawings, written material, and door or window(see details elsewhere) ,� with masonry veneer, if an Provide filler strip between window and specifications of this document are door orwindow(see details elsewhere) , ' , ' . ` . ' . ' ' . ' . ' . ' . ' . ' • ° • ' • " y 9 Y• P the property of Starr Sanford.Design masonry sill if required to allow the masonry sill to course with surrounding wall finished one side Associates, Inc.Starr 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. C whole in any form without the 7 Refer to plans & exterior elevations for window types. Coordinate Insulation Schedule written consent of Starr Sanford. operability of windows&direction of swing of casements w/homeowner. Design Associates,Inc.Do not scale • , p t3' g Exterior Wall Sue Minimum Wali insulation Minimum Roof Insulation drawings.Use given dimensions only. 8. Walls,ceilings&floors of ancillary spaces such as closets& storage areas _ shall match to rooms the serve unless noted otherwise. G If not shown, verify the correct y 3-� sees s -13 -3 dimensions with Starr Sanford 9• Coordinate location of utility meters on site to be away from public view a or 2x studs -L9 3 Design Associates, Inc. Contractor A2 * 1 and to minimize visual impact from any area of the site.Hold meters as low or 2x studs -20 - o shall check and verify all dimensions as possible to allow more effective screening. ea e areas o t is ui mg are o e msu latel,w e er s own or-7-7`77701.1n in wa and conditions of the job site. 10. Sprinkle powdered baric acid onto bottom plate of wall at a rate of I/8 cup sections.Unheated areas may be insulated. See wall sections for clarification of insulation wE °"^ "c" "^" °"^'"`" er 2' of late except 1/ cu per 2' of late in walls adjacent to kitchen locations.Ceiling insulation thickness is based on exterior wall insulation thickness,not on °°" "°" 3" 3 3'° p P o P P P 1 ' size of anterior partitions.The Architect strongly su suggests spray foam insulation equal to 1 3,1 2 p CASING ELEVATION SECTION SILL ELEVATION SECTION „ CASING ELEVATION SECTION „ bath d other wet e food storage areas. Boric acid shall be installed Pgl � �' Y q A2.1 19-011 immediately before installation. of insulation in insulated walls or Icynene,which seals drafts much better than fiberglass baits. immediately before installation of wall finish in uninsulated walls. Walls with exposed cavities do not need to be treated with boric acid. 11. Prefabricated fireplaces and flues shall be UL approved and installed as per FIRST LEVEL WINDOW SCHEDULE FIRST LEVEL DOOR SCHEDULE manufacturer's specifications and accepted construction practice. It is the FIRST LEVEL FINISH SCHEDULE builder's responsibility to assure that all applicable codes regarding fire NUMBER LOTH HEIGHTTYPE, DESIGN NUMBER qty IDTH EIGHT "TYPE REMARKS __...-- _-_ INCHES INCHES �-----__-_-- se separation,use of materials &other fireplace criteria are met or exceeded. -- - -- - low -- ___ NUMBER ROOM NAMF. FLOOR BASF. WAINS CHAIR WAIL CROWN C,EILINc; HEIGHT REMARKS li p IA 36 84 Double Hung 6 hie-abOVL_/_1 light hel0�[' 't 3-point lock&operable shutters I. MAT'L. FINISH NIAT'L. FINISH __ - -- _.__.___ __._._ ___ _..__.__. ___-- _ _.-- -_.-__--- __._ _ I2. Builder shall coordinate flue height t(7 match Ch1iIlne height shOWn. aII IB 24 i 24 �S ecial-Owner to rovide Iii 1 36 96 Solid C)�vner to selec - _.-_ Tab t e none none none o en.rafteas #1 Oyster Tabby Stone w/matchm bullnos - - ---- �i 3 96 Full lass exterior use approved 3- Dint 10c1.&screen door See Detail 1/A2.1 I0z Front orch a b Son on __.__._p -_ Y _-__ I elevations. IC 24 48 Casement 4 lite above/1 li ht below i as 1 6 - -- -- - -- --- ---.-- ---.._ ------- -- 3 .......... ....... _._.___.-_.__-_ _ -...__pl__..._...__ P....__.__ .._,__.-. __.__.__._.._...___ _____._._._---. -_ _------ -- _-- .- ------ ---------- __._-- -._._ _ { _ r•G° 102 )~over Wood Ixio w/CAP none none Wood amt Wood Io' o" Paurted vvaod helms as shown on�platl install moisture-resistant sum board in z0 32 48 Double F�ura= 61ite above/ 1 li it below Io 1 36 96 Full la. etteru r - --------------._-. _.._._.. ---_-._._ _._..------..-- -_-_--- ----- -._-- _.__ _ .P_.___--__ __.___-- --. ..._.._._-- ---..-- _-- ------------__-.__ _ If sum board is used sta ? Full ass exterior 8'Shdaal door unit 103 Pant Tile TILE none none gyp.bd. ,punt �wM 4r gyp. bd_- zo-o Owner to select floor material. IE 36 60 Double IIuu 6 hte above/1 h ht below Ia 48 96 - - --- -- ----- - --n - -- -- - ------ -- -- - - - -- -- -- --- ----- ----- -- - - - - - - restrooms&other rooms where water is resent. ------ ------ --- ---- g -- --- -lite -- To Bath 'Tale 1x10 w/cAP none none--,,-,,---Wood aint wM 47 Wood Io-0 C.wner to select floor material Ir 36 84 llouble Hun 6 lite above/6 fight below 1a 36 96 15-lite doable french doorrequirements 5 . _._ __ _._._._.-.-. -- - .__._. -- - --------- --- - --4 ----- - -- - -- - ------- --- -- --�--- ---- -------- - --- . .---- p------ ------ - ----- ---- -- - -- -- ------- - ------------ ---- - all shelving n storage re e with ._�.____._..� _ - - - aq Budder shall coordinate a s e g & s g ia6 36 96 15-lite double franc}/door ------._._ .---._._. za5 --iKitche - - _ -- -Wood --- zxzo w/cAP pan-e- -- - -- none m --Wood paint ---IwM 47 1x6 aanted_T&G Io'-o" .._,_._._� _. __...__, yfrench Sees- -- Io6 -- - _-----_ ._._ ___.__ homeowner. 4 Stilelme Plank n _.._ Drain - - Wood Ix10 w/cAP none rnone __ Wood paint wM T7 Wood 10 0 -- __._.._.ine _Seri_..__. _..._ -------- -- ------- -. --- - -.- .. --- ---- {--- -.._..._._. - 1- ---- -- - --- :---- - - 1a Lavin Wood zxzo w/cAP ;none none wood aint ------- wood shown-Living - -- - -- -teff- _ _. ._._p;._._._..g_ .... _. ..-__._, .. ___._ _._._ __._ _.____._.-_ _.-- _ + { - r finish wall t fixture on either e` > 7• Covered Breezeway• Tabby Stone none none none o.en ratters #1 Oyster'labb Stone ti /matclaan bullnos not less than.the following clearances from fi. S o Io 1 36 96 Solid Sl 10:1 ) Sti]elaaie -------........... . ..._-.-..._____ ___.._____..___ _._.__ ,--___--- -- 1 1 3 a e enan G-1o9 Gara> -- Sealed Concrete none pane none -_+gyp.bd_- paint_ __;none___._.gyp' -bd. --__ -- id-o° -- - Side: Lavatory:a5".Toilet:a8" a o 1? g__ __ _..__ _.__.-.__ _ _.._. - --- - --g- _ .. ----- c 1 36 _96 Full ass exterior _.____-.___..........__ ._ ___ ______ _ ---...-- -.-_-__-- - -_--- G-110 Garag Bath CEMENT TILE TILE none none gyp.bd. paint none gyp. bd. 9'-3 112 1 36 Sfi Fiberglass,_.._ .___ .___, ...__._____..._-_.. _ _ ------__.- _-- ---_-._-_ -_.__-_.-----------_ ---- Wood flooring t be:White Oak,wide plank,random width .......... ___ __ G-I I; 96 Garage Door Insulated vertical lx6 design v�/later .--- -- --------- C- - -- --.. --- -- 1 i4 w 1 108._ 96 Garage Door Insulated,vertical 1x6 design��/lltes -. 36_.__-.__ 80 Solus Plank Door vertical 1x6 w/later c 1a6 1 30 80 Solid SP101(7 Stalelatae 1'lanit Series ____-_ 24 80 Louvered doors 24'-0" 28'-0"+/- 371-0„ 101-0.1 4'-6" 151-0" 4'-6" 1 11-4" 5'-4" 1 1'4" 2'-0" ----7'-7" 101-5" 141-0" 3'-0" ' 2'-2" &.01. 31-4" 3'-4.. 8'-0" 5'-4" 7-4" 3'-0 --- -- -_--� - -- - - - --- __ NORTHERN BOUN ARY al Poo 1g H 21 24 A A9.3 A9.2 A9.2 A9.2 A9.2 O 1D 1E tE �. 1E _ 1E IA b hose G1 15 hose bibb O hose Bibb bibb - -_. ._ . . ... - W�lk r o u _._.__.--- .-.-.-._,--------...__._._-_ N - ---- - ------ 4 1 46 23 beam abov - beam above -8"Tee 73-1=w-3e® 8"dee/3 172 wide o earn - - __ - -- - beam above ! 2"Isokern fireplac beam above workbench --- j z I I propane lgas I I A9.1 15'-41•• t.. 5'-9 4' LS" 5'9 2ss 8° 5'8 a 20 new sink ! z " S ��- I A9.3 Storage I I I A9.2 .,_ 1 I I I I I I - I I I I I 1 1 1105 .vw-.___._...... _...-.-.-. _._-.---_.,_ . I 4� I I I I I I I 1 ( a I I �,I step down 4" step wn 4" m > Covered � � o rnrs a Dor � L ------ � " I I I , I I I I togs Breezeway >_ B ISI 10e 104 Dining Ig � I ------ o A9.3 I I 11100 I I I° I Living I ra II E a i a 107 n. Q1 Ira I I 1� 1I Front I r--- - c v I �° I I'° �mP F: I ! I I I I I I I I I I Pre 2, II II I � G114 ' ----- 3 beam ab beam above begin above 1'-0" 2'-0 I A II II I A A9,1 + r A9.1 . - .. -. .... _. _- m __ _ __ __ ___ I , I I I ( step awn 4"' removeall , -------- 0 - tQ niS a QQ nt " �' � II II step ow 16" @ _' Q c Gara e A9 2 M provide in-wall wood blocking as required m - 9 A iV a G 1 i T - - _ _ _ _ _ _ _ - - _ _ _ ® _ _ ® ® _ _ _ _ _ - - .- _ - _ _ _ for all cabinets,wall cabinets,tow m 3 g" �'�_ m N c'1 G-109 align doors 8 head heights a um accessories I I ( I I I �p step awn 5" ! � beam above 4'-6" 3'-7 4' 3 a IX 8"deepl3-1/2"'wide �.. 7 108 -- -.- E.x 8"beam above I I I " _ - r-� _ remove walls � ° I3'-31" I � =iv A t0 ®-_ O 109 101 __ ..,.,. ar __._. ( 3'-1 1 j r--_-_1 m N) d -iv Foyer w I Ste do R 4" A9.3 - A9.3 a i u _ �c`I - - - - - - - - w g' 102 V ( .gyp its e oo I G1 13 + v m L----- _ pg 0 t3 r3 el' I I v) m Iti ti t c 1 d .N ° _ 31-8" 3'-4 1.111'x 8"beam above m I I _ Kitchen � Bath a � ac ^IN 101 ...._,...,.-,... a N 1 105 j $ ld 103 h m E m �p inl'v v' {!1 a m az c c r----- m �• c 1 GQ " INvoo - - - I 2'-3 2'-3 I tr.�m ea � i � - - - - - - o utility sink i =iv - - - 1 $1 C1 w a 5r - 4'-3" 1'-2" 10'-3 I I with hose bib � 10 11 as faucet >F 5.-3" 4'-4" 5'-1" 9'-4" - e - ---- Construction Set 11 " MOVE WALL 5 -Y - 2 4'.11" " H x 8"beam above 1 I G 1 16 G i 17 El 41-6-111 CENTER 4'-6-t' CENTER yN f° Pantry tc 110 104 I I I Project #: t0 washer dryer 1„ - I 1 1 I 14004 h B eo UP +•r UPI 1 8 __ I p 0 0 k 107 - - Date: G 1 X 0 N provide d er in-wall I I A9.1 1 C _ ,. �a 8" cept3-1l2'"w oa A9.1 p a®apr3-uz"wide M beam above 7/ 16/ 15 yen box _.__ u, m�Qy�® .,�°,�.. aT .r... . X102 Revised: outdoor shower ate of r swing hose bibb o g nose bibb g -- 8 / 21 / 15 m pebble floor i N 1c 1F 10 /21 / 15 m 21 A 12 / 04 / 15 A3.3 A9.2 w bench w c louvered wall �'`-(,� 13'-2" 31-8.. 9._5,. 71,9" 61,011 Sheet 8'-0" 12 2" 3''O" 101 401.01 T,O° ------ ------ ------------- --------- -------- -- ---- ----------__------------ -------- ---- ----- _ .. .. ._......_.__ _--------- _----------------- ... ..._._..----------------- -_ _. _..-,.,......_......._.. � -- ------------------------------------- _..... 241-011 28'^0" / 47'-0 ---------------------- -----------------------------------------------------------...... ----------- ---------------------------------------------- ------------- -- -------------------- ----------------------------------------- gate FIRST -NOR U �L.J PLA 1/4" A2.1 840 sq ft this level 1,319 sq ft this level 111-o" 6 2' 4' 61 9' 10' 12' 14' 16 SEE SECTION OR NOTES C11' UNLESS NOTED) SECOND top of finish stringer bey nd ELEVEL DOOR SCHEDULE White oak tread w/integral 1"nosil &3/4 ( Floor Plan Notes Wall Material lKey integral or applied(shown)cove at � 1 NUMBER qty 1DTH EIGHT TXPF REMARKS Contractor's option LI'_I_C, U_ JN_( 3 -------._ _. 201 1 24 80 Solid SP1010 Stileline Plank Series __ ___ ___ face brick of ]- 30 -�- BQ--- Soh=i-SY1010 StilElme Plallk Series I• Do not scale Drawings. Use only dimensions shown on drawings. If w zo3 - 1 30 �80 louvered - ------------ _ _ __ ----------- 202 _ dimensions are in question, the builder shall be responsible for obtaining O -- -- Solid SP1o10 sliding Stileline Plank Series Sliding door clarification before continuing with construction. Builder shall verify all filler brick 1 z R29 2 30 96 Sohd SP1010 _ Stileline l:lank Series _ _a _ Solid SP1010 Stileline Plank Series dimensions&conditions at jobsite. --- -- -m 3 2. Dimensions shown are to one side of interior walls or to outside face of 1 36 80 Solid SP1010 slidin Stileline Plank Series Slidin door firebrick --- -------- - .z-�- _-- --- ---- ------ ---- - -- -- -- --- - stud or masonry on exterior walls unless noted otherwise. 1 36 80 Solid SP1010 slidin Stileline Plank Series Slidin door 3 3. Builder shall establish finish floor elevation in consultation with I 1 32 96 Solid SP1010 Stileline Plank Series ________ homeowner.Builder shall take into account design intent,including number interior insulated wall (all exterior walls are to be insulated om of finish stringer -- '�� w 2I2 1 32 96 _ Solid SP1010 Stileline Plank Series------ - -- � of steps water table masonry, etc. Builder shall also assure that there is unless noted otherwise in Wall Sections) G 21 Solid Plank Door vertical lxfi I oak riser cut from ix'8------ --3--- ----------- ------- -- ---- - - -- --- - --- -------- z - - - - _- - adequate clearance between finish grade&an wood construction. rouges, cut from zx8 ,this member � I r,-2i4-- 1-3� - --80 -- Sohd door«-/Hite- --- half lite above/_. panel below --- -- d $r y wills arm rc wall to all,so this Stan. c-2IS 1 E0 80 louvered bi-fold unit q° Locate doors so that door casing abuts wall finish of adjacent wall unless --- p -`- - - -- - --_- -_- interior 2x6 wood stud wall all exterior walls are to 2x Q t ( be 6 .-,! r,-z16 1 32 80 Solid SP101.0 Stileline Plank Series _ noted otherwise or unless door casing is narrower than 3 1/2". In this case, does not req enter carriage) --�' � z -- _-- _--- _-- tread cut from 2X - � 0 G zi7 1 30 80 S01id SP1010 Stileline flank Series wood stud walls unless noted otherwise in Wall.Sections) � 30 SO -- Pu1I ass_ - - shower door -- - install door frame with appropriate shim space against liner and stud. Do bottom of carriage be 1 notched frons U G-2I'8 1 gl : Copyright (02o15 Starr Sanford 2x12(do not oversaw n� s � not omit stud or liner to get the door closer to the adjacent wall. In cases Design Associates, Inc. All rights see elsewhere for finishes � W where a door is shown approximately in the center of a wall,locate door in wall finished both sides reserved. The design concepts, a m SECOND LEVEL WINDOW SCHEDULE g the exact center of the wall. drawings, written material, and NUMBER WIDTH EIGHT TYPE DESIGN g ' INCHES INCHES 5. Verify window rough opening head height with Elevations. See plans & specifications of this document are 2A 36 60 Double Hun- ^- 6 lite above/ 1 li ht below wall finished one side -_� _� exterior elevations for window alignments, window types & muntin the property of Starr Sanford Design 2B 24 48 Double Hun 4 lite above/ 1 light below r -- -- patterns.Adjust head heights slightly(less than 13/8")as required to course Associates, Inc. 1�o part of these zc 24 L24 Fixed _ 4lite opaque lass _ zv 36 _ 60 Casement 6 lite above/ 1 light below - with masonry veneer, if any. Provide filler strip between window and documents shall be copied,disclosed zE 32 60 Double Hung 6 lite above/ 1 li ht below-- masonry sill if required tQ allow the masonry sill to course with surrounding Insulation Schedule to others,or reproduced in part or 2F. 24 . 48 Casement 4lite above/ 1 light below -_-_ whole in any form. without the - - -- brickwork. In ria ease should brick be cut to either course with the head or Exterior Wall Size Minimum Wall insulation Minimum Roof Insulation zG 30 38 _ _ Double Hum 6 lite above/ 1 limit below__--______ z Stu IS -ii o written consent of Starr Sanford ------ \ 2x 24 ! 60 Double Hun 4 lite above I 1 light blow the x111 of a window or door. --- --- - /8"steel studs F R-i) R- o Design Associates Inc.Do not scale 2I 28 ! 54 Double Hun 6 lite above/ 1 li ht below 6. Window sizes indicated On plans are generic sash:sizes. E 6" or 2x6 studs R-I= R 8 drawings.Use given dimensions only. 7. Refer to plans & exterior elevations for window types. Coordinate 8"or zx8 studs R-20 `R-6o If not shown, verify the correct operability of windows&direction of swing of casements w/homeowner. All heated areas of this building are to be insulated,whether shown or not shown in wall dimensions with Starr Sanford 8. Walls, ceilings&floors of ancillary spaces such as closets&storage areas sections.Unheated areas maybe insulated.See wall sections for clarification of insulation Design Associates, Inc. Contractor 3 c 1 l%2 shall match the rooms they serve unless noted otherwise. locations.Ceiling insulation thickness is based on exterior wall insulation thickness,not on shall check and verify all dimensions WOOD STAIR DETAIL size of interior partitions.The Architect strongly suggests spray foam insulation equal to A2.2 i -O q. Coordinate location of utility meters.on site to be away from public view p g y� � P 'y q and conditions of the job site. and t0 minimize visual impact from any area of the site.Hold meters as low Icynene,which seals drafts much better than fiberglass batts. as possible to allow more effective screening. 10. Sprinkle powdered boric acid onto bottom plate Of wall at a rate of r/8 cup SECOND LEVEL FINISH SCHEDULE per 2' of plate except r/q cup per 2' of plate in walls adjacent t t0 kitchen, NUMBER j ROOM NAME FLOOR BASF. I WAINS I i CHAIR I WALL CROWN CEILING HEIGHT REMARKS bath Or Other Wet Or food Storage areas. BOr1C acid Shall be installed _MAT'1._1 FINISH -._;. ___.--_ 1 MAT'L __-_.,..._.._ FINISH - immediately before installation Of Insulation In insulated walls Or 201_______ Hall -- --- Wood ---.-l-X8-W-/CAP W/CAP ;none -!- - - 1 none gyp_lid_ paint-__- WM 47 - gyp._bd. - 9" o"--' - --- - ----:- immediately before installation of wall finish in uninsulated walls. Walls zoz- -Bath--- - .. _._.._Tile---- The------ none- - ------none__ ;g31�.bd I?allat-- y M.47 gyp.bd -- g-° -- --------- -- _ _ 203 .Bedroom 1 Ca et 1x8 WICAP none 1 none ,r .bd. Sint wmt 47 gy_P._bd. 9 0" with exposed Cavities do not need to be treated with boric acid. ---' ------- -----'------ ---- - ' - - ------- ----- ---+ - - - + ------- -t __p R- „ 204 Master Bath Tile The PTmi none cone 1_bd Sint WM bd. o ______________ Ir. Prefabricated fireplaces and flues shall be UL approved and installed as per 205 tWalk_in Closet - - - _ ____ manufacturer's specifications and accepted construction practice. It is the -- P p p 2o6 !Hall Wood IX8 W/CAP -_,1 none_ none._._:_gYl>.bd.. _... oaint --- v x 47-- �' bd - .__-x-98 °,i--- - ----- ------ -- - - - - - builders responsibility to assure that all applicable codes regarding fire 207 Walk-in Closet Wood IX8 W/CAP inone } --none bd. paint --WM�7-- gy�._bd. -'9'=0" -- ----- ---------- P }r PP g g -+- - - - - - - --I --- - - ---208 Master Master BedrO m Wood _Ix8 W/cAP none ynone yTl.bd. - _- paint___ WM 47 gvP.bd j 9' o" - - __ _ __ separation use of materials&other fireplace criteria are met Or exceeded. r 9 209 B8dY00111/Study --- CarpeC 1X8 W/CAP hone_--- _ ----- YlOrie_.._ ..ipeCkY Cypress _ ----_.-- WM 47.--.pecky CV�esS�9'_O"_--I_____-- _ ---- ----_-__ flue h to Ch n t S on ----- --- 12. Builder shall coordinateeight mat chimney height shown G-2I0_ I Kitchen �OOd IX6 WICAP !none � - 1310118 !�Yp_bd-_._._.._._ paint _ WM 47__ g�r�_bd_. 8' 2n 4n Oak flooritl _--------.__-_-__._ _ -- -- „ -- -- - -- _.-- ---._- I elevations. h'y c-z I I J I,ivin -WoOd_..._._ Ix6 W/CAP.. none ..._..I. -..._1 none.. . ,gyp. bid._ paint--- M M 4Z-- g!P_bd.---- 8_z--- 4 oak flooring - 3 G-212 1Bedroom ;Wood ix6 W/CAP none A none gyp_-bd oalnt WM 47 �:bd. 81-21, 4 oak_tloorin ______ If gypsum board is used, install moisture-resistant gypsum board in + t " n n G-213 I Bath 'Tile TYLE none none ;gyp,bd. paint tivM 47 gyp.bd. 8"-21, restrooms&other rooms where water is present. Wood flooring to be:White Oak,wide plank,random width 14. Builder shall coordinate all shelving & storage requirements with Stairs shall be wood homeowner. 15. Center plumbing fixtures in space provided unless noted otherwise. Provide A not less than the following clearances from finish wall to fixture on either side:Lavatory:15"".Toilet:18 44 24'-0., 40'-0" 3'-1 O" 16'-4" 3'-1 O" 2'.01, 35'-0" 3'-O"1 V 12'-0" 12'-O" 6'-1 1" T-O" 6'-8" 10--11 3--1 1" 3 e 19 B 21 24 A� A9.3 ° A9.2 A9.2 A9.2 A9.2� t , provide in-w II wood blocking as required o I 2F 2F 2F b for all cab nets,wall cabinets,towel t and lumbing accessories 2C 2C 2B 2A F 2A 2A - - + _ - -. r� _i__�_ Il ,- I ',. l li ii r T ii I' lIl II 12"shower seat bench 23 j f , .I ;n I; !; II " ;, ligi;: --_ __ - t y II T 2' 10" II (' !i i! n I i A9.1 i infinity drain •J •17 Ii! v I b Walk in it !�: !I I'', ! ,i! 'i :, .I i I ,; I i !, '' !! i!I h '.' il' � c O �; II Ii nI I! !il Ii, I; III % ( l l li rain _ - 20 I I i. I. ,, ! .I i. I i. ill III 22 �, orf _ �! o ow r 3 Closet A9.2: jl !( s o s0 a� ----�,� 2B - �.o !; „ ii !li, ,;! !'I head N h 205 _ --._ ;.i ,,, _ 1,:. ;! :; iIi i! '!! i; li; Il .;l ,! iii ,! ;i I. ,i i. ,I ;; I. I(i - _ iD Bedroom -.__.- ;!; i., l !: iiI !I Iii ii i! !il iii i! ill iiI j;l ill l! jil '�O I __ __ '_.�.""-' N G215 l! - I' it d >w $'S" 17-0" zA G-212 !i! i'', E,: 1" 3 5'6" ; O - .. Ii ( _. iii ii ,i 208 0 ii' (i' 1, L. 207 - b a wall e - half it b low _ __. !l i; p !; i, it it hi li 4i it ,, li � ,I i 1 (I ! , I ,; li •3 �,m __.. 4 i ,( opaque glass wa/I o 1! Ii, _...�'� _._ il! 13 !' il! � iI li it i! li i �1j i. If,j I! !'. !! iii I! .ii:) l i• �:, I ! EI, J ._. __ iii I; II ILI Iii l; !I ! 21 'I m UO Hall 21O U -..Q ...__._._ .___._-_. „! A9.3 ,n ! i ; I li !, (I I' Ii :;i li ,i sl III I: ;' is 1' !il -�) I� c - ---- - A9.3 _...______ _____ __ ; I ii ; 11 I. ! "I - r' � i. iii I ,I m °' (� =� Master I L Master �) 206 Bedroom 2A - G216 - - 208 ---- -- ----- -:..-- ------ n III11112-0-9) 3 Bath 0 i I I !ii !i ii, Ii it it !il II iiI ii ! Iii i,! r II n � $� o 21 _ co 0 it ° iI ii Ii I i! it ,I II 204 , : b va ar , 0 2A - ' Walk m ro .c y c o 21 ;, il; Iii � I,; II it I i; ,) I !; I ii i ii ! li' !i '! 'i ii ' I`! c w •� � � ' � _ : . er II II ! iii iij I!i iii ! i! I'i u y _ - Closet ¢� bID III I, iiI I ' il, ;I iii !i iii � i; li Ili U m linens m i II'il i I i! I li I � '' i I i i I', i! ii I. li ! b e 1 hers !iii i, ,) I 1 :; I ii I TKA , ii !1! ! i i i I! jl( it ; 11 I;, I' li! !il ij `i O O � N 1� tC :..._.. ! 1 1 !; , li i., i; il) ii iii li Iii i; ii :i i, :il is !i' !, ll' 2Q� �, '� W ....w._.__._ _s.�........._. _,., ._ ... - I I i. iE: tCiw@t$ � S-... .._-..�-„-.._:..,.. , I' !, li' !i III i! ill i! ;li iii ;! iiI ;! !I li iii A it ;li (! lli ' ro A .__._-_.___ -_ ,' I 1!. I. . :; .I .i it 11 ;, iii l; ,,, ,., ___ _._ ......_.. _.r... G 210 __ !1 n I; i'. n; w 48 - - _. _,. A9I __._..-... 2G I, ,, is : !, :,. i' i. J 2O 3.O 3O ! n --Skelf&449d-- HVAG f - - - - - - - - I 3 ------ ------- __. ....... linen __ chase _ iVw 2G __- a 4 L1Vlrlg --_. 2G -- 21 t _,_ in .._... _ m M 205 201 M CZ �. 212 El G-211 __.__.__ I I 9'-3" 2'-9 1'9° 3'-10" 2,_8,1 8'_2#' 8,,6"1 31-011 O ! _i 206 o Hall o 201 A A 2A _,_m_.:.w 202 3 __ a3--1 2E .,.. 2G __..e: i 4'-1" UU w 3'.1 O 8.2 4 1 3 1 0 „_. 2G -- G214oil (' o I n @J - z. - _- � ... �A>-L_JF Bedroom e 16 G213 �I _... Alli 203 Bedroom 1 turfy 2E � Bath G218 Bath_ ° ,mm _ I mechanica a w 209 storage ^ G-213 202 m � , 2A -. U) - ------ ........._..__.__--. _._._._._._ ___-. move door to align on C shower w I I ..m�„� � 204 �- , 1 �� Construction Set 3 medicine ( 3 2E _. .. 8„seat m d0 u° abinet above ('� I 2B 28 , !I 203 _ l -- 71-1 t` a r,n 14004 ' _ a wn I I 'T --- 61.4" Date: - m _.,._.- A .1 I J 7/ 16 / 15 - Provife 2 led strips in light trey above ` .il Revised: ised: handrail ` ,. ;:= iiI ,II li iii is SII i, '1 il; I i i t •�{t iii i II i ; it "I lI 111 I `i 20 / i 1 ! EI 1 / 15 2A 2A aA 2A 28 A 2A ( <�A> 12 /04 / 15 21 A9.2 A3.3 I 8'-10"VERIFY IN FIELD ,31,011 71.10" Z�811 11,t ( 8,•1 41-5 Sheet 4,_111 15'-0" 4'-1 1" 13'6" 15'-2" 111-411 - - _ - A2 * 2 ---- ---------------- ----------------- -------- ------- ---------- . , ----' -------- ------ --- -.. _,_r_.., ._T _._ -:_ - - - 1 it -------------------- --------------------------------- 24'-0" A2.2 LEVELSECOND L LA ,`®n` 600 sq ft this level 1,334 sq ft this level Floor Plan Notes Wall Material Key 1. Do not scale Drawings. Use only dimensions shown on drawings. If face brick dimensions are in question, the builder shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all filler brick SECOND LEVEL DOOR SCHEDULE dimensions&conditions at jobsite. 2. Dimensions shown are to one side of interior walls or to outside face Of NUMBER qry WIDTH HEIGHT TYPE REMARKS stud or mason on exterior walls unless noted otherwise. ------ -- INCHES IEs . .- - ------- --- - masonry firebrick 301 2 30 8o Solid 3. Builder shall establish finish floor elevation in consultation with - ---- 80 - - - ----- ----- -- homeowner.Builder shall take into account design intent,including number 303 2 36 80 Solid of steps, water table masonry, etc. Builder shall also assure that there is interior insulated wall(all exterior walls are to be insulated 3 3°4__-- 1- 36---_ 80------Solid --_- -- --- -- adequate clearance between finish grade&any wood construction. T o 1 24 80 Solid EX osed track slider 4. Locate doors so that door casing abuts wall finish of adjacent wall unless unless noted otherwise in all Sections) �,,:,,..,,. , ,,, ;,,, ,,,,«^SI3s• noted otherwise or unless door casing is narrower than 3 1/2". In this case, install door frame with appropriate shim space against liner and stud. Do THIRD LEVEL WINDOW SCHEDULE not omit stud or liner to get the door closer to the adjacent wall. In cases interior 2x6 wand stud wall(all exterior walls are to be 2x6 NUMBER _'WIDTH HEIGHT TY DESIGN where a door is shown approximately in the center of a wall, locate door in wood stud walls unless noted otherwise in Wall Sections) INCHES INCHES _ the exact center of the wall. Copyright 02015 Starr Sanford ^A____ 32 54_ Double Hun= 6 lite above/_Llight beloyv___�__ 5 Verify window rough opening head height with Elevations. See plans & Design Associates, Inc. All rights 3B 32 48 Double Hung 6 lite above/ 1 light below g reserved. The design concepts, exterior elevations for window alignments, window types & muntin wall finished bath sides g patterns.Adjust head heights slightly(less than 1 3/8")as required to course drawings, written material, and with masonry veneer, if any. Provide filler strip between window and specifications of this document are mason sill if required to allow the mason sill to course with surrounding wall finished one side the propertyIn Starr Sanford Design masonry q r5' g 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. C 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 wlliomeowner. Design Associates,Inc.Do not scale p ty g Exterior Wall Size Minimum Wall insulation Minimum Roof Insulation r 8. Walls, ceilings& floors of ancillary spaces such as closets & storage areas 2x4 sEuGs i _ drawings.Use given dimensions only. shall match the rooms the serve unless noted otherwise. If not shown, verify the correct Y 3'5 steel studs s -13 -3o dimensions with Starr Sanford 9. Coordinate location of utility meters on site to be away from public view or zx sus -19 -3 Design Associates, Inc. Contractor and to minimize visual impact from any area of the site. Hold meters as low or zx sus -za R-66 shall check and verify all dimensions as possible to allow more effective screening. MUFF areas a is ui mg are o e Insu ate ,w e er s own or not s own m wa and conditions of the jobsite. 10. Sprinkle powdered boric acid on bottom plate of wall at a rate of 1/8 cup sections. Unheated areas may be insulated. See Lyall 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 strongi 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. 11. Prefabricated fireplaces and flues shall be UL approved and installed as per manufacturer's specifications and accepted construction practice. It is the builder's responsibility to assure that all applicable codes regarding fire separation,use of materials &other fireplace criteria are met or exceeded. 12. Builder shall coordinate flue height to match chimney height shown on 13. elevations. If sum board is used install moisture-resistant sum board in gypsum gypsum restrooms&other rooms where water is present. 14. Builder shall coordinate all shelving & storage requirements with homeowner. 15. Center plumbing fixtures in space provided unless noted otherwise. Provide not less than the following clearances from finish wall to fixture on either side: Lavatory:15'.Toilet:18". 40'-0" 2'O" 35'-0" 3'-0" 101-11, 16'-5" 6`-1" 2,e5,t ----- 1R 17-6" 17'-6" A rn A9.2 2 $ 3A 3A i � S fl !!! I i i i III! ISI it I i - 313 3rd Floor : 301 wW:_..... -- I• 01 a/ign doors,lighitng&outlet on CL of window i __—___ .,, ....::. ._,_....... .. . ........ ..,,.—...,. — .. .. I li t i II iii i I .. II A II 3-8 I A�.1 I ' ® new stud walls&doors m- - _ ._ _. A9.1 303 I t new light - it I :...... II I i ® ✓� .iii 'i �; �I !j li I ,., � ., I. ' it •I , i 'i i i i i i mm i I 3'-1 1 2' i ! ii ! ! - I ! I handrail ! ! li - : i �n b , t I t Cil �. .,.,^.,,,.,..m....... ! ! 1' r ..A f 3- 2 — I - loon _ L _ 3 i �� II Construction Set { I Bath l ' � ! i ? 11 3' I .302 4it ' �.. m 8"seat { i ; iii I Project #: Ii it I !i iE II I i B it I 14004 NL j A9.1 t -A( " I i� m o ligh & !i i A9.1 Date: Ei exhaust fan 36 " 7/ 16/ 15 _ ! —wall below I i I i Revised: _. —— . 3 8 / 21 / 15 il. i' is -••'! [ i `! 3' 3 3 A 12 / 04 / 15 A9.2 MOVE WINDOW MOVE WINDOWS 74 1 1 tt T_5" 19' 20'-6" Sheet 12'-1" _ ---------------------------- ------------- - ---------------------------- 40'0 ------- A293 T I D LEVEL FLOOR PLAN 1,334 sq ft 2nd level *50010 allowable attic floor = 667 sq ft allowed 660 sq ft this level __ - - � ! I I I . __ � �� .] en-itt, 1;?"... -7 -7. ..- : ..'". ... : -.'�'. ..- : �.'.*. ..* : .".,. : :::� -1 I 1-1 �_,�,�- I ," . _____7::� 5,'2�1 -I .. Note:This e and '. - .:,-.......:,-.... . _ ..' ...�I I -, - - . : :- - '. : :- - % . _____ �- I � � . . detaflil is neral in natur . . . . . : : - bulb ridge cap cut into"eagle's beak"shape align rafters either side of ridge and provide �____ -','�I '111� � "I I' ll siding over exterior sheathing over . . . . . .. .. . . .. . . as shown(w/hermied edges)---------, rafter ridge straps at every rafter to meet or __�___�___ 2�5, 1 �, , � I - : '.. ==:=� Illb".',,�.... �� I � wall as detailed elsewhere-- . maynot represent exact configurations of..-.-.: '.':.'.'.: '.*'.'.'.: %':.%'.: %,%%: -.'' 5V metal roofing(see Specs for size,tv e - - , �..... I ,� _�1111 . . � ,p exceed all wnid load requirements,and - �- , , , ,� I � ,� ,� I / .... this project. Its purpose is to illustrate .'. - , : -*-'. - , : .,.'. - - : -,-*. .., : -�'-'. .., : .... . &exposure)over 30 lb roofing felt over � I ", 1, I I 11 I I I :: . . . � . . � --= requirements of local authorities--- - - I ", I'll, metal base flashing shaped as shown , ., .. . . . .. - - - � � 7 , - "I , ', . - the various components and their : :- - '. : :- - *. : :- - '. : :- - . . ....-. roof decking over roof framing(see other FLASHINGNOTES ,_,,,,," I -, I I � I'll installed w/continuous cleat so that *, ___ t :.*.", .,: :.%'.' .,: :,%`.' -*: :-'.*.' -': :-'. , .:=�_� "I � I I' ll , . .: i . Drawings&Specs) ---------_ _=� :, , � � 11 I 1�..`�� .... i -' -* - - - - - - - - - - - - _� I I 11 I �,I fasteners / .. relationships. Confirm configurations& ;o� - - -� composite 5V baffle/seal adhered to 5V ____1 I I I there are no exposed : I . : �.,-'. .�, : ..,�'. .., : ..,.'. - , roofing and to Core-Vent above-- 1. histall. all exposed flashing w/concealed cleats. Surface fasteners of any type are 1,11" , I I: i I , --------*.,., . i dimensions not shown here w/wall . % : :� - % ., '.. . .. �. I I ,� I I I,,,�,�, ,,� I : I * I I ': I 1. i 61, 61 . :.,.,.* - : :.,.,�' ." Core-Vent or equal air vent continuous unacceptable. I,� , _� 11 � I I � I . '' I .. --- -" I I lrlc i I sections&other details.Consult except within 24"of end of ridge,where � I� .. ; __ � i ____�_ ___ . � � -- % : . I � : - 2. 1 - -, 11 .. = I � � . . . Base flashing shall be 2 ounce copper-fabric flashing equal to AFCO. Base : / W 1 _�_� Architect if there are any questions .. , . .I it shall be replaced with 3/4"x 3-1/2" --------- =====7-_ i"',� � I I X - .'. . _____ I I I I concerning this situation. .. .. solid weatherproof material such as .. -------- flashing shall run tip 6"minimum behind sheathing,when installed at wood floor I I I I '1� i .. .. 11 I ' I�:, . . � cellular PVC that does not react with � system or shall offset up i brick course minimum if installed at CMU backup. �, "I'll'', ,� �1�1, .. 11 , . . � � I � roofing material---- � \ , __ � - I- I I I blocking to match will stud thickness 4" hold roof deck,roofing&felt back � � 3. Window& door head flashing shall be 2 ounce copper-fabric flashing equal to 1� I � 11 I ____2�� i metal break flashing shaped as shown above roof surface for attachment of minimum clear air space---) AFCO @ brick veneer or shall be either i6 ounce copper or .oig factory l / I I Nll�lh� - 1'�i,;; - V,-ifl" I � . ! __________4` installed w/coiitii!2L.ipus-.�,lears-o-tli7at there sheathing&step flashing 11 I I "k-,�_,�- J/ 11 , pre-primed aluminum break metal at homeowner's option for any other I , 1-111, .... I I "' I 1, 11-111,111, i I i non-inalsoury wall finish. a_re na-expos-e-J-fastetil ers-__ 5-v crimp metal roofing turned up behind ...11 ! . . / i 101111111111111111 1 5-V metal roofing over roofing felt over ___� " ". .. /1 7 ' l __�_ --===::I 11 .. , 1% =======� 4. Eave & rake flashing shall either i6 ounce copper or .oig factory pre-primed - --h- - / I I =:�_ I plywood roof deck over roof structure________,,---' sheathing 6"minimum to seff--flas 11 i ,l,.rlJl,Adi,' !jb', 2fi6�ii"I", - I I i - 11 � � "I i - ., aluminum break metal at horneowner's option. All roof edge flashing shall --- roofing felt(lap joints 2"minimum as I i �, I 1 --- shown)over roof deck __ I M1 I" ,,1111' I i extend io" minimum behind roofing felt or other roofing material. Verify that Copyright ((_')2015 Starr Sanford -- � I i I - i Design Associates, Inc. All rights ------ ------I....----------- I � i flashing runs not only tinder roofing material, but also tinder sub-roofing I 11 1, I 1� i ___________�_ - , I ,�� I i - - reserved. The design concepts, , i material such as roofing felt. Eave flashing at gutters shall extend to cover back - -- "I i -- i � I i drawings, written material, and I ,� � i leg of gutter,but shall terminate above rim of gutter. i "I �' i _I----- ____1 "I I i specifications of this document are i \ ____ � , i 5- Chimney & cricket flashing shall be i6 ounce copper flashing (no exceptions i I i I 1 i the property of Starr Sanford Design i I I i unless roofing is metal, in which case flashing shall match roofing material). i I I----- l 1 � i ", Associates, Inc. No part of these 11 I�,�,� I I i i �� , ! Install pan flashing at chimney which extends from outside face of chimney to 11 I 11 11 ! , "I i �",?,,`,, � I , I ' documents shaU be copied,disclosed I - �3�'.�' v,��',`41, � 1 �, � I inside of clay tile flue liner. Turn flashing tip 1/2" inside flue liner. Install i6 to others, or reproduced in part or I � " �� ,�,��,�,,,'f` i i �� 1, i I i I I I i I � i I � I 1 ------- ounce copper step flashing under chimney cap flashing. Pan flashing shall overlap whole in any form without the i % � - I 11 � i ------J lv"�,,,", � � ; , step flashing 6"minimum. Tie masonry chimney to roof training immediately written consent of Starr Sanford - � j � ,,,,�, � 11 11 � \ i ' X111 111�",, I i �� , i below flashing w/rigid metal straps (1-nininium 1 each side of chimney). Crickets Design Associates,Inc.Do not scale ,,�� i ! 1',& - i �' � ,ZhY %0, �,,'�m I i l ,I 11 � �",`, 21.C i shall be installed on high side of all chimneys or other roof penetrations drawings.Use given dimensions only. , . ,�� i i I /1116;'�,',;,�'1111 6", q � LE�R M�NIMUM ll 6" i If not shown, verify the correct I "I , I , � - . 11 , ,T',YP,' , 11 `11,1`0 I'll kl',', , ,,,, -11, 11 1-_________________A1 exceeding 36" in width. Cricket flashing shall be installed over plywood roof I 0 A"111,111....�_,I �_' 1�----�, I I � I 11 I , I I I I I I . . . . J " i - deck backing. Crickets shall Slope 3/12 minitnurn. dimensions with Starr Sanford I r--R----.b - __ r"S"MM"'I i�,, 6. Valley flashing shall be either i6 ounce copper or .oig factory pre-primed Design Associates, Inc. Contractor i .- .% I ,.nl 0 :j I ; t ;2 r.. `_ shall check and verify all dimensions � _]L 1 2 1 1 I-J, 0 WALL OVER ROOFFLASHINGDETAIL I I-Oki ROOF VALLEY FLASHINGDETAIL 5-V CRImp FLASHING@FRAME WALL RIDGE CAP DETAIL ON5VROOFING RIDGE STRAPPINGDETAIL it � JA2.41 JA2.41 -011 aluminum break metal at homeowner's option i2"wide minimum centered in and conditions of the job site. I ' %MMMA "ilillilill11111111111111M valleys.Lap joints 12"minimum. 7. Gutters shall be i6 ounce copper or factory pre-primed.032 aluminum ready for � VENTILATION NOTES ROOFFRAMING -NOTES ROOF PLAN -NOTES finish painting. (See Drawings for gutter size and shape). The back leg of all I gutters shall extend i" minimum above front rim. Gutters shall be hung with � I. All attics, crawl spaces & other concealed areas shall be ventilated as per local 1. All structural members shall be sized to carry all imposed loads by a structural 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions matching metal strips which are attached under shingles. Penetrations of back of I I gutter or of eave flashing shall riot be permitted. I building codes. engineer or other individual acceptable to state&local authorities. are in question, the roofer shall be responsible for obtaining clarification before 8. Downspouts shall be i6 ounce copper or factory pre-primed .032 aluminum "__4 2. Soffit vent shall be equal to Air Vent 2"continuous aluminurn soffit vent. 2. Roof deck shall be 5/8" Exposure i T&G Sturd-I-Floor plywood. continuing with construction. Builder shall verify all.dimensions &conditions at 3. Ridge vent shall be Air Vent Ridge Univent (absolutely no substitutions). 3. Hold roof deck panels apart as recommended by decking manufacturer. jobsite. � ready for finish painting. (See Drawings for downspout size and shape). Terminate ridge vent w/manufacturer's standard end cap i2"from end of ridge. 4. Hold roof deck panels away front items penetrating roof deck as recommended 2. See Floor Plan for building dimensions. Downspouts shall. be attached to wall w/iiiatcbmg metal strips which are 4-ilill Cut roof deck back to provide air passage as recommended by manufacturer. by roof deck manufacturer t I o allow for expansion&contraction of roof deck. 3. Begin metal roofing w/full pancl at inost visible edge of roof unless seanis are attached to wall behind downspouts. 4- Homeowner sl Lall select color. 5. I-lip 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 T6" OC. Provide 2x6 rafter ties at all locations where case roof panel installation shall conform with elevations. Begin shingle roofing G\ shown w/insed screen on inside or shall be 8" x T6" 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 riot shown. shall be Laminated Veneer Lumber. 4- Roof penetrations are permitted only in the areas noted. Route all vents, . P4 Provide insulation baffles at ventilated eaves as required to assure minimum i" 6. See Wall Sections for exact configuration of framing members at exterior walls. exhausts, flues&other perietrations to these areas&terminate as per code. � : i clear air space at bottom of roof deck. 5. All roofing and roofing details shall be installed in strict accordance-with industry C.) � standards and manufacturer's instructions. No work shall conflict with the irianufacturer's guarantee or warranty. C 4M� ct �� 6. Provide flashing as per details or as per SNIACNA if no details are shown where ! I roof pitch changes or where roofing intersects with vertical surfaces. W � 7- Hold downspouts tight against walls. i 8. The installation subcontractor shall be fully responsible for ill roofing work. i 9. All slopes are indicated on the Drawings. = I 10. Paint all roof mounted accessories to match roof color selected by homeowner. � I 1. All exhaust fan, vent, flue&stack openings are to be cut&sealed by builder. � 12. Roof vent terminals shall be 12' away from and 2 above any air intake, door or C.) : window, i8" away front any vertical wall extending above roof vent, and not 0 PME4 : below any roof eave, or as required by local codes. I - +_� J1(,__,� 8 21 2 1 19 ; _ --I ----- -- -- i 'NA9.3j _W6_._2_ .. A6 i 1_� �, -. ; I-- 411111(�k2sj I I -----I 4` Z - i R: :3 I , r I 00 I i .. 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I 11 i � I I , , I � , � I I I L - - - - - ------- - - - - -- J -- L - - - - - .I i � I I I i : ..................r--__1___1_11111_-11 I _�t=�- - - - -I- - - - - - - 1 I __'� �ZT' � �w�� ------ __ ______ ____._.__________ _1 -----rr-- 1-1-1- I � lIT i - __ i -- =-1 - - -� 1___-.__--_� .1�"�.11'..""-'�1.1.1111�""I-11111111111-1-11ll-��'��r�r r -__.._........I—-� �11�.- - r - � a ---- 1-U........... 11.11,11111,I I"ITI�i.1l.l.l..".".".,Ti.11,11111-1. =_ - �-4---t:__�_ __ - -- ------'---__ , -1�.-I��11.1-1111.1�,,�,��.,�,�,4"�-', ,,�-. -' J�_�_-�11� I 1 I ,�_"=" � � - - "I 'll I I 1111-1111- ---------- __ --,-,-,"----,----",--�-,---,-,--,----------,-,-------�-----____ -,- ____--1------ �; r .1--l- - L 1. - -_ie - ------- ..._________f .J L---wall below------, -- I i ce of wall below- ace of wall belowl-------- i i � : I! i l� Revised: b - 0 -__- b - I I . ; I --I---- . I - I --------------.-.-_._________---,- I-1-11 I I I ! ;M, __1/_1_1___1____ ____--------_--------- �, -1 I ii � F!rq I � i ----------------�----------____,___11.1%%%%,,%%, I --- --- N __'_l_-11aZlflII1W______ __ --- -1 11- I—— a 110�1,10'.v N N 1--l- _- ____ - - X2�� Y : 9 �-�- �,...=,� =_,_�---------,",�---------�,_ - --------- - -----__ 111 rN ,____......-.--., ---� -------,-,---, .. ..... , " ____I , � I i ,111 il 1 �� - , - , , -,--- ___ - I- -------�---�--,-�-�--,�-",------------,-_______-�___ 11-1-1 � / _____ '"' Ve flssl� I ,�i -'- I I I "eave fiss9m IN _' - IN I Iiing 1 , 11 ,:! � N I ) 1111�1 1 - --- ,.--rake flashing- ----- --------_lrake flashill-- --- - I I � �� 1i i, �l , -1 �l i�i i, ��l 1 . - -- I-- eaveflashing�_ . El �. I I It � � it H -I-- I I � l ,I �, I is,(, " �1 i ill H �; � roof vent penetrations ONLY _�) I root ven-�panra 7��ns'ONLY IX 0 --w -____ -- I . . allowed in this ar-a_... - half-round allowed in this area down haff-round gutter ^_ gutter spout A � � down 44�-2, spout -I I � Sheet � -- verify correct placement&alignment of all exposed rafter tails ___� ----,-""",,, as per elevations as align exposed rafters&roofing align with architectural elements A2 *4 ' _,,,,,,,,�,,�,,,l,,, ,,, , ,, ,,,,P , ,, , " , _ _',;�)'_"�,�, , """ ',_ 9 - I�� 1/4" ROOFIPTAN it-Off . � 2 Note:Detail§of the door or window& face brick casing are notshown here. See other details Isokem flue casing for these conditions. Isokem flue blocks wall as detailed elsewhere(see schedules prefabricated Isokem flue cap installed details&specifications) as per nianufacturer's instructions @ gauged brick lintel(do NOT use standard top of Isokern flue block brick;subinit shop drawings) lsokem flue casing lsokern flue block iLU brick chimney ridge vent break flashing rafters to center around windows 5-V meta ofin 0C expose er rowlock course corbeled 7/8" _6 oc�i(use solids so no cores are visible) i"6-4 1/4"HEAD HEIGHTji-, 77 8 header courses corbeled 3/4"per course 77] (use solids so no cores are visible)face brick Copyright 9)2OI5 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts 4 header course corbeled 3/4" flashing drawings, written material, and (use solids so no cores are visible) exposed rafters ecifications of this document are 8 P �e roperty of Starr Sanford Design > ciates, Inc. No part of these 4 s t So face brick A documents shall be copied,disclosed d to o produce in part or �thers, or re II 0'-1 1/8"3RD LEVEL FF whole in any form without the 21-9"3RD LEVEL II ........ written consent of Starr Sanford ............. Design Associates, Inc. Do not scale 91-1 1/811 Top PLATE ..........1 .......... drawings.Use given dimensions only. 8'-1 1/4" HEAD HEIGl If not shown, verify the correct CENTER FLUE Il WAYS IN CHIMN]l dimensions with Starr Sanford ,4 Design Associates, Inc. Contractor Z-7 8 shall check and verify all dimensions and conditions of the job site. 18 ..........3.3 2x10 band cedar shingle siding GAUGEDBRICK LINTELELEVATION CHIMNEY CAP DETAIL ISOKERN CHIMNEY SECTION ...... wall to roof flashing Bahama Shutters wood casing(beyond cedar shingle ..........flashing SEALANTNOTES ................................................. .......... ............ ... ............Use materials appropriate to the application for maximum life and optimum ............appearance. All joints should be sound, clean, dry & free of contaminants. 1 V-7 7/8"2ND LEVEL R_r.�ftl@,rs to-ce4ter unf doar SIDINGNOTES Caulking or sealant should be applied in accordance with spec data sheets and 21 Z-0 0C .01, 21-0 0C manufacturer's specific recommendations. Colors shall be selected by 101-1 1/8"Top PLATE 0 ER ANG -0 I. Exterior shingle siding shall be Cedar shake installed on breather fabric. homeowner from manufacturer's standard colors. Caulking or sealant shall be 12 installed so that finish surface is smooth, even&regular. t2. Caulking shall be installed at interior dry joints between dissimilar materials as 4 n n 8'-I 114" HEAD HEIGHTd-, required. 777 3- Sealant shall be installed at exterior or damp interior joints between dissimilar IIimaterials as required. Prime all substrates w/primer as recommended by exposed rafters be ed rafter tails @ center of dormer A INN Elu �__—�5-V metal roofing gln raTters efos ----------=wood beam wood column joint is approximately half-way between design extremes. Use flexible open-cell manuf cturer of sealant. Apply sealant from the bottom up. Apply sealant when T EEO J flared shingle base polyurcthane foam backer rods at all butt joints to create a sealant joint no brick foundation Ithicker than I/2 the width of the joint, but in no cases thinner than i/8" or U U U U U U thicker than 3/8". Lap joint depth shall be no greater than 1/2 the width of the joint. M NON I H L2 I F -4 I ST LEVEL F 1 ST LEVEL F-4" PORCH STEP DOWN F'O'll] 2' 12-%-0 t2,-0 I................ ........... .............. .............I'll,- ........................................ . ....... ................. ............ lI..................... ............ I ................... FRONT ELEVATION T — 2 .......... .......... r T_ I! i T........... ....... ... ...........J JLJ A R1 J for. .............. .......... T L............ .....................----------- 9 I i W ridge vent ---- 5-V metal roofing .........................------ -- ---------- .... ...... 6-9 114"HEAD HEIGHT ................I .0 0, y 3 M Ell]i2 ..............VLT_7_�8 GARAGE STREET ELEVATION .................. ..........I .................................. ............. ............ .....................1 L 6 I O'-1 1/8"3RD LEVEL FF ...........................i 3 12 __---12 roof 0 bal,"! 8'-1 1/4" HEAD HEIGHT ..................... ................ ....... ...... 5-V metal roofing t........................... ........... exposed rafters .................... ................................ cedar shingle siding wall to roofflashing 7 t2x8 beam begin rafters @ center of chimney ...............&verify alignment of columns under rafters 2x4 stud wall set back to justify @ .................. ............ .................... ...................... ............. inside face of beam to allow for"break"@ gable wall w/cedar exposed rafters --J_-__ -_I_-_- -------cedar shingle siding t 33 ............ shingle siding finish brick chimney L ME] FIE] T ridge cap L............ tip L ------ II 5-V metal roofing ........................ ...... ------- t1 L! 12 ................................ ................... ............. ............... ............ ...........21 11 2' 2' 2' 2" 2'............... 1 V-7 7/81'2ND LEVEL FF ......................... Li .......... 4 T__TT---- H Lf.i-4 Construction Set ----------...........L ta ____........................ ........... ............... Project #: .....------- 77----__- ... .............................. IT. I 1 1 --exposed rafters........... EM I 5-V metal roofing exposed rafters 14004 .............-S exposed rafters ............................. _J....... Elm wood bracket&beam wood beam.......... El Elm ha-fe ed wood columns Date: wood beam I.............. c amf r wood column h er ed wood pilaster ............................. flared shingle base louvered partition wall— ..............k.......................... .......... .................... 7 / 16 / 15 11.1.1-1.............I....... ...................... ........... rick foundation b .......... �cedar shingle covered wall................... I t 1 i............ ............................flared shingle base --------- evise brick foundation I0 01,cedar shingle coverea wall louvered shower / 21 / 15 ---------- L= flared shing.-brick foundation(beyond T.- t .......... 11 / 30 / 15 .......... ............ .......... .......... 12 / 04 / 15 ........................................... ............ ............ ..................... ............ 01 / 05 / 16 ................... I ST FLOOR FF1k F -4" PORCH STEP DOWN t...................................................... ................................................L ..................... tlign rafters @ center Sheet of fireplace&on columns .........I 0'16; bri, lH E�AD H VZZA L \\......... I............I ...........!........................I......... II3A SOUTI-i ELEVATION 31 ELEVATIONNOTES Z", w I. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the builder shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions &conditions at j obsite. 2. Finished grade lines shown are approximate. Verify that finished grade slopes away from building for at least 48" outside building perimeter. Builder shall establish finish floor elevation in consultation with homeowner. Builder shall take into account design intent, including number of steps, water table masonry, etc. Builder shall also assure that there is adequate clearance between finish grade &any wood construction. 3. See details for exterior materials not shown here. 4. Gutters &downspouts may not be shown for clarity. Homeowner may elect to Copyright (02015 Starr Sanford Design Associates, Inc. All rights use rain diverters over doors & walkways in lieu of gutters. The Architect ------------- 8 d writ �en material, and suggests omitting gutters if there are any trees in the general vicinity of the ecifications of this document are p �e r?perty of Starr Sanford Design house since stopped-up gutters overflow, eventually rotting eave trim. A s t Properly-planned French drains in the ground below eaves can carry water A ciates, Inc. No part of these ..............- L -__4__J. _--i L successfully away from the house. If gutters & downspouts are used, locate to documents shall be copied,disclosed ............... to others, or reproduced in part or allow drainage to flow away from house, adjacent structures & property line. whole in any form without the .......... 1/8"3RD LEVEL FF written consent -visually-offensive Iciezrion-s—Do 0-t-loc te� —------- —T I of Starr Sanford Locate downspouts in non ......................... Design Associates,Inc.Do not scale downspouts on front face of house unless shown. The Architect suggests the use 3.3 ............ ... of traditional half-round gutters & round downspouts should the homeowner rawings. se given mensions only. elect to install gutters&downspouts. 1/4"HEAD HEIG T if not shown, veri t ecorrect ................... 5. All columns shown shall be Architectural Grade. This grade includes Design Associates, Inc. Contractor Tin r, er shall check and verify all dimensions correctly-proportioned base&capital details &proper entasis (taper). 771[l 3 and conditions of the job site. Lr_ U U U U U 6. Shutters shall be sized to match actual window openings. Mount with hinges & hold in place with shutter dogs located at bottom rail as shown. It is better to use [J71 1777 no shutters at all than to use the common fake screwed-on type, which are ............... ...................... Ed EIEJ technically known as Screw-On Do-Nothings, since they do not shut. To be a ........... Shutter, they must shut. ................ ....................... ............... ..... ........ ............ �Z-0�1�OC�� ........ ........ ............ ............. -------------- D EVEL ....................................L ............... ---------- IRV .................. ........... align rafters @ cent�r .............................. .......... L .............. ................ ............ ........ ........ .......... cede ........... t T roof: ........... ............ ................1 vru(j�u ul .......... ............. 8'-1 114" HEAD HEIGHT ................ ............... ........... .......... exposed rafters ----------- -------------- wood beam ------------........... chamfered wood columns cedar shingle covered wall ...... .......... 2 .......... ......................... base cabinet 2 ........... ............. ...... .............. —1v .................... tD i ......I.............. ............ A9.2 .....----- - ------ ........... 00 o ............ ........ .... co heigp ............ ................. .................. .............. I it ................... .... 9 t ----------- E�L 0,�flared shingle base(beyond) X X ............... .................. ... ............ 2%9 p ani foundation(beyond) 2xi?pli ink 6 ate(be yor d) .......... ........... 1 ST LE ................ VEL FF LJ/j, _4" P DIRCH STEP DOWN . .. ..... ............. GARAGE COURTYARDELLVATION RLARELLVATION SIDINGNOTLS SLALANTNOTLS 1. Exterior shingle siding shall be Cedar shake installed on breather fabric or I. Use materials appropriate to the application for maximum life and optimum appearance. All joints should be sound, clean, dry & free of contaminants. Caulking or sealant should be applied in accordance with spec data sheets and manufacturer's specific recommendations. Colors shall be selected by homeowner from manufacturer's standard colors. Caulking or sealant shall be TRIMWORKNOTES installed so that finish surface is smooth, even&regular. .......... Caulking shall be installed at interior dry joints between dissimilar materials as 2. ...................... L All finish work shall be executed by trained journeymen and shall be filled, ridge vent— L required. 12 sanded smooth and ready for finishes. Trim materials should be tempered to 5-V metal roofing 3- Sealant shall be installed at exterior or damp interior joints between dissimilar ................... ------- 3 ambient project conditions. All finish lumber, trim, moldings &millwork shall materials as required. Prime all substrates w/primer as recommended by have a moisture content of 12%or better. ufacturer of sealant. Apply sealant from the bottom up. Apply sealant when 2. Exterior fascia shall be backprimed 2X finger-joint redwood screwed corners 6-9 1/4" HEAD HEIGHT joint is approximately half-way between design extremes. Use flexible open-cell (see Drawings for widths). .................. polyurethane foam backer rods at all butt joints to create a sealant joint no i Exterior soffits shall be backprimed ix finger-joint redwood up to ii" in width ........... 3 thicker than 1/2 the width of the joint, but in no cases thinner than 1/8" or T ..................... or shall be 1/2" smooth factory-primed exterior hardboard ifgreater than ii" REM ONE thicker than 3/8". Lap joint depth shall be no greater than 1/2 the width of the ------------- .......... wide (see Drawings for widths). j oint. ............. 4- Exterior cornerboards & casing shall be backprimed 2X finger-joint redwood .......... ............ (see Drawings for widths). 8 12 ........... 1 L Interior trimwork shall be shapes as shown on drawings. 5- _TT I.......... 8 L L__ ............. 10'-1 1/8"3RD LEVEL FF 12 3 8'-1 1/4"HEAD HEIGHT ............. . ... .. T'T E11D .......... ................ 5-V metal roofing 2 exposed rafters .................. ........... cedar shingle siding 2x4 stud wall set back to justify @ IT -- ----------- .......... ................. inside face of beam to allow for ........... "break"@ gable wall w/cedar shingle siding finish ........... ........... ------_- .......... .................. .......... 1................... ............. ........... ..... .................. ...............I ............. . ......... .......... .................. ............ ............... ........... rs exposed ra 24 I= ___L 1 .1 1............. 11 L shingle i ing 3 brick chimn ................................................ 3 .................t........... ........... ............ ................. n e ca ................5-V letal roofin ........... .......... ........... 9 1 V-7 7/8"2ND LEVEL FF T_ T .............. ........... 12 .......... .... .................. ................................. .......... ............ ............. 12 Construction Set 4 1 .......... ............... ........................ ........... .................. ...............I.. .......... ................... ............ .... ....... ................. ................................ 8'-1 114" HEAD HEIGHT .......... ........... .............. .............. ............. ................ xposed rafte 14004 5-V metal roofing ........... wood beam exposed rafters - --------r .......... -14*- chamfered wood co Limns wood beam .............. .......... ............ Date: chamfered wood pilaster--o" wood column .............. louvered partition wall flared shingle base 7 / 16/ 15 cedar shingle covered wall ............... .................... ........ brick foundation .. .......L... .............. ........... T_ .......... brick steps ...... Revised: ................. ................. ................ ...... ..................... __T 11 / 04 / 15 _T_ ........... ........... ........... 12 / 04 / 15 ...I........................... flared shingle base--a.. brick foundatio, 01 / 05 / 16 1 ST LEVEL FF 0 _4" P DIRCH STEP DOWN �J ........... 7= Sheet... ............ ........... 3 . 2 NORTH ELEVATION Note:Details of the door or Consult Architect if there are any questions Note:Details of the door or iF not,—,h nzvn her, g oncernin this situation. c �r sidin over b Bather fabric on The intent of this drawing is The intent of this drawing is t onlyto illustrate exterior cedarshingle 9 only to illustrate exterior trunwork.Consult Architect if y : exterior plywood sheathing on insulated wall w/interior finish as detailed -cedar shingle siding as detailed elsewhere trini«=ork.Consult Architect if elsewhere _�R (see schedules,deails&specifications)over there are any questions there are any questions breather fabric on exterior sheathing over stud ...119 these eonditions. wall w/insolation&interior wvall as detailed elsewhere (see wall as detailed elsewhere(see finishes as shown elsewhere schedules,details&specs) schedules,details&specs) -door head flashing run up 6" dow head flashing run up 6" and out over drip cap as sho-,ni and out over drip cap as shown A { A2.4 10'-1 1/8"+i-3RD FLOOR -wall to roof flashing Y —— —— —--— — - ------- (--OND) eave flashing over roof deck w/1x4 edge strip - -- ----! _ &Water Shield or -- -- - -....... 5-V metal roofing over Ice head cut from ZX equal on 1x6 t&U decking, head cut from 2X4 q _ g a /t/ '"sloped to liver w b4',70 note align ribs of roofing over exposed rafters as w/r/4- cic?petl rop, ver wvr qo: w 4 p shown on elevations 1Et3 owrex?Xd wyood easing; > swat pver26. 00cl car ------ Copyright n2oz§ Starr Sanford 2° w win ovu'see detzail ehsewx hire Vol (seedetails'elsewlhere} a ) Design Associates, Inc.All rights -- - --- - -- r x6jambcasing? _ �v `1,2X jam reserved. The design concepts, drawings, written material, and specifications of this document are the property of Starr Sanford Design interior finish on floor framing w/insulatio s" thru-wall flashing over co tinous 2x8,align R EAL Associates, Inc. No part of these documents shall be copied with window headers(see elevations)--- ' F disclosed a copper flashing,run out o er curved shingle ( ----- -- u r 1/4 REVEAL to others, or reprod ced in part o roof 230 „ F:F whole in any form without the cedar shingle roof over ce tar breather fabric - g written consent of Starr Sanford on peel and stick over p ssure treated 8Associates, s plywood&1x6 square edge T&G or Azek Design. Inc Do not Cale where exposed---- ! \A9.2 � drawings.Use given dimensions only. vv)(copper eave flashing out ver 1x4 fascia-- If not shown, verify the correct pP 9` -- I dimensions with Starr Sanford c.Contractor 2x8 soffit blocking - � Design Associate mall dimensions DOOR HEAD & TAMB SECTION`ELEVATION jf2 6 WINDOW HEAD & JAMB shall check an verify Beam as per Engineering --6x6 solid wood beam rJ J - " A3.3 1 -O' A3.3 1 ® and conditions of the job site. t i 3 stair landing Oi ! Note:Details of the window are not shown here.The intent S6of this drawing is only to U$ra e eX ar Or - _ Consult Architect if there are bracket cut from 4x8 — ----- -- — 2 1/2"x 4"wide vertical Mote:letaxl <tif tlte, 00r ar e any questions concerning these interior finish as detailed .Isewhere wirzd4iw are i rcit shoat n here. Ih conditions. tight trey.._._-__:,,_._. ! itl4ert caftans dravwnn isFnnly wall as detailed elsewhere(see iflttte e7ttCidr tltafilufk sc e u es, ryN - trim from 1x6 on 5/8"blocking over 1x8 - ! U) Consult Architect f there are anv 2 s" specifications) fascia window as detailed elsew'nere-- --- cc3nditriatts 2-x, jou a rasm i` door ase detai s elsevhee) I 2'o° I threshold het iia lied of;seakaiat'iser ti d sill --------------- __- __._ wood dc?t+r.s171 shalred'as•sh(axvt Quer 1 flashing as - s111 ;fslusa sxaderaca caszt,' boAN th a sides,e tend friain'`2 iV ! yaw! Ct f1aS „ dead,cut, y httr 4°':;txtnirx?.ran�-£urtll ., turn ca)joint 4 p 3 �..J w /zf4 slolaaecl rca ., 2$ : �,. jaead casirr �� wvmdowv s detarhw�ewvhere �Ja tb easui�: tAft 4"R EAL - DFL AOR 1t .___----.-_. porch,terrace or patio fl000r system as detailed elsewvhere see schedules, + a 71 details&specifications) ' - window sill as detailed elsewhere ,r.--"'"""foundation wall as detailed,elsewhere 3/4"PT plywood finish,allow to drip 1/2„—..._— per Engineering hung between beam as P 9 9 9 cantilevered floor joists.....---- ----------- - _ ! 3/4"finished plywood window seat w/ WINDOW HEAD & JAMB A3.� BRACKET & ROOF SECTION I�.n„ A3.3 crown----------- DOOR SILL & JAMB SECTION 1Q, A'3 ., Consult Architect if there are any questa ns Note. This detail is typical in nature,and is Note:Details of the window&frame are r exposed- - �� y" s situation. intended to outline the general procedures general in mature ar2c1 nxay not represent 1x6 square edge T&G or Azek whe e p concerning this ! --flared shingle sidingover plywood s cors or for flashing&jamb-wrapping doors& exact configurations, as eters razay vary coffer from 6x8------- _" �� 1''O 4" i blockin are nit d 1 r windows.Opening sizes Shown here are between inanufacturen. Consult Architect __ ... g q if there are any questions concerning this "-Ice&Water Shield or equal purely schematic.See Floor Plans and/or � Y l 6 !, cave flaslvn over roof deck w/ x2 edge slit --- Door&Window•Schedules&Elevations situation. _ D ! edar shin roofing aver Ic &Water Shred or _— .. c nal on 1x6 T&G for sizes of openings.See Wall Sections for ( ow Schedule for type. F - i window see Window size&design) _ n ! Z stair landing thickness of wall. a 1 `¢ Ste l: Extend sill flashing 6"minimum tx6 easing over exterior sheathing --- 0 ~ ta� I each side of opening or 2'°past edge o1' window jamb w/jamb extension over shine W� < 0 jamb casings(if larger than 6")for wood space as required over 2x6 stud,---, 0 1 openings&wrap up over sub-sill - -W_.u_... ix6 flat casing over interior sheetrock e j � 1 g �_- detaile elsewhere ,,� penin finish�------� interior finish as •-- ---- .� i Step 2: Extend 10 mil vinyl jamb wrap S� 6"minimum each side of opening seat these locations thoroughly with a xx 1 exterior sealantcedarshingleshingle siding ove breather fabric on / > cut jamb wrap at angle as shownwherej rap meets sill&extend over sill 2x4 vertical exterior plywood sheathing on insulated � .� wrap ._.�.----...._ bracket cut Pram 2x8- flashing as Shawnwall A y J p' �. Note:Viyl jamb wrap isnot shown an ry elsewhere enor finish asdetailed �.V^ door&window details for clarity,but .� should be installed on all exterior openings as shown here. 13 i Step Install head flashing over jamb z i , z , dr p3® flashing&extend head flashing 6" a , tQ NoHead flashing of o minimum each s opening - p g 0 ....,-�..� r> � ng should be run up ! ` behind wall sheathingwhenever ti � S�4 y y possible. n window(see Window Schedule for tyke, < E 0 I ! �Q a sire&design) -.v ; -5 i NOW i A,H�e NOIL La BRACKET & ROOF SECTION 1'-�" A�. Opening Flashing Detail SALE A�,� INl�O MULLION SETA Note Deis cit tlae dtacar car . , AML-2 ! �` d w ate,.fittsd l°1t' 0M,T}ie flared cedar shingle sid'ng(see detail}-- �� A, tuteaxt cfthts dxatvtng x cauly tta t �e ait" t ertnarlc =< , Arlt A,rchitectafth'�re axe v ------- 4"concrete slab over 6,nil poly VB on 4"grave j doszdittsixax ._... _ __-- Construction Set fill on compacted earth,provide control joints see notes ___j—STFtrac2 FF 6atttf)'eastt P � ww detallc clsewwhre(see . ort Project #: 77, a (s details els%wwhtre) 14004 brick where exposed, min, 2 courses below grade over 4°CMU, �• srlllashuag(spy Specafidwtrtlz)s} 'base flashing over grout fill between wythes a _.__.m ___...- w Date' bear CMU's on concrete footing,see g 7/ 16 / 15 structrual engineering,drawings _. y N I Revised: _ 6"TOE I - j 1 / 30 / 15 12 / 04 / 15 _.m_ ...... .__..._,., Sheet 4" BRICK , R'9 ' POC ET 'RE! EAL n L°AR LE AR A3 * 3 :. " _.. 7 O „ WINDOW JAMB � SILLSECTION/ELEV.A�.3 all. Section through ,��,�„ A�,� 5-v crimp metal roofing over roofing felt " over roof deck over rafters column cap:from 1x4 as shown (align rafters&5 v roofing seams) Z ¢ 12 sQ \ 12 I - 2x6 verify w/en ineerin column;provide colutml sized to carry load ¢ 13 I w if not shown but in no case less than 4x4; ..--- ------------ ------------------ zP y LL N locate colunui within column casing as 0 - Z-0" required by beam location shown in w U 2x8 sill w/2x4 blocking between r er - wall sections)--- "T) -�- - 9 � 12 2� plywood floor deck on floor joists _...,.�...�� (see Floor Framing Plan)w/band Z O 8 ® O joist at perimeter BonusAt J 0 k io U I LL ---- M W _ F U 2� 8 Copyright c��aolf Starr Sanford �r.._.__. .�...-._._ . - - Design Associates, Inc. All rights LL reserved. The design concepts, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z _ _ _ _ _ _ _ _ _ _ _ _ 2x12 Floor Joists drawings, written material, and specifications of this document are -- a interior finish on floor framing w/insulation _._----_-�.- -_-_-- 0 the property of Starr Sanford Design 9 2,.0„ --- - g { Associates, Inc. IV`o part of these 0 1x6 square edge T&G or Azek where exposed 2'-0" ; documents shall be copied,disclosed - _ save flashing over PT 1x4 edge strip-- ( to others,or reproduced in part or > t9 O whole in any form without the W thru-wall flashing over continous 2x6,align written consent of Starr Sanford I to with window headers(see elevations)--- i� w 0 j Design Associates,Inc.Do not scale X Master Master F ® r G drawings.Use given dimensions only. N Q J J � Bath Bedroom "0 If not shown, verify the correct ao cedar shingle siding over breather fabric on exterior plywood sheathing on insulated ( dimensions with Starr Sanford �^AE 6) wall w/interior finish as detailed ! Design Associates, Inc.Contractor elsewhere -- ------ COLUMN DETAIL shall check and verify all dimensions , „ N and conditions of the jab site. I — — — — — — — - — — — — — — — — — — — _ klr77 "'T?! 4, 1111 F:5 If�,, Frlir 1 r t?,t ,. :,i i,t irfu,:.4. �p 'rg eXpos 12 heaths entire house all 1/2"plywood 18"Floor Trusses e tack upper level studs over lower level studs dra�eer ------ 4 so that wind strapping ties studs together s 3x8 ex o ed raft a (;install 1-1/4"wind strapping 3y°'OC (every iv 3 j' other scud w/zoo nails;engineer to - Zn - t determine end lap to meet or exceed all I I - 0 N ' wind load requirements,and requirements J of loc d authontaes I F L It:1111f'jj� ,t ;% t a! ir( t ''t Yr{ i r 1 2'-O" 0 \\I�� F 1tE.Il1r ' vt�it! (�iI l I r Il\ a W yF, I (nla 11f Z 0 y T y�T o 1j',r E Itr. , fl t fxl�,r} l' i, rlfitf his +tE tr i`i` N Dinlna 111 V in ~ Z iti u _ � 0 1 - wall to roof flashing—-__ n 9. X I- 0 O O r I 0 EL � � _ _ _ _ _ _ _ _ _ _ _. _ _ _ ,_ _ _ _ _ _ _ _ _ _ _ _ _. _ _ _ _ _ ._ _ _ _ !.ri t��l, E(!4. .� li i�il �i •:i1/••ffry ltrr��•.f(i°�'"s. :It€� ,. itis r i I � � - - I Z:.' F•g} f {..��. � Y . • 51 Y , V v v v v v . v v V V i t 3 i, 3 �.� ' —5-v crimpmetal roofingover roofing felt over roof deck over exposed tL - ,, rafters(align rafters&S v roofing seams, t. ,9 I _ G , ( see elevations tY r, r h A �lt, fr' r t j1 f EE ii f f h , � � :, ,:, , �_'i �, C w.,. _ ,.g, �,� • ' ��• plywood floor deck on floo gists py J ^> 11,11 r. . i. t Floor Framing Plan) w n ,r see loo a n Pa ba d r� f f . 1 t,� : r, � =, i 1 . t , r^ tt, iperimeter-- ,r r a st at r r r •�� J , I r 4 ,,.,, - 7/8"+ 2ND t_oo v flashing over PT 1x4 strip i 1'7 ea a as edge / t ,r. � T 9 9 p�. BRICK POCKET,,t t., r ,;. , i �, ,,it - -__ �,,,(¢ r i ffm ,r. alt 3 , � t I r1. 44 4 ,., e•ff i , ,_ „1O O 35-O s� .� i$�3 t t � � 12 t% P k.r rr d f r 'va 1 �f r 1 ------------- fit �. i :,� r t 1 ,r ,t. �� r , ,,r , ,� z ,, F er ^, tt t 1 �. u, t, rtt f 1�..: , S ,t t , €I .t ( :rr r�,,3:R•,r .!• ,it!. ,E i t; ,1G' 0 � 4 fi d.. ^..11r� , t,tr,.tl„..ia V„r "ilii .-�`,, f 4 :• � ' ,��r< `�„ 18"F! r russe iP 'ol=*IrE rtH,s. �� 1 �,, n-t.(, ttil t �Y�, d." �...f ii� _ ! •$ �, Etl',/ rr. ff L;i€: r � � jtl III' . i lei ' {I � tIff r, '�,i; A� t t (S_. 1� )1 pad; { #t,}�,, f 4 ,rr fEll, � �r,f Section thin Porch 11-01, � x4 std wall et back to ju tify C�inside ace of beam alto for"b ak” gable 7 -- 1/wl edar s ingle 'ding fi ish e erior A.E 1 6 Interior finish---- 1A9 __ - ------ ------ _._._. . STRAPPING @ INTERMEDIATE .FLOORS 3/4.. 1 _® sheetrock ceiling attached i A9.1 to floor framing-- 1x6 5 care e ge T& or k- Notc:stack rafters over wall studs so that loads are closely transferred as shown. - ----- -- - _. install hurricane clip f tie every rafter to _ frieze from 1x10 over 1x8 architrave& double top plate and another clip to tie top 1x1 over 2xX2.- -._-.____ taenia from 1x1 on 3A4”plywood sheathing �I ' over blocking plate to every stud; engineer to 12 j determine clip specification to meet or - ---, exceed all wind load requirements,and nents of local authorities,but in no case sh 11 clip be less than Simpson 1a8 I beam soffit from 1x12,Hatched both ends (v 2x6 verifywen ineerin _ _ _ _ _ _ _ _ _ _ \. i 3/8"as shawH for drip•---w _.,--- j I( �18 1 ' wood column beyond----.-'.,.� � E �g cedar shingle siding over breather fabric on 3 2 ' exterior plywood sheathing on insulated wall w/interior finish as detailed / O elsewhere °° BonusOD ID ACO — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - f 2x12 Floor Joists - _ W _ _ 2x12 Floor Joists IM i 101-01 0 A9.1 Bedroom Bath Hall Bedroom/Study W 13 RAFTER-WALL STRAPPING As.i 1'-0° R10 o I , Q1 r Consult Architect if there are any question. N I Z !'! concerning this situation. _. _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - flared cedar shingle siding(see detail)----- 12 etait)__._w _ _ U 12 j I Q 18"Floor Trusses 18"Floor Trusses er bullnose brick 0 perimeter,allow inset in cedar shingle siding as detailed elsewhere I os Z i (see schedules,deans specifications)over edra�pe A' flashing .-. _ _ _ - _. concrete porch slab for finish porch flooring 112" sheathing over 2x6 stud rs - -� _ to be flush with brick- plywood I 4'"concrete slab over VB on 4"gravel fill o wall w/anterior insulation&interior o ' a . 1 finishes as shown elsewhere— } -" - '� ' "" flared shingle siding over sheathing over a All p ids contra(joiHts compacted earth,provide a - ® - see notes 1 ST Fla_OOR FF� Iii 0 Construction Set as detailed elsewhere-- - - p — 0 i , 1' SLOPE J - W ® W n . ,� s Project #: U , Ice&Water Shield or equal--- _ J Cant l' 'r 4- 0 �, " ¢ !m i Kitchen ry � � � � �r Z Q® �4 a "a," o I c� „ : . a I � I � 14QQ4 1/2 plywood spacer = °;, - 1 _ 1 X14 foundation,see structrual foundation,see structrual Date: ; , Ni - - = engineering rawl - engineering drawrn __ _ z_ it W a to engines ng d ngs - 9 9 gs L O o 7/ 16/ 15 - a brick where exposed, rain, 2 courses I 0 T� ,,,• ... , .>.,, TOE low „ _- W _ _., be ride over �hilf_ ,- Revised: 112 plywood shaaa a badder stn p Y p , w � ... - „_ ,g TOE —� = x 0 �gll p blocking cut from Y'I 2x-1 , � N J W , u� floor&exterior wall as detailed 4} elsewhere , WA I I I � I I , J I J u n a w M .. .,, a :. h . _ Sweet _._. „ , _ o , 8 00 40 0 0 0 . . 20 „ _ Qo a A 47' _ _ _ _ _ _ � $ SRI 1< P MKT 0 CAO - r A9.t SHINGLE WALL SECTION t'-o° A9.i Section thru Porch t°-o° A9,1 Wall Section through Front Porch 5-v crimp metal roofing over roofing felt 5-v crimp metal roofing over roofing felt rake flashing over PT 1x4 edge strip- --•- 2 wiAH.-�a2 quarter round over roof deck over rafters over roof deck over rafters column cap:2x q ---- - - (align rafters&S-v roofing seams (align rafters&5-v roofing seams S-v crimp metal roofing over roofing felt a v \ ( 9 9 J \ ( 9 9 ) over roof deck over rafters below as shown-- --- begin chamfer as shown- - 12 (align rafters&5-v roofing seams)-------__ », ' 1 z' osed rafter x8 eaaosed 3 sP 12 sc, 12 =ra! 3x$exp ra ers s en eer g 1 � ILI 8 S)� 2 e S' e m OD ems✓ �O , 13 Z i F column built oft t/2"material cut from 13 \ _ y'i e �A9 1 Ag 1 interior finish on framing w/insulation N 2x8's Sc chamfered as shown&wrapping N`m� 1 i structural column(see framing plan for size of structural column;provide Ix6 square edge T&G arAzek where exposed 1 8" j , I column sized to cam .load if not shown 2 2x8 sill w/2x4 blocking between r er A9.2 2x8 sill w/2x4 blocking between r j - �$- r ~ but in no case less than 4x4;locate -____—___ Tnm r____ 8' 1'-6 plywood floor deck on f/oor joistplywood floor deck on floor joists A9 plywood Hoar deck on floor joists column within column casing as �p (see Floor Framing Plan) w/band (see Floor Framing Plan)w/band I (see Floor Framing Plan)w/band _ ':, required by beam location shown in I joist at perimeter— joist at perimeter--- Joist at perimeter-- wall sections)----- 71 p -- - ------ = 1 OD � 12'-4" See engineering for (� Q I See engineering for �� O e engineering for Floor Framing size&direction Floor Framing size&direction L_� Floo raining size&dir on Copyright Cq,2otg Starr Sanford Design Associates, Inc. All rights 1 i _ ! reserved. The design concepts, e a E drawings, written material, and 8" 3 i specifications of this document are -- - - � m interior finish on floor framin w/insulation ! interior finish on floor framing w/insulation interior finish on floor framing w/insulation _w g b ! g i ' the property of Starr Sanford Design Q ` E Associates, Inc. No part of these > 1x6 square edge T&G or Azek where exposed x 1x6 square edge T&G or Azek where exposed N 2,p„ 2.0" documents shall be copied,disclosed o ---------- ! to others, or reproduced in art or eave flashing over PT 1x4 edge strip-- € eave flashing over PT 1x4 edge strip ! p p ! whole in any form without the thru-wall flashing over continous 2x6,align i thru-wall flashing over continous 2x6,align i thru-wall flashing over continous 2x6,align 3'O" with window headers see elevations - ; with window headers(see elevations)--- 1with window headers(see elevations) - A9.1 written consent of Starr Sanford ( ) T-1 1/4"HEAD HEIGHT® ! _ Design Associates,Inc.Do not scale 13'-8" — drawings.Use given dimensions only. cedar shingle siding over breather fabric on cedar shingle siding over breather fabric on If not shown, verify the correct exterior plywood sheathing on insulated exterior plywood sheathing on insulated ! dimensions with Starr Sanford 314„ wall w/interior finish as detailed wall w/interior finish as detailed _ Design Associates, Inc. Contractor Breezewa Seciton elsewhere ---- __ __ elsewhere shall check and verify all dimensions ow2a. CHAMFERED 8" COLUMN DETAIL LAL2 Y 1'o° A9.2 and conditions of the job site. r I € i j metal rake flashing(see Specifications) metal drip edge flashing(see Specifications)bent i ! bent as shown(nun flashing under roofing p ) felt over P'1 2x8-- "-~- as shown(run --.- framing and rake trim shown elsewhere; flashing up as ! n a ! only flashing and decking are detailed here shown under roofing felt over PT tx8 i I I ! 4N ! : ! cedar shingle siding over breather fabric on - exterior plywood sheathing on insulated I e5ia wall In nor finish as detailed framing and take trim shown elsewhere; elsewhere ------------- otaly flashing and decking are detailed ( ! here 7 `ro A9,1 f ! 5 eA91 7 eA24 A9.1 plywood floor deck on floor joists ! plywood floor deck on floor joists ! plywood floor deck on floor joists (see Floor Framing Plan) w/band (see Floor Framing Plan) w/band (see Floor Framing Plan)w/band joist at perimeter---- joist atperimeter---------,,,,.- 1 1'7 7/8"+h 2ND FLoroR joist at perimeter- 1 1'-7 7/8"+/-2ND FLOOR eave flashing over PT 1 K4 edge strip— _....... 1 1'7 7/8 +l-2ND FLOOR - k .___... __..._.... __.-- y- -.._._.._ .--- - _----- ------ - S-v crimp metal roofing over roofing felt ' ` s over roof deck over rafters €v; (align rafters&5-v roofing seams) �? _ Y a�C, See en ring for See en ring for \ Se engineering r a' F r Truss sl dire ion Fl or russ size&dire do r F r Truss si dir c ion a I T i i \ I i 1211 8 -1 ! ! A9.2 RAKE FLASHING DETAIL 1 ®" A9.2 EAVE FLASHING DETAIL ,_o„ 3Y$ex ,, �. ��3 ;i sheetrock ceiling attached sheetrock ceiling attached ! sheetrock ceiling attached p®'ecyraer i to floor framing ! w to floor framing to floor framing — ! s ! M ,i ! Q —31 ! i ! i , ! o C1d E 8" V-6" cedar shingle siding over breather fabric on I cedar shingle siding over breather fabric on cedar shingle siding over breather fabric on 21 2 _,__. exterior plywood sheathing on insulated m° I exterior plywood sheathing on insulated exterior plywood sheathing on insulated A3.3 wall w/interior finish as detailed o o ! wall wjinterior finish as detailed wall wfinterior finish as detailed w elsewhere elsewhere elsewhere _- N > v ! t7P- ACD 7 ! I IL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - cha c sM. chamfered column ! j v w/en ineering Floor Framing size&direction11 IFT 11 111 11 � begin 2x8 curved CO oof under 2x10 band 0 2 ( ii 19 i I D Q A9 W I- 19 19 j A91 A9,1 2x8 landing ( 0 ! Master s ---� l------ Bedroom a rn — j ! wn F i I 3 i Z 12'-1.. 0 flared cedar shingle siding _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ._ - _ _ - - - - _ - - -, _ - _ _ _ _ _ _ _ _ .. _ m _ .. g g(See detait��--- -�: -:-� v � a . flared cedar shingle siding(see de[aii}----- >_� I ! flared cedar shingle Siding(See detail)- - v ify w/en ineering F/oor Tr s si e&direction bul/nose brick @ perimeter,allow Inset In ! 2 ! fl hln -- - 6. - I If concrete porch slab f r finish porch flooring flashing— 7 lashin as g� - _ -� P P g g �. �-� GO to be flush with brick----.,, -. i "'•� s beam beyond R qr 4"concrete slab aver VB on 4"gravel fill o a 4°concrete slab over 6mil holy VB on 4"gr vel 4"concrete slab over 6mii poly VB on 4"gr ve 6x8 ;J compacted earth,provide control joints W fill on compacted earth,provide control jo nts ! fill on compacted earth,provide control jo ntS Construction Set -- -- w see notes �_ See notes----.-_ -a... 1ST FLOOR I"r F SEB notes- _.- 1ST FtLQ4R_�F 15 ST FFgk corbels Q _7 • " 1"SLOPE „ �' ! 2x8 landing F a (7 ! W a'aae •®` �°^ - , , Saopt - - a m - Project r9co IL "... ' :flrlck WhePeeX oSed�"••ax-- „ •�•--.•�-.�.."'""-- _- °, na a .. , a .;q g brick where exposed, min. 2 courses YtCk where exposed, min. COtlrSe.S ILIa "®' a p 4 ®^ ��° °° below rade over 4"CMU. - _� below grade over 4"CMU - _ 14004 Livin ° . . ta base flashing over rout fill between u9 base flashing over grout fill between-." --. an N Q w ° bear CMU's on concrete footing,see 9 9 _ g w W Ot I W -:- ,.-..e> ,._.,,...._=,Q��..��,.A��.,-,-:rte- - _ 5 O = ut s r [rua!engineering drawings . .-. �. wythes = r- Y Date. n€m t uc 9 g 9. (L I�im ::_ . , :::: __. %: r ' , `. .. < is € of foundation see structr aat bear CMU s on concrete footing,see �- _ .. i bear CMU s an concrete footing,see g, Q €m sa=a •� en ineerrn drawrn s -__,.,_.._�-.w�. .., ---�. > + s[ruc[ruat engineering drawrn s > :. n � g g _ . , > structruaP engineering drawings ', g g g '�»- ,, _ Q 7/ 16/ 15 n .:brick where exposed, tin 2 courses P Revised: l ra v r 4 .MU-_._, e ,-. - be ow de o e g . . 6 TOP ,, ., ._ = :�: -... . ;= _ _ " .... +" .. � 6 TOE 6 Y`OE 8 TAE I r . I � I i t - . _ _. _ -. ... _. _. _ .. 12 /04/ 15 It IT 4 R CK B f0 iC1 . .. t « See POCKET 4 � G� s �K PSC T - POCKET , :. n u n 3 =LEAR, n ,'� :LEA R 3 LAR 3 L AR , 3 LAR 3 =LEAR r, _ _. .., 3 LAR 3 L AR � .., _. _ 35'-0" A9 * 2 «. A 11Longitudinal Seciton 3/4';' ' Wall Section Covered Walkway . ; A� � Wall Section through Eave ,,.�„ A�2 Wall Section through Eave �,_Q„ A� � Wall Section tlaro Rake a9.2 g � o as.2 Y '� ca 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)—__. . ----- ---- 12 �� A9.2 W 1x6 square edge T&G or Azek where exposed ---------------- ¢ See u1 i after sites �"�,.." •-.•,,,,� W F Copyright n920ri5 Starr Sanford = / Design Associates, Inc. All rights -- -' -- ---- --- -- ---------------- -- ---- - reserved. The design concepts, interiot finish on framing w/insulation--._ — - '� drawings, written material, and interior finish on framing w/insulation--- specifications of this document are 1x6 square edge T&G or Azek where exposed the property of Starr Sanford Design 2'O" eave flashing over PT 1x4 edge strip- _ I - Associates, Inc. No part of these 12 documents shall be copied,disclosed windo %see details&schedules-- 5-v crimp metal roofing over roofing felt 3 to others,or reproduced in part or cedar shingle siding over breather fabric on over roof deck over rafters exterior plywood sheathing on insulated (align rafters&5 v roofing seams) �- _ whole in any form without the written consent of Starr Sanford wall w/interior finish as detailed __..___ ......__. __._ __,_...... __.____ ---- _ i s . ... .._._, _.�._�_�.._� -_. ___..-- -._.___--_ -- �- � Design.Associates,Inc.Do not cele elsewhere drawings.Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor 9�0,^ shall check and verify all dimensions and conditions of the job site. d'P tD 1 flashin 7-- W ' 12 - - - - N i. N 12 ('48 2 �a 8 2x8 save blocking w/4"round vents M1 8 tie i spaced every other rafter - z N i Z-01 cv y W .�`---Ao � 1 W OD OD 12 8 -,a -- 1- ; � ; MI-1 1 8 A9.2 I 3x8 ex o ed raft 2'-2" See engineering for Floor Truss size&direction 3 Z m / z ! IZO AV 0 U ZW 2 i W 1x6 square edge T&G or Azek where exposed�- 1x6 sq are edge T&G or Azek where exposed'-- �� v - - r------- ---- -- - 1 eave flashing over PT 1x4 edge strip-- 2 O eave flashing over PT 1x4 edge strip- a A 2 3 p -� - --- ----- a Nm J cedar shingle siding over breather fabric on cedar Mn le siding over breather fabric on - - -- - - - O h T O y Wim, Q 9 9 9 9 m exterior plywood sheathing on insulated exter or plywood sheathing on insulated 30� Q �o 7 wall w/interior finish as detailed �2 wall /interior finish as detailed ! � ry _ A9.1 elsewhere A9.1 e/se here -_.__..- - 9a d1 u. I p O , �,�i � W I AN t0 0 O J -J plywood floor deck on floor joists plywood floor deck on floor joists plywood floor deck on floor joists WLL LL (see Floor Framing Plan) w/band (see Floor Framing Plan) w/band (see -Poor Framing Plan) w/band joist at erimeter joist at perimeter 1 1'7 7/8'°+/- joist 3t perimeter - W 1 p 1 1 7 7/8 +/ 2ND FLOOR _ ---- ----- - -- - - f— -- -------- -- -- - ----------- - ------ - - - --k > 2"SLOPE -- - _--- — _-' _ -------- � 2ND FLOOR I i � c------ _ � O i in Mia! �v -r-- —� Miv W o- O see engineering f ct See engineering for cr See engineering for ct g g r Fl or Truss size&dire - Floor Truss size&direction :�•, >1 4oorrusssa ` N j - -�- sheetrack ceiling attached sheetrick ceiling attached '21'-1 O"' sheetrock ceiling attached g _ to flo g framing to floor framing— i to floor framing------- - 7 Lid a Garage Building Section 7 -o I � I I I I U1 f z i 80, i qi ® I ( -- zlz ! W . w Ji � i i Qi - QI cedar shingle siding over breather fabric on LL a cedar shingle siding over breather fabric on exterior plywood sheathing on insulated W 1 exterior plywood sheathing on insulated \ W wall w/interior finish as detailed > wall w/interior finish as detailed > 1i N elsewhere ---- 0 elsewhere 0 O WI WI N li l% I lo 2 i W ; O j p J Q ! W OI W C] I i W 12 I 19 ! 19 A9.1KI r A9.1 ; MAIN.HOUSE EF ( 12 ; AN 8 W flared cedar shingle siding(see detail)-----" --_ i 9 g(see detail flared cedar shingle sidin s ) _ 0 b I i O AN i i I flashing._ _ _ flashine0 i ! N "•, N 4"concrete slab over Emil 01 VB on 4" ravel W 0 4"concrete slab over VB on 4" rave fll! + 4"concrete slab over 6mil poly VB on 4' gravel poly 9 (I fill on compacted earth,provide control joints fill on compacted earth,provide control jo nts ty W on compacted earth,provide control AN v see notes GARAGE FF i 1 see notes joint see notes, -...<=s _ - _ -: _ ._ _-_"_, t _ .,_ - _ _� _„_,,,,GARAGE FF c} i I k k - N i 2.,®" ^i 3' 1 O'" 161-4" 3' 1 O"7-7 N ct .• , < I I o a'� o m a gro"nS�o a novo w a4 e a '" See engineering for A1111 . ., Float Truss size&direction i brick where exposed,min, 2 courses :� Construction Set " brick where ex osed min. 2 courses below grade over 4 CMU p _ tR —� fill between below rade over 4 CMU base flashing over grout W 9 _; w rout fill between w h s �_ _-_M --- It base flashing over g Z " footing,see ¢ w thes a v� ,0 bear CMU s on concrete --- Y : � I ® > „ Project #. __.- � ., concrete foobn see rn enn draw' s , .... °bear CMU s on co 9, ,_ :. I N i strucrrual eng e-. 9 - 9 _ , � I � ,Q _ _ _ ' tructrual engineering drawins U z ; s 9 9 9 ;.. _ _- m ro In z : 14®04 Z Q _< • " " 6 TOE 8 _ t_mI �6 TOE _ Date:I -1-L-4— � J � 7/ 16 / 1 5- , A,; LL' la. E tl. 11f,.Vls@d. W ® _._ _ A e > ; a ^� i _,,, ., _ J W o E Q _,. flo f „. , W LL co 2 SLOPE In to W BR " 4 BRICK-4 CK _._w;., .. . ,, g .., OG ET r > ; Q Sheet POG E „ L" : i n 3 3 L AR ,., L AR 3 L AR L AR 2 " " ... ,.; 24_ .0 2'. A9 * 3 as•3 Wall Section through Garage Rake , _®„ A�.3 Wall Section through Eave ,,.®„ �►9•� Wall Section through: Save , -®n �� Garage Building Section ,,eQ� 3" hall be umbo size. Note:Locate transfo finers for puck lights at Note:All cover plates shall be Jumbo size. Note:A11 cover plates s) J P g or size of casing for each room. See Finish Schedules for size of base for back of bottom shelf of wall cabinets in ^" See details f g ELECTRICAL PLAN NOTES " ' It shall be the electrical contractor's _ each room. It shall he the electrical locations that will no be readily visible with contractor's responsibility to coordinate during normal use of the kitchen. In w responsibility to coordinate casing sizes r J baseboard sizes with other trades. particular,do NOT lace transformer in 0 Recessed or surface compact fluorescent bulb light or LED. 7 r other trades. j (typical) -=� -; � wall cabinets with 91 ss doors. 1. Do not scale Drawings. Use only dimensions shown on drawings,. If dimensions Electrical Plan e� thermostat(where applicable) receptacle turned vertically laps for e -�- b baseboard up to 6 1/2"tall on the flat face low-voltage puck.lig its located as are in question, the electrician shall be responsible for obtaining clarification switch(see plans type) ' of baseboard - shown on plans _� before continuing with construction. Builder shall verify all dimensions & door casing b �. _ �X ireniold Plugmold V20GB-series non- 3 3" g y metallic multiple o alta strips or equal conditions at jobsite. Adjustable eyeball recessed compact fluorescent bulb light. � a5a a25v 3 wire single pole w/ground duplex wall outlet equal under all wall cabin is or as shown on 2. Drawings are diagrammatic only. Furnish a conduit wiring, panels breakers , plan(all outlet strip shall be protected to Hubbell#5252. disconnects, accessories, etc.for complete installation whether or not every item by GFCI outlet upl ne of outlet strips in shown specified.circuit as recommended by GFCI outlet is shvn o r specif . ° Wall-washer recessed compact fluorescent bulb light. �•_� manufacturer's inse ctions;mount GFCI 3. These drawings are intended as general guidelines for purposes of establishing a5a 125v duplex GFCI wall outlet equal to.Leviton outlet under count r L end of outlet 599 .�,,,,e, c o.:..s i•:,,-9a,< • ; certain minimum criteria, & do not necessarily represent the final layout, #boa-6 i. strip if no other out ets shown on plan are available to pro ct outlet ship) arrangement, size, brand name, capacity or other characteristic of the engineered system. System shall be designed in accordance with all applicable codes, Large pendant ceiling fixture. 2oa.125v 3 wire single pole w/ground duplex wall outlet equal standards &requirements of local utility officials. Deviations from the concepts ° shown on these Drawings should be supported by design calculations. Design to Hubbell#S36z served by dedicated 2oa circuit. b receptacle turned horizontally(go to g pP g g Copyright 9)2015 Starr Sanford �r vertical as shown) -- �---��y engineer shall prepare calculations for loading & equipment sizing, accessory Design Associates, Inc. All rights baseboard over.r r!z"tall on the flat face arrangement, etc., and shall prepare final drawings accordingly. - Split-wired 15a a25v duplex wall outlet. reserved. The design concepts, of baseboard 4 Install GFCI outlets as required by applicable codes. These areas include drawings, written material, and j receptacles in a bathroom, kitchenette,or other area where running water is Small pendant ceiling fixture. specifications of this document are present or areas exposed to the weather. the property of Starr Sanford Design 5. Install hardwired smoke detectors with battery backup on all floors. Intercomiect ® 15a r25v 3 wire single pole w/ground duplex floor outlet in Associates, Inc. No part of these iv detectors so that all will sound should one"detector activate. Verify number ofWall fixture. flush brass floor box. documents shall be copied,disclosed to others,or reproduced in part or smoke detectors required & locations w/homeowne.r & code requirements. v! whole in any form without the Detectors shall be installed in all sleeping areas just outside bedrooms as a a5a 125-277v single pole switch equal to Hubbell#1201, written consent of Starr Sanford minimum. Exposed strip fluorescent ceiling light. Design Associates,Inc.Do not scale 6. Some equipment shown on other plans may require electrical service, such as P g drawings.Use given dimensions only. water heaters, condensing units, air-handling units, condensate pumps, etc. If not shown, verify the correct Electrician shall include electrical service to all such equipment. Coordinate15a 125-277v 3-way switch equal to Hubbell#1203. .with �3 dimensions with Starr Sanford other trades concerning items requiring electrical service. Coordinate service & Design Associates, Inc. Contractor - Ceiling fan.See schedule for indication of whether fan ampacity required. Provide one duplex outlet & one light if unit is in rion-lit shall check and verify all dimensions E2.i SWITCH LOCATION DIAGRAM �`� 2 LECTRICAL OUTLET LOCATIONS DIAGRAM KI CHEM ELECTRICAL LOCATIONS p q p g Includes lights. area for every condensing unit & every air-handling unit as required by O +4 15a 125-277V 4-'way switch equal to Hubbell#1203. and conditions of the job site. applicable codes. Outlet shall be weatherproof GFCI if unit is exposed to LIGHTING NOTES MECHANICAL NOTESweather. 7. Obtain name plate rating of all equipment before roughing in &provide wiring of proper size, voltage & ampacity. Provide fused or non-fused disconnect +D 15a 125-277v dimmer switch. a. Light fixtures shall be located as close as possible to locations shown on this plan. 1. System shall be designed in accordance with all applicable codes, standards & switch as required. brew doorbell button.New items are generally shown bold as Fixtures shall align with or center on each other or with adjacent architectural requiremen s 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 accessible space conflicts. Grilles &registers shall be blocked as required so that theyalign with 2. Furnish all ductwork control wiring, piping, fittings, accessories etc. for 9. Verify service requirements with local ower conipaiincludingtransformer AUXILIARY SYSTEMS NOTES light fixtures. Light fixture &switch locations shall be reviewed&approved by complete in tallation. locations & types, disconnects at exterior of building, voltages, ampacities & Owner or Interior Designer before installation of sheetrock or other wall & 3. Insulate all heating or condenser water lines in uninsulated spaces w/tubular other details of electrical construction. Size all feeders according to NEC: Wired Combination Carbon Dioxide Smoke detector(120V g1. No alarms stems are shown. Verify alarm requirements with homeowner & ceiling finishes. foam insulation. Insulation shall.be of self-sealing type or shall be taped closed requirements. w/battery backup). y y aq 2. Center items shown in ceiling areas unless noted otherwise. w/foil-face tape. 10. Run all cable concealed in walls, ceilings or floors unless noted otherwise. install h required. ® x for computer or tele hone w/ "conduit 1 2. Telephone outlets may not be shown. Verify telephone requirements with 3. Coffer dimensions are shown to face of framing unless noted otherwise. 4. Closely coordinate work with all other trades. Maintain ceiling heights & duet 11. Support all fixtures&other items rigidly from structure of building. Empty wall b0 o p 3l4 &p� spaces rovi ed. strip to above ceiling or to other accessible space. homeowner&install as required. Consider home-running all telephone cable :}. Switches shall be located adjacent to but not intersecting door casing or trim. spa p a2. GFCI receptacles may be laid Out so that one GFCI receptacle protects other g other control devices shall.be accessible for operation & (8-wire cable suggested) to a single telephone backboard located as directed by Verify trim size &selection for each room. Grouped switches still be ganged S. All valves, dampers & o p standard receptacles beyond it if there is at least one GFCI receptacle in a room. tight together&shall be covered with a single late 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 g g g p g P p flexibility,including modem&telephone system capabilities. Switches shall typically be mounted 48"AFP to center of switch. manufactured for such purposes. 13, Insulate&seal solidly behind receptacles in exterior walls. Computer outlets may not be shown. Verify computer network requirements S. Support all fixtures rigidly from structure ofbuildin . 6. All units ab ve ceiling shall have auxiliary drain pans installed below entire unit, 14, Kitchen equipment service m.ay not be shown on plan. Verify whether 3' P y P q 6. Pp g with homeowner& install as required. Consider installing all computer wiring (� 6. Verify device&plate colors with Owner or Interior Designer. Route internal & auxiliary drain lines down t0 floor.drain or utility sink in equipment should be hardwired or requires an outlet & connect as required. Consult Owner&add exterior securitylighting 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 �' g g 1 1 g gyp 9 backboard installed as directed by the homeowner. Also consider installing &switching. homeowner. 8, Consult Owner& add landscaping lighting if required. Verify lighting type & 7. Provide fre li air duct to each air-handling unit as per applicable codes. Fresh air CTAT-5 cable if the house is being constructed on a speculative basis since this is switching. Connect all exterior lighting to photocell control relays with duct shall extend from intake blower at exterior to return air side of ductwork. the most cormnon network cable currently in use. tianeclock override for tune-controllable illumination during darkness. 8. Provide pressure regulators for all gas equipment as required for propel` 4. Cable 'I'V outlets may not be shown. Verify cable TV requirements with g 9. All fluorescent lamps shall be warns white deluxe. operation. Verify gas pressure at meter to determine necessity of regulators. homeowner&install as required. 10. All light bulbs shall be compact fluorescent bulbs. 9. Coordinate with electrician concerning items requiring electrical service such as condensing units, air-handling units, condensate pumps, motorized dampers, etc. 10. Coordinate service&ampacity required. The Buildershall test pressure-reducing valves, I'&P relief valves &other safety' 9'7 z 9 a devices prior to the operation of system. The Builder shall test and balance all systems pric r to completion of the work. Provide service provide service j for powerblinds above F manta@''. ; for owerblinds � _ above mantel,' erify h@rg t wlowrler,,L. n4 42" m...= WPOWP 42" i42 : -------------------------- 3-2 4 4 x 32 32 i i -- align on door align on door 3-2 i t � Q k fan on pull chain JJ EQUAL EQUAL a1 EQUAL EQUAL , ; .0 E ro align on on ..,_,. „• fan on pull chain � r r , _. provide F_--1service r or outlet below t 42 Provide service counter for garage door align on door' align on door 9 9 _.. . _ openers a 6 - - i , " gas lantern as lantern n : cis � _, ._ ou et ro ❑.,,. ® door bel! �_-__ . f ., t below 8.. a e I chime :;� ` switches , M E Ito exterior security ` o lighting&switch above I " �.. �_ _..._ C - 421 to pool lighting -Q Jrs' 1 , ;d o� _ 1 a q , , provide service _- ___ _. P - _ 42+, 6 AA I for garage door / u � .i � _ f � exhraust fan,, - __- verify placement openers o cr3 I ® wl!lght _....3 wfowner / / , L 36 M � s L e" -----� fin npul�ch r Construction Set to photocell wp - - __ 6" i .t t 336"- :- _<-- __,, o ern &hmeclock 32 provide service ` - WP ®.._. for al!equipment Proi ect #. 3 36 exha t to lighting ' & witch above t E�� m fan/li t r. prowdPervice14004 ri_J lift com for washerldryer &in wall vent box i 7 �,a door switch o Date: 3 4,. ; 36„ 42" l 42 4 3 -.-.. ,._. _..... ...._.. .............. ,.............. 7/ 16/ 15 _ provide service Revised: for powerbunds44- o a.. . 1/ 26 / 16 UJ s..--. -----_.._ 1-5 .� y +Ta Py Sheet E2 * 1 PT A FIRST LEVEL ELECTRICAL 1, - I E2.1 Note:All cover plates shall be Jumbo size. ____ EQ Ate_____ Recessed or surface Compact fluorescent bulb light or LED. GFCI receptacle located on sidewall Electrical® eCtrica11'lan e adjacent to vanity&centered on vanity as shown backsplash(verify w/cabinet details) Adjustable eyeball recessed compact fluorescent bulb light. I. i5a 125v 3 wire single pole w/ground duplex wall outlet equal to Hubbell#5252. Wall-washer recessed compact fluorescent bulb light. x za duplex F outlet vit �{ t5a Sv du 1 GCI wall 0 1 equal to Le ' on • o -- - #8ot-6599i. Large pendant ceiling fixture. j' 2oa 125v 3 wire single pole wlgzound duplex wall outlet equal ,c�:r„ - •,��,�,.�„ - ,,a�-��,r ' to Hubbell#5362 served by dedicated 20a circuit. - Split-wired 15a 125v duplex wall outlet. i Copyright C)2015' Starr Sanford Small pendant ceiling fixture. Design Associates, Inc. All rights .(� reserved. The design concepts, Y drawings, written material, and ® 15a 125v 3 wire single pole w/ground duplex floor outlet in specifications of this document are j' flush brass floor box. the property of Starr Sanford Design __-- Wall fixture. Associates, Inc. No part of these documents shall be copied,disclosed to others, or reproduced in part or c� t5a 125-2777 single pole switch equal to Hubbell#1201. whole in any form without the Exposed strip fluorescent ceiling light. written consent of Starr Sanford P P $ g Design Associates,Inc.Do not scale drawings.Use given dimensions only. c{;3 i5a 125-2777 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 and conditions of the job site. O 4 15a 125-2777 4-way switch equal to Hubbell#1203. E2.2 VANITY ELECTRICAL LOCATION s/®, ® 15a 125-277v dimmer switch. New doorbell button.New items are generally shown bold 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&pull string to above ceiling or to other accessible space. Telephone wall jack. g N. _- exterior exterior lighting as: �.... „., provide service provide service lighting as per Ownet for owerblinds for owerblinds above � c ` s 3 l� �r seperate switch for light&fan T • align on CL of apeni gs � v c QLW -77 seperate switch 1 36 provide dryer rrt watd vent box&pan l for fan&light ... 36 36" provide 1T.... serv" : _ _..•,. .�_.._. for dryer door switch i r to ..,.. disposal l 4 'JJ,"1.! m vvi.Q 36 _ems >> seperate switch „_. - a o - - } f for fan&light _ - LP _ ,r ._.+9 Mn exhaust J fan/light combo + _ ..... wp, seperate switch �... rv. for fan&light oristrUctlt121 Set Project #: to lighting! 14004 belc '; ' &switch, Date• light& 7/16/15 exhaust fan Revised: .... xt rior e e lighting as per Owner Sheet owAa. SECOND LEVEL ELECTRICAL1/4"