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675 BEACH AVE POOL HOUSE 14 4 :1 -........_L . .,.._.___.......t; _ - . 'I i .::X,..-_%..,.j "..I 111F��i�illil..:::.: ■ i . : ,. I I .11 , ... !: ; ii�i�i�iii*--, ::.`*'." B E _N Z RE S I D E N C E ,'. I biii��:�'��:�*��,��:��iiiii�!�l��- ... ..... : .:....I...... Atia ntic Beach ri -.��::��i��i�i��i�� o a ��]�i��i:�;:��i��i�� ::::::!!::::!:.:::: ]��i::��i��.....��..�� :_� :.X.X.::..�..��.. ::::: : ........I.;.. .__ , . . .. . ..�..�:��i4 :::::::: ...... ::::::::::::.:;::::::::::....::.:.::: I .::.X::: .:::::..:::.X:::.1-: . ..-........ -.............. ... :. . .... , ...::::::.:.:::::,...::.l:.:..:,:.:..... ......._%:......, ....... I . I... - .......- :1 , , . .. 0 1 . � , - I : � ] :_ , - . . . "I ,� ... I , . >I I I ' lle I I „1:.. ..:.11 . . . , A I 11 11 :, .l:i,,..C:,!i:: i:,;z3)::,:", .,A.1;1*.-.,Ik..�.�,::" _� 11 11 .. PORCHES & BALCONIES 1VIASSING & WALLS PLAN NOTES Meth. Elee. & Plumbin Systems CABINETS & FURNITUI ER Index Copyright =3 Starr Sanford Design Associates, Inc. All rights Columns _ drawings, written material, and CONCRETE MASONRY UNITS Floor Plan Notes � reserved. The design concepts, Millwork specifications of this document are Mechanical p 1. Wood posts shall be 4x4, 6x6, or 8x8 (see Drawings) and shall be#1 Common 'C0.1 Title Sheet & Specifications the property of Starr Sanford Design rade 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 1. Do not scale drawings. Use only dimensions shown on drawings. Ii dimensions � Associates Inc. No art of these g p Z 0.2 S Specifications & Plan Notes p 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& are in question, the builder shall be responsible for obtaining clarification before p than post material �, g• g q P 9 documents shall be copied,disclosed continuing with construction. Builder shall verify all dimensions &conditions at requirements of local utility officials. Design engineer shall prepare calculations 2. Post corners shall be chamfered unless noted otherwise. Begin chamfer 1 post all structural elements such as footings,foundation walls&slabs. g Y continuing with construction. Builder shall verify all dimensions &conditions at to others,or reproduced in part or obsite. for equipment sizing, duct sizing, accessory arrangement, etc., and shall prepare 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 1 jobsite. A1.1 Existing / Demo Site Plan whole in any form without the 2. Dimensions shown are to cent rline of interior walls or to outside face of stud or final drawings accordingly. 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. Field-verify all dimensions before beginning millwork fabrication. Verify all written consent of Starr Sanford mason on exterior walls unle s noted otherwise. 2. Furnish all ductwork, control wiring, piping, fittings, accessories, etc. for A1.2 Site Plarl 1/2 post width below capital unless noted otherwise. Chamfers shall be 3/4"for subject to freezing conditions' exposed work shall be brush-cleaned to be masonry kitchen equipment sizes w/homeowner before ordering cabinets. 3. Builder shall establish finish loot elevation in consultation with homeowner. complete installation. .:. Design Associates,Inc. Do not scale 4x4 posts, I"for 6x6 posts, and 1-1/4"for 8x8 posts. Begin and end chamfers free of surface mortar. 3. All cabinet dimensions shown on floor plans or elevations are to_;pnrnary surface unless noted otherwise. 3. All mason work below finish' rade shall be filled with grout. This includes all 4. Builder shall take into accoun design intent, including number of steps, water 3. Insulate all heating or condenser water lines in uninsulated spaces w/tubular of cabinet. Countertops typically overhang these dimensions &kickspaces i� drawings.Use given dimensions only. with a flat taper equal to the depth of the chamferu masonry 9 foam insulation. Insulation shall be of self-sealing type or shall be taped closed A2.1 First Level Floor Plan If not shown, verify the correct 3. Turned posts may be #1 Common grade pressure-treated pine or better, or may cores, cavities&other spaces. table masonry, etc. Builders all also assure that there is adequate clearance g Yp p underhang them. between finish rade &an wo d construction. w/foil-faced tape. be Perma-Cast. 4. Newly laid masonry shall not oo.disturbed in any manner. Any section which has 9 Y 4. Provide pre-finished closures, trim or moldings as required to fit walls oCfun-trigs. 1100E Plan dimensions with Starr Sanford square)may be redwood Perma-Cast or limestone. been disturbed before mortar",_as set shall be completely removed & re-laid. 5. Locate doors so that door casing abuts wall finish of adjacent wall unless noted 4. Closely coordinate work with all other trades. Maintain ceiling heights &duct 5• Builder shall provide adequate wood blocking in walls to`secwP_millwork, i • Design Associates, Inc. Contractor 4. Classical columns (round or sq } y First Level Electrical Plan otherwise or unless door casing is narrower than 3 1/2 In this case, install door spaces provided. Protect masonry work from moisture and temperature changes at the end of shelves, fixtures, mirrors, grab bars&toilet accessories as required to walls. shall check and verify all dimensions each day's work. _ frame with appropriate shim pace against liner and stud. Do not omit stud or 5. All valves, dampers &other control devices shall be accessible for operation & 6. See Finish Schedule for wall, base, floor&other finishes. Foundation Plan and conditions of the job site. liner to et the door closer to adjacent wall. In cases where a door is shown maintenance through accessible ceilings or through access doors or panels 5. Concrete masonry units shall,be sound, dry, clean &free from cracks. CMUs g j 7. All materials shall be moisture-resistant in countertops w/sinkill 's, lavatories or approximately in the center of wall, locate door in the exact center of the wall. manufactured for such purposes. IT shall be Grade A units conforming to ASTM C-90. CMUs shall be laid running pp Y other plumbing. Plywood to be covered w/plastic laminate shall be cabinet-grade Beams bond using full & half-blocifs unless noted otherwise. Saw-cut blocks if 6. Window rough opening head eight shall generally be 8'-2 1/2" above floor slab 6. All units above ceiling shall have auxiliary drain pans installed below entire unit. AA fir plywood. All totally concealed wood framing shall be#2 southern yellow t, • or deck at the first level &6'-1 1/2" above floor deck at the second level unless Route internal &auxiliary drain lines down to floor drain or utility sink in utility non-modular dimensions are required. pine. 4 A2.2 Second Level Floor Plan noted otherwise. See plans&exterior elevations for window alignments, window room or other non-public areas where overflow would be noticed by homeowner. ,. 1. Wood beams shall be#1 Common grade pressure-treated pine or better. 6. CMU bearing walls shall be minimum 8" thick, &shall be reinforced w/truss-type p g 8. Sections and details shown may not cover all cabinet conditions, but are Second Level Framing Plan `A types & muntin patterns. Ad ust 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 '1 � g 2. Beams supporting masonry shall be limestone or reinforced concrete. reinforcing every other course q Yp P g 9 Y ( ) intended instead to indicate the general design and character of the cabinets. In } 4* required to course with masonry veneer, if an Provide filler strip between duct shall extend from intake blower at exterior to return air side of ductwork. Second Level Electrical Plan 3. Metal beams shall be hot-dipped galvanized steel. 7. Reinforce CMUs vertically by .piing cores from footing to top of wall w/grout& 1 q Y Y P cases where no detail is shown, use most similar condition detailed and modify #5 bar 48" OC. Reinforce CM Us @ corners by filling all such cores from footing window and masonry sill if r quired to allow the masonry sill to course with 8. Provide pressure regulators for all gas equipment as required for proper for cabinet elevation shown. to top of wall w/grout& 1 #5 bar. Reinforce CM within 16"of beam or girder surrounding brickwork. In no ase should brick be cut to either course with the operation. Verify gas pressure at meter to determine necessity of regulators. bearing or other concentrated loads by filling all such cores from footing to top of head or the sill of a window or door. 9. Coordinate with electrician concerning items requiring electrical service such as A3.1 Exterior Elevations wall w/grout & 1 #5 bar each core. Reinforce 1 CMU core under each end of 7• Window sizes indicated on pla s are generic sash sizes, condensing units, air-handling units, condensate pumps, motorized dampers, r 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. CEILINGS & ATTICS I E W R K each core. Reinforce all openings in CMU walls larger than 12"in any direction windows&direction of swing o casements w/homeowner. 10. The Builder shall test pressure-reducing valves, T&P relief valves &other safety ATTACHMENTS & S T O w/2#5 bars at all sides of the opening. Extend bars 24"past corners of opening. Walls, ceilings &floors of ancillary spaces such as closets &storage areas shall devices prior to the operation of system. The Builder shall test and balance all A9.1 Wall Sections & Details 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. 10. Coordinate location of utility eters on site to be away from public view and to Ceiling & Roof Framin• as vertical reinforcing into footing &lap vertical reinforcing 24" minimum. Install Y Y p g g 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 ,_ �_4 all door&window openings, to allow more effective screeni g, 1. All structural members shall be sized to carry all imposed loads bya structural �� 4� 8. Consult local licensed structural engineer if CMU walls will be required to act as 11. Sprinkle powdered boric acid onto bottom plate of wall at a rate of 1/8 cup per 2' engineer or other individual acceptable to state&local authorities. '11i 1 1. Fireplaces shall be constructed with Isokern system or equal. of late except 1/4 cu per 2' f late in walls adjacent to kitchen, bath or other 1. System shall be designed in accordance with all applicable codes, standards& retaining walls. Backfill after first floor is set. p p p p P 1 1 g pP 2. Ceiling &roof framing &blocking shall be/E2 KD southern yellow pine: � 2. Flues shall be clay file or Isokern DM flue system except that triple-wall metal 9 Mortar shall be fresh) prepared and uniform) mixed in the ratio b volume of 1 wet or food storage areas. oric acid shall be installed immediately before requirements of local utility officials. Design engineer shall prepare calculations y flues may be used only with European Copper chimney pots(see below.) Y p p y Y 3. All framing &blocking lumber shall be kiln=dried to a moisture contelit of 19%or art cement, 1 art lime putty, 6 arts sand &shall conform to ASTM 270 and to installation of insulation in ins lated walls or immediately before installation of for pit2e&equipment sizing, accessory arrangement, etc., and shall prepare final 3. Chimneys shall be brick or stucco on 4'minimum masonry. p p R p better. Y BIA Designation M1-72. L'irne 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. 4. All wood in contact w/concrete, earth, Masonry, or in a moist locafon shall be 4. Chimney pots for clay file or Isokern DM flues shall be traditional clay chimney treated with boric acid. 2. Furnish all piping,fittings, accessories, etc. for complete installation. Superior Clay. pots for metal flues shall be equal to used.All mortarjoints shall be completely filled as the masonry units are laid.; pressure-preservative-treated with awater-borne preservative applied by pots equal to Sup Y Y P q 10. Grout shall be fresh[ mixed of,fluid;consistenc and uniformly"mixed inth`e ratio 12• Prefabricated fireplaces and lues shall be UL approved and installed as per .3. Insulate all domestic water supply lines in uninsulated spaces w/tubular foam European Copper metal chimney pots by Jack Arnold. Y Y y ct I vacuum process in closed cylinder&shall be kiln dried after treating.: Y p p p po `g "manufacturer's specifications and accepted construction practice. Itis the ,insulation. Insulation shall be of self-sealing type or shall be taped closed 5 Wood blocking shall be solid &shall match the depth of the primary framing b volume of 1 art cement, 3 arts sand 2 arts a ravel. F!II cells of P P P g Yp p masonry in vertical reinforcing in lifts no.t to exceed 48". Grout shall conform to builder's responsibility to assure that all applicable codes regarding fire wifoil-faced tape. members. General Conditions SEALANT ASTM Designation C-476. separation, use of materials &other fireplace criteria are met or exceeded. 4. cleanouts shall extend to surfaces or shall be provided w/access doors or 6. Roof trusses shall be designed, fabricated & erected in accord Vince w/the _,, 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 "Design Specification for Light Metal Plate Connection Roof Tru�:,- s of the � l of footing at locations for Ai; ceA rcement 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 Truss Plate Institute. Truss manufacturer shall provide en ine6h design &'� 1. These Plans are the property of STARR SANFORD DESIGN V 1. Use materials appropriate to the application for maximum life and optimum t0A' restrooms&otherroomswher water is present. rel=frictions. p ' g g g ASSOCIATES INC. These Plans are r r from wall into footing. shop drawings which bear the seal of a registered engineerin the state in which r protected by Federal 0 Fowl appearance. All joints should be sous.., clean, dry& free of contaminants. `°• 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. ��? ., Copyright 12. Pro4 le 3/4 x 12 ancho bolt et all reinfor work is to be performed. Shop drawings shall indicate the speci�s, sizes & Copy g t Laws. Any use of the information contained herein '� Caulking or sealant should be applied in accordance with spec data sheets and , d'chor 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. beyond the use authorized b STARR SANFORD DESIGN foundation is concrete, provr: g P P 1 stress grades of lumber, metal connector plate sizes & types; ,Raring_& Y Y a 1 n e dations. Calors shall be selected by coordinate n s specific r2co__tm n _ 7. . Chisel n to work with all other trades. Maintain ceiling heights & pipe w _ �...manGfaez.�r_r: p ,_ _,R ,; � • ,,, ,.,, „__ � t _,,,, :toss than the_followrn clearan es from finish wall o fixture on either side. Y g g p p _ °. - �.,. � _,• ,_�< .•,.e-y � • . _ edges ofopenrngs,fo, connect[.inufframrngtoconcrete_.orrn�r,,onryworh. �.: . , :; , , 9 anchorage details. Truss manufacturer shall submit su ort,p aesr n ASSOCIATES, INC., or any duplication, publication, sale or la t shall be ; homeowner from manufacturers standard colors. Caulking or sea n -.� \,� ;. , Lavatory: 15". Toilet: 18". spaces provided. g �pp,` g g distribution of an "art of these Plans without trio riot written ct�; documents which indicate loading, section modulus, assumed aliow��ble stress, � ,,;<<: i y P. p installed so that finish surface is smooth, even &regular. 8. Al,;;valves, cleanouts & control devices shall be accessible for operation & � ' T -- • stress diagrams, calculations&any other required supporting inforrtS;tion, which consent of-STARK SANFORD DESIGN ASSOCIATES, INC. �� 2. Caulking shall be installed at interior dry joints between dissimilar materials as Vo' a,ll Framing u) maintenance through access doors or panels manufactured for such purposes. is for file purposes only as the Architect shall not be responsible for checking represents a violation of Federal Laws subject to the prescribed required. Electrical Plan Notes 9. Soil &vent stacks shall have cleanouts as indicated on Drawings and/or as i 3. Sealant shall be installed at exterior or damp interior joints between dissimilar g calculations. penalties. required by applicable codes for proper maintenance. 2. All work is to be in accordance with the latest codes. recommended b 1• All structural members shat bc,size. to carry all imposed loads by a structural 7. Any hip or valley rafter over 28'long shall be Laminated Veneer Lumber. materials as required. Prime all substrates w/primer as reco y engineer or other individual a:ceptabl - ate'&".local authorities. 1. Do not scale Drawings. Use o ly dimensions shown on drawings. If dimensions 10. Measure wall thickness before ordering exterior wall hydrants. 8, Roof sheathing shall be 5/8" Exposure 1 tongue &groove I wocfd glued w/ Local Ordinances: Porte Vedra Beach, St. John's County, FI when g V__ 9 p 9 g p Y g W manufacturer of sealant, Apply sealant from the bottom up, Apply sealant 2 Wall framing &blocking shall be."white pine, spruce,"bt fir stud rade or better. are in question, the electricia shall be responsible for obtaining clarification 11. Coordinate placement of all drams with flooring subcontractor. waterproof construction adhesive &screwed or nailed 12"OC to frami . Building Code: 2010 Florida Building Code Residential open-cell 9 g p 9 joint is approximately half-way between design extremes. Use flexible opobefore continuing with cons ruction. Builder shall verify all dimensions & All pressure piping located in inaccessible areas such as under slabs shall be polyurethane foam balker rods at all butt joints to create a sealant joint no 3. All framing &blocking lumber shall be kiln-dried to a moisture content of 19%or 9 Y 9. Hold roof deck panels apart as recommended by decking manufactur r. Electrical Code: 2008 National Electrical Code better. conditions at jobsite. continuous copper tubing without joints. 10. Hold roof deck panels away from items penetrating roof deck as recommended 3. It is the builder's responsibility to assure that all manufactured ! . thicker than 1/2 the width of the joint, but in no cases thinner than 1/8 or thicker wood in contact w/concrete-earth masonry, or in a moist 2. Drawings are diagrammatic o I . Furnish all conduit, warn panels, breakers, 12. All pressure piping located in inaccessible areas such as under slabs shall be I� 4. Allw y, i,�tlocationshallbe 9 g Y wiring, by roof deck manufacturer to allow for expansion &contraction of roof deck, articles, material, and equipment are applied, installed, than 3/8". Lap joint depth shall be no greater than 1/2 the width of the joint. disconnects, accessories, etc. or complete installation whether or not eve item continuous copper tubing without joints. pressure-preservative-treated with a water-borne preservative applied by P every Hip rafters, ridge boards, &valley rafters shall be one size larger than'rafters. connected, erected, used, cleaned, adjusted, operated and is shown or specified. 13. Coordinate with electrician concerning items requiring electrical service such as vacuum process in closed cylinder&shall be kiln-dried after treating, p 11. Purlins shall be 2x4s 16 OC. Provide 2x6 rafter ties at all locations where ceiling conditioned as directed by the manufacturers, unless herein 3. These drawings are intended s general guidelines for purposes of establishing water coolers, sensor flush valves & water heaters. Coordinate service & 5. Wood blocking shall be solid &shall match the depth of trio primary framing 9 g 9 P P 9 joists run perpendicular to rafters. specified to the contrary. Builder shall follow all Instructions t0 A certain minimum criteria, & o not necessarily represent the final layout, ampacity required. members. Provide blocking in wall to secure mounted millwol'k shelves, fixtures, Y p Y sustain and preserve all expressed or implied warranties and mirrors, toilet accessories&othe items requiring a permanent attachment to the arrangement, size, brand ame, capacity or other characteristic of the 14. Provide expansion valves & pressure relief valves &drain lines from water T guarantees. N C.� engineered system. System all be designed in accordance with all applicable heaters. Route drain lines down to floor drain or utility sink in utility room or other Lighting 4. It is the builder's responsibility to check all plan dimensions & .wall. g Y Y g Pp t� g codes, standards & re uirem ants of local utility officials. Deviations from the non-public areas where overflow would be noticed by homeowner. Do NOT 6. Interior walls shall be 2x4 studs (�;112" thick) &exterior walls shall be 2x6 studs q Y •;�, details for overall accuracy appropriate to the site & final "I concepts shown on these Drawings should be supported b design calculations. locate pressure relief line terminations above any location such as sidewalks (5 1/2" thick) unless noted otherwise:Exterior walls of garages &other unheated ppp Y g 1. Light fixtures shall be located as close as possible to locations shown on this selection of masonry, floor joists, lumber, structural members, areas shall be 2x4 studs unless noted otherwise. Design engineer shall prepa a calculations for loading & equipment sizing, where people might be standing in the event of activation of the valve. If line is g p veneer, roofing, etc. Names of materials & manufacturers run to exterior, extend line concealed in walls to within 18" of finish rade & plan. Fixtures shall align with or center on each other or with adjacent 7. Headers shall be sized by structural engineer to meet all local live &dead load accessory arrangement, etc., and shall prepare final drawings accordingly, g shown on these Plans do not represent an endorsement or t 4. Install GFCI outlets as required b applicable codes. These areas include terminate with 90°elbow pointed down. architectural elements. Coordinate locations of light fixtures with HVAC grilles P Y requirements. Install minimum 2x4 liner under each end of all headers. Install q Y pp so that they align with or are at least symmetrical with each other where there recommendation by SANFORD DESIGN ASSOCIATES, INC. 2x6 over to late of wall in walls parallel to framing above for sheetrock receptacles in a bathroom, kitchenette, or other area where running water is 15. Provide pressure reducing valve as required for proper operation of the system. Y g. s Y 5. Final selections of materials to be used are the responsibility Of p P P 9 may be conflicts. Grilles & registers shall be blocked as required o#hat the P Y resent or areas exposed weather. Verify water pressure at meter to determine necessity of reducing valve. the homeowner and/or builder, including, but not limited to blocking. Install minimum 3 studs @beam bearing points unless noted P p align with light fixtures. Light fixture &switch locations shall be'reviewed & � g� otherwise. 5. Install hardwired smoke detectors with battery backup on all floors. Interconnect 16. Seal to wall, floor or countertop around all fixtures with tub & the sealant to installation of materials, nailing, 8. Exterior Wall sheathing shall be 1/�'CDX plywood sheathing. detectors so that all will soun should one detector activate. Verifynumber of match color of fixture unless noted otherwise. approved by Owner or Interior Designer before installation of sheetrock`br other proper g, i caulking, wall &ceiling finishes. insulating, flashing, roofing, weatherproofing & many other 9. Exterior Wall sheathing shall be w a ed in T ek Housewra ore equal, Install smoke detectors required & locations w/homeowner& code requirements. 17. Install shower heads 80"OC AFF @ wall penetration unless directed otherwise small items & details not necessarily indicated on the Plans 9 PP Yv P q 2. Center items shown in ceiling areas unless noted otherwise. Y Detectors shall be installed i all sleeping areas just outside bedrooms as a by homeowner. as per manufacturer's recommercations, making sure to achieve an airtight P g 1 3. Coffer dimensions are shown to face of framing unless noted otherwise. Over which SANFORD DESIGN ASSOCIATES, INC. has no seal at the edges of the wrap&at all-interior joints. minimum. control or responsibility. 9 P 1 4. Switches shall be located adjacent to but not intersecting door casing or trim. P y 6. Some equipment shown on of er plans may require electrical service, such as Bath Accessories Verify trim size &selection for each room. Grouped switches sh1hbe ganged 6. These plans provide ideas & concepts & are not intended to be :11water heaters, condensing u its, air-handling units, condensate pumps, etc. tight together&shall be covered with a single plate designed for that purpose. complete in all respects & details of weatherproofing. Use of a Finishes Electrician shall include electri al service to all such equipment. Coordinate with f potential varlet of window or door brands & types & use of Switches shall typically be mounted 48'AFF to center of switch. P Y YP other trades concerning items requiring electrical service. Coordinate service & 1. Bath accessories are generally not shown anywhere on plans, but should be 5. Support all fixtures rigidly from structure of building. ,i different materials & thicknesses Can change details. ampacity required. Provide on duplex outlet&one light if unit is in non-lit area installed as noted below. Homeowner shall select accessories. Additionally,i t i o n a l I varying i n codes & regulations, 1. Wallboard &ceiling board shall bescrew-attached 5/P"fire-rated gypsum board 6. Verify device&plate colors with Owner or Interior Designer. = Y, Y 9 foundation for every condensing unit& very air-handling unit as required by applicable 2. Install toilet paper holder 24" OC AFF &minimum 36"OC from wall behind toilet ' requirements & electrical & mechanical plans can also change conforming to ASTM c36-64. Use oaf this material in lieu of standard 1/2"gypsum 7. Consult Owner&add exterior security lighting if required. Verify ligt,iting type& q P 9 codes. Outlet shall be weathe roof GFCI if unit is exposed to weather. (1 per toilet). board will result in a stiffer,straighter, smoother wall at slightly elevated cost. Allswitching. details. details used in these drawings are'�based on 5/8"gypsum board. 7. Obtain name plate rating of all equipment before roughing in &provide wiring of 3. Install 18" towel bar in tub on wall opposite shower @ 60' OC AFF (1 per 8 Consult Owner&add landscaping lighting if required. Verify lighting type & 7. It is the builder's responsibility to assure that all work is in zk. proper size, voltage &ampaci y. Provide fused or non-fused disconnect switch bathtub). - strict accordance with the latest edition of all applicable 2. Wallboard @ file sh:.11 be eq,ar to Georgia-Pacific Dens-Shield tile backer board. switching. Connect all exterior lighting to photocell control relays lith timeclock P P as required. _ 4. Install 24"towel bar outside tub or shower @ 48"OC AFF(1 per tub or shower). National, State and Local Building ' 3. Wallboard @ damp areas shall be equal to screw-attached 5/8" moisture q override for time-controllable illumination during darkness. g Codes. It is the builder's 8. Provide panelboards of proper voltage &ampacity for all electrical circuits. More 5. Install soap dish @ 36"OC AFF(1 per lavatory). i.a responsibility to assure that all work is in strict accordance resistant gypsum board @ all areIs exposed to high humidity levels such as 9. All fluorescent lamps shall be warm white deluxe. bathrooms. than one panel may be requi d due to number of circuits required. Provide a 1Q. All light bulbs shall be compact fluorescent bulbs. ei with the latest edition of all applicable Construction Standards. 4. Sheetrock accessories shall be equal to USG.All exposed corners and gypsum minimum of 8 spare circuits. + 8. Names of materials & manufacturers shown on these Plans do permit Set boarded es shallhaveappropriate 1etalaccessories. Sheetrockjointtreatment 9• Verify service requirements with ,� not represent any endorsement or recommendation by g � i Auxiliary Systems locations & types, disconnec s at exterior of building, voltages, ampacities & y y SANFORD DESIGN ASSOCIATES INC. Final selections of . materials shall conform to ASTM c416-64. Tape all joints &apply 3 coats of joint r compound. Sand between coats an��after the final finish coat. other details of electrical construction. Size all feeders according to NEC :, materials to be used are the responsibility of the homeowner Tile showers shall be constructed oat lealp st the following minimum standard: requirements. 1. No alarm systems are shown. Verify alarm requirements with homeowner & It and/or builder, including, but not limited to proper installation Project #: 10. Run all cable concealed in wall ,ceilings or floors unless noted otherwise. install as required of materials, nailing, gluing, caulking, insulating, flashing, 14008 5. Wall tile shall be installed over Georgia-Pacific Dens-Shield file backer board or .,, equal and shallsbe installed to an elevation of 72' or higher as required to 11. Support all fixtures&other ite s rigidly from structure of building. 2. Telephone outlets may not be shown. Verify telephone requirements with roofing, weatherproofing & many other small items & details produce full (uncut) file throughou the height of the wall. The floor shall be 12. GFCI receptacles may be laic out so that one GFCI receptacle protects other homeowner& install as required. Consider home-running all telephone cable 1 not necessarily indicated on the Plans over which has no Date: standard receptacles beyond i if there is at least one GFCI receptacle in a room (8-wire cable suggested) to a single telephone backboard located as directed by control or responsibility. SANFORD DESIGN ASSOCIATES, prepared by grouting to slope to drain over a waterproof membrane. Floor the •, 11/19/14 t and if they can all be on the sa e circuit. homeowner as this will allow for much greater future telephone system flexibility, INC. not be held liable for any errors, omissions, 0 r shall be laid diagonally. Small bullnose trim shall be used at all edges. Cove trim 13. Insulate&seal solidly behind r ceptacles in exterior walls. including modem &telephone system capabilities. deficiencies in any form by any party whatsoever for these Revised' shall be used at all7interior comers. . 6. Remove all rust, grease &erection marks from surfaces to be painted. Fill and 14. Kitchen equipment service ma not be shown on plan.Verify whether equipment 3. Computer outlets may not be shown.Verify computer network requirements with various 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" - j• 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 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 natural-finish surfaces.All knots, pitc4 pockets&sap streaks shall be shellacked the house is being constructed on a speculative basis since this is the most before paint is applied. All finished surfaces shall be left smooth, even &free common network cable currently in use. i 4. Cable TV outlets may not be shown. Verify cable TV requirements with from defects. Brushwork shall show even coatings free from brushmarks. Do not roll-apply any paint on trimwork or other wood. Trim shall be brush-applied only. homeowner&install as required. No paint shall be applied to wet or damp surfaces or until undercoat is dry. T Sheet Coverage shall be complete so that no primer or substrate may be seen through - Interior Dampproofing the finish coat(s). T0 * 1 � 1. Vapor barrier shall be installed under new wood flooring on existing slab &shall A be lapped 6" minimum at.all joints. za - - - 1 I i :::::::. :.. .:: ;�ti .::.: il .14 FOUNDATION PLAN NOTES FRAMING NOTES ELECTRICAL PLAN NOTES LIGHTING NOTES _.:... I. Do not scale Drawings. Use only dimension shown on drawings. If dimensions I. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions r. Do riot scale Drawings. Use only dimensions shown on drawings. If dimens oris r. Light fixtures shall be located as close as possible to locations shown on this plan. the framer shall be responsible for obtaining clarification before are in question, the electrician shall be responsible for obtaining clarification Fixtures shall all n with or center ori each other or with adjacent architectural are in question, the roofer shall be responsible for obtaining clarification before are in question, p g q p g g with construction. Build- v dimensions & elements. Coordinate locations of light fixtures with HVAC grilles so that the will i construction. Builder shall verify all dimensions& conditions at before continuing Builder shall verify all all dimensions& conditions at continuing continuin with construction. Builder shall erify g y g g y ' 1. . jobsite. jobsite. conditions at jobsite. align with or are at least symmetrical with each other where there may be : ` 2. All structural information shown is for reference purposes only. Builder shall 2. All structural information shown is for reference purposes only. Builder shall 2. Drawings are diagrammatic only. Furnish all conduit, wiring, panels, bi,eaers, conflicts. Grilles& registers shall be blocked as required so that they align with v licensed structural engineer review actual site conditions& design all have a local licensed structural engineer review actual site conditions& design all disconnects, accessories, etc. for complete installation whether or riot ever item light fixtures. Light fixture &switch locations shall be reviewed &approved b have a local l g g g P y . g g PP Y .r.. s structural elements such as footings,foundation walls&slabs. structural elements such as framing, footings, foundation walls & slabs. Their is shown or specified. Owner or Interior Designer before installation of sheetrock or other wall & „ . .,.:.,z, r ......._ 3. Builder shall inspect site & excavated conditions prior to beginning foundation design must take into account locally-required live loads, wood species, and 3• These drawings are intended as general guidelines for purposes of establishing ceiling finishes. construction. Builder shall notify homeowner and/or local licensed structural types of joists and rafters (dimensional lumber, LVL, metal- or plywood-web certain minimum criteria, & do not necessarily represent the final layout , 2. Center items shown in ceiling areas unless noted otherwise. engineer of any non-typical conditions concerning soils, ground water or any truss joists, etc.,) any of which may vary with your locality, contractor, and arrangement, size, brand name, capacity or other characteristic of the engineered 3. Coffer dimensions are shown to face of framing unless noted otherwise. ,.<..,::.;.i.: ;:;,;::<:«< �A! >1,,:. V.- other issue which may require additional or special engineering design. 3• building material supplier. system. System shall be designed in accordance with all applicable codes, 4. Switches shall be located adjacent to but riot intersecting door casing or trim. t 4. All dimensions are to outside face of C U walls, center of CMU piers & Wood framing & blocking shall be white pine, spruce, or fir, stud grade or standards&requirements of local utility officials. Deviations from the concepts Verify trim size & selection for each room. Grouped switches shll be ganged Copyright C)2013 Starr Sanford centerline of thickened slabs unless noted oth rwise. better for 2x4 or 2x6 wall studs, #2 KD southern yellow pine or better£or all shown on these Drawings should be supported by design calculations. Design tight together& shall be covered with a single plate designed for that purpose. Design Associates, Inc. All rights 5. Stepping of continuous foundation is not sh wn.. Verify steps w/site conditions other sizes& locations. All framing& blocking lumber shall be kiln-dried to a engineer shall prepare calculations for loading& equipment sizing, accessory Switches shall typically be mounted 48"AFF to center of switch. reserved. The design concepts, so that foundation has a minimum of I2" cov r below finish grade. moisture content of r9% or better. All wood in contact w/concrete, earth, arrangement, etc., and shall prepare final drawings accordingly. 5. Support all fixtures rigidly from structure of building. drawings, written material, and 6. Reinforce CMU walls w/ vertical #5's 48" OC maximum & at all corners & masonry, or in a moist location shall be pressure-preservative-treated with a 4• Install GFCI outlets as required by applicable codes. "These areas include 6. Verify device& plate colors with Owner or Interior Designer. specifications of this document are edges of openings. Grout all cells solid below grade. water-borne preservative applied by vacuum process in closed cylinder& shall receptacles in a bathroom, kitchenette, or other area where running water is 7. Consult Owner&add exterior security lighting if required. Verify lighting type the property of Starr Sanford Design 7. Verify masonry wall reinforcement& tura u equal quantity& sizes of rebar out be kiln-dried after treating. Wood blocking shall be solid & shall match the present or areas exposed to the weather. p &switching. Associates, Inc. No part of these of footing at locations for wall reinforcement so that reinforcement is continuous depth of the primary framing members. Provide blocking in wall to secure 5- Install hardwired smoke detectors with battery backup on all floors. Interconnect 8. Consult Owner & add landscaping lighting if required. Verify lighting type & documents shall be copied,disclosed from wall into footin mounted millwork shelves, fixtures, mirrors, toilet accessories & other items detectors so that all will sound should one detector activate. Verifynumber of switching. Connect all exterior lighting to photocell control relays with g• g g Y to others, or reproduced in part or 8. Provide 3/4"x 12"anchor bolts at all reinfo-ced CMU cores as noted above, or 4. requiring permanent attachment to the smoke detectors required & locations w/homeowner & code requirements. timeclock override for time-controllable illumination during darkness. q g°a P e wawhole in any form without the if foundation is concrete, provide anchor bolts 4 8"OC maximum & at all Interior walls shall be 2x4 studs (3 I/2" thick) & exterior walls shall be 2x6 studs Detectors shall be installed in all sleeping areas just outside bedrooms as a 9. All fluorescent lamps shall be warm white deluxe. written consent of Starr Sanford comers& edges of openings. (5 1/2" thick) unless noted otherwise. Exterior walls of garages & other minimum. ro. All light bulbs shall be compact fluorescent bulbs. 9. All wood framing in contact with concrete o masonry shall be pressure-treated. 5• unheated areas shall be 2x4 studs unless noted otherwise. 6. Some equipment shown on other plans may require electrical service, such as Design Associates, Inc.Do not scale - ro. Builder shall consult with a local licensed structural engineer on additional Headers shall be sized by local architect or engineer to meet all local live& dead water heaters, condensing units, air-handling units, condensate pumps, etc. drawings.Use given dimensions only. reinforcing if CMU walls exceed 6 courses in height. Coordinate all load requirements. Install rninirrium 2x4 liner under each end of all headers. Electrician shall include electrical service to all such equipment. Coordinate with If not shown, verify the correct modifications with homeowner& engineer. Install 2x6 over to late of wall in walls parallel to framing above for sheetrock other trades concerning items requiring electrical service. Coordinate service & dimensions with Starr Sanford g P P P g ROOF PLAN NOTES I I. Builder shall review all floor finishes selected and shall adjust slab or subfloor blocking. Install minimum 3 studs @beam bearing points unless noted ampacity required. Provide one duplex outlet & one light if unit is in non-lit Design Associates, Inc. Contractor levels so that there is a smooth& level transition between all adjacent dissimilar 6. otherwise. area for every condensing unit & every air-handling unit as required by shall check and verify all dimensions applicable codes. Outlet shall be weatherproof GFCI if unit' exposed to r Do not scale Drawings. Use only dimensions shown on drawings. If dimensions floor finish materials. Provide full solid stud bearing from all beam, girder or header end conditions to PP P• P and conditions of the job site. 12. All areas within the perimeter of the foundation shall be treated to eliminate the 7• solid foundation condition below. weather. are in question, the roofer shall be responsible For obtaining clarification before possibility of termite infestation. Verify actin 1 soil conditions& coordinate exact Obtain name late rating of all equipment before roughing in & rovide Wiringcontinuing with construction. Builder shall verify all dimensions&conditions at p y y' ' Roof trusses shall be designed, fabricated & erected in accordance w/the 7- P gg g p jobsite. treatment that will ensure a long-lasting&effective application. "Design Specification for Light Metal Plate Connection Roof Trusses" of the of proper size, voltage & ampacity. Provide fused or non-fused disconnect switch as re aired. See Floor Plan for building dimensions. Truss Plate Institute. Truss manufacturer shall provide engineering design & q 3. Begin metal roofing w/full panel at most visible edge of roof unless seams are + shop drawings which bear the seal of a registered engineer in the state in which 8. Provide panelboards of proper voltage&ampacity for all electricals circuits More than one panel may be required due to number of circuits required. Provide a shown oil elevations to align with exposed rafter tails or dentils below, in which work is to be performed. Shop drawings shall indicate the species, sizes & stress P" Y q q case roof panel installation shall conform with elevations. Begin shingle roofing DAMPPROOFING NOTES grades of lurnber, metal connector plate sizes & types & bearing& anchorage minimum of 8 spare circuits. Verify service requirements with local ower company including transformer w/full shingle at most visible edge of roof. details. Taus manufacturer shall also submit supporting design documents which 9 Y q p p y g 4. Roof penetrations are permitted only in the areas noted. Route all vents, indicate loading, section modulus, assumed allowable stress, stress diagrams, locations & types, disconnects at exterior of building, voltages, ainpacities & L Crawl space vapor barrier shall be 6 mi polyethylene. Overlap joints a other details of electrical construction. Size all feeders according to NEC exhausts,flues& other penetrations to these areas&terminate as per code. calculations& any other required supporting information. This information is g minimum of 6"& tape w/duct tape. Tape vapor barrier to all foundation walls 5• All roofing and roofing details shall be installed in strict accordance with industry for file purposes only; the Architect shall not be responsible for checking requirements. to. Run all cable concealed in walls, ceilings or floors unless rioted otherwise. standards and manufacturer's instructions. No work shall conflict with the arid piers. g 2. French drains at foundations shall consist of 6" perforated flexible pipe arid shall calculations. g manufacturer's guarantee or warranty. Stair stringers shall be 2xr2. Install intermediate stringer for stairs over 30"wide r r. Support all fixtures& other items rigidly from structure of building. be installed at all continuous exterior footings. Drains shall extend to a point r2. GFCI receptacles may be laid out so that one GFCI receptacle protects other 6. Provide flashing as per details or as per SMACNA if no details are shown where unless sub-risers cut from solid 2x8s and sub-treads cut from solid 2xr2s are P Y P where they will gravity-drain at a minimum grade of i% Excavate r8" wide used, in which case no intermediate stringers are required unless stairs are more standard receptaclesit if there is at least one GFCI receptacle beyond Carle in a room roof pitch changes or where roofing intersects with vertical surfaces. Y P w trench at foundation, lay filter fabric in exca ation, lay bed of 1/2"gravel sloped arid if the can all be on the same circuit. 7. Hold downspouts tight against walls. 9• than 60"wide. Y as noted above, lay pipe on gravel bed, cover with additional gravel for 4" r Insulate&seal solidl behind rece tacles in exterior walls. 8• The installation subcontractor shall be fully responsible for all roofing work. �_; Install double floor joists under walls parallel to joists. Install solid bridging 3• y p 1l minimum cover above top of pipe, then la remaining filter fabric over top of r Kitchen equipment service may not be shown on plan. Verify whether 9 All slopes are indicated on the Drawings. r between floor joists under walls perpendicular to joists. Provide X or solid 4• y p y � W gravel to provide a complete filter fabric enc osure of the pipe. Fill to grade with to. Paint all roof mounted accessories to match roof color selected by homeowner. - bracing at 8'-ca" maximum for floor joists. Double header joists and trimmers @ equipment should be hardwired or requires an outlet & connect as required. 1/2"gravel& cover with mulch to match su rounding bed. Provide circuits sized as required for load. it. All exhaust fail, vent, flue& stack openings are to be cut&sealed by builder. all floor openings where joists terminate. Install all bridging and permanently q ,n 3. Seal outside of all exterior below-grade CMU walls enclosing only crawl space ro r2. Roof vent terminals shall be r2' away from and 2' above any air intake, door or using water-repellent cement plaster. C ver w/one coat of tar over entire fasten joists into place before applying any loads. 11. Provide double 2x8 strop back c rnids an of ceilingjoist spans over lo'lop window, r8" away from any vertical wall extending above roof vent, and not r. surface of wall and extending onto top of footing. For walls enclosing basement, s @ p P g i below any roof eave, or as required by local codes. r ) cellar or other useable space, install single-plywater waterproofing membrane cover Hip rafters, ridge boards & valley rafters shall be one size larger than rafters. 4r P P g e With r/2"minimum inorganic protection oard & backfill with r/2"gravel to Purlins shall be the same size rafters. Provide 2xf rafter ares r all locations AUXILIARY SYSTEMS NOTES ct grade. where ceiling joists run perpendicular to rafters. Any hip or valley rafter over 28' 12• long shall be Laminated Veneer Lumber. 4. Provide 6 mil polyethylene vapor barrier under all concrete floor slabs under r. No alarm systems are shown. Verify alarm requirements with homeowner & w p Floor deckin ,hall be 3/4 Exposure r tongue &groove Sturd-I-Floor plywood ROOF FRAMING NOTES roof. Vapor barrier shall be installed over 4" ravel drainage fill&shall be lapped g' install as required. c- ,, 6"minimum at all joints. 13• glued w/waterproof construction adhesive&screwed 12 OC to framing. ` tll 2. Telephone outlets may not be shown. Verify telephone requrrernenls with "� _%"' Wall sheathing shall be r/2" CDX plywood sheathing. Sheathing shall spam over r. All structural miernbers shall be sized to carry all imposed loads by a structural homeowner & install as required. Consider home-running all telephonf: cable r4• all plates&!leaders&shall be adequately nailed to create a diaphragm wall. engineer or other individual acceptable to state&local authorities. (8-wire cable suggested) to a single telephone backboard located as.directed by * ISI Wall sheathing shall be wrapped in Tyvek Housewrap or equal. Install as per � 2. Roof deck shall be 5/8" Exposure r T&G Sturd-I-Floor plywood. 'Ii - homeowner as this will allow for much greater future teleph6ne�system manufacturer's recommendations, making sure to achieve ars airtight seal at the flexibility, including modem& telephone system capabilities. - 3- Hold roof deck panels apart as recommended by decking manufacturer. 11 '� CONCRETE MASONRY NIT NOTES r5• edges of the wrap&at all interior joints. 4. -1 I " `" ":_ _� ."_- ;`, � = 3. Computer outlets may riot be shown. Verify computer network requirements Hold roof deck panels away from items penetrating roof deck as recommended _...•-r �..� _ Roof sheathing shall be 5/8" Exposure 1 tongue & groove plywood glued w/ > "'by.roof deck manufacturer to allow for expansion&contraction of roof deck. �� - �,r`,. " with homeowner& install as required. Consider instaihn all corn ute wii n tea.. I. All structural information shown is for reference purposes only. Builder shall r6. waterproof coustruction adhesive& screwed or nailed 12" OC to framing. q g P I3 g 5. Hip rafters;ridge boards, & valley rafters shall be one size lar er than rafters. ct P P Y i n 3/4" conduit for future upgrade purposes and"homierun to a n rwork g 1 11 have.a local licensed structural engineer ineer revi.w actual site conditions& design all IT All dimensions are to center of beam or joist unless rioted otherwise. Purlins shall be 2x4s r6" OC. Provide 2x6 rafter ties at all locations where cl� �� g g backboard installed as directed by the homeowner. Also consider installing _ , structural elements such as footings, foundation walls&slabs. 18. Plywood decks shall bear uniformly along the top chords of the joists. I ceiling joists run perpendicular to rafters. Any hip or valley rafter over 28' long g CAT-5 cable if the house is being constructed on a speculative basis since this is 2. All masonryshall be laid plumb, true arid square w/filled joints. All walls shall be r9• Hold floor decking panels apart as recommended by decking manufacturer. shall be Laminated Veneer Lumber. P q J the most common network cable currently in Case. 1%I- adequately braced until securely tied to the structure. No work shall be done Hold floor deck panels away from items penetrating floor deck as recommended 4 Cable TV outlets may not be shown. Verify cable T V re"uirement( with 6. See Wall Sections for exact configuration of framing members at exterior walls. subject to freezing conditions. All exposed work shall be brush-cleaned to be by floor deck manufacturer to allow for expansion&contraction of floor deck. w free of surface mortar. All masonry work below finish grade shall be filled with homeowner&install as required. i, grout. This includes all cores, cavities& other spaces. Newly laid masonry shall not be disturbed in any manner. Any section which has been disturbed before mortar has set shall be completely remove.1 & re-laid. Protect masonry work CONCRETE NOTES FLASHING NOTES r from moisture and temperature changes at the end of each day's work. 111 MECHANICAL NOTES ' r. install all exposed flashing w/concealed cleats. Surface fasteners of any type are _0!� i3- Concrete masonry units shall be sound, dry, clean& free from cracks. CMUs i r. All structural information is for reference purposes only. Builder shall have a 1` unacceptable. 1. shall be Grade A units conforming to AST C-9o. CMUs shall be laid running r. System shall be designed in accordance with all applicable code's, standards & local licensed structural engineer review actual site conditions & design all s ,t 2. Base flashing shall be 2 ounce copper-fabric flashing equal to AFCO. Base 1 bond using full & half-blocks unless noted otherwise. Saw-cut blocks if requirements of local utility officials. Design engineer shall prepare calculad its structural elements such as footings, foundation walls&slabs. V flashing shall run up 6"minimum behind sheathing when installed at wood floor non-modular dimensions are required. for equipment sizing, duct sizing, accessory arrangement, etc., and shall prepare 2. Do not load concrete prior to curing. system or shall offset up r brick course minimum if installed at CMU backup. N c.;l 4. CMU bearing walls shall be minimum 8" thick, & shall be reinforced final drawings accordingly. t 3. Tool all slab control joints while finishing concrete or saw-cut slab control joints Window & door head flashing shall be 2 ounce copper-fabric flashing equal to w/truss-type reinforcing every other course. Reinforce CMUs vertically by 2. Furnish all ductwork, control wiring, piping, fittings, accessories, etc. 1�r 3' g PP g q irriniediately after finishing as shown, or if riot shown, in approximately square I AFCO @ brick veneer or shall be either i6 ounce copper or .or9 factory filling cores from footing to top of wall w/ rout & i 45 bar 48" OC. Reinforce complete installation. areas riot to exceed i6'in any dimension. pre-primed aluminum break metal at homeowner's option for any other CMUs @ corners by filling all such cores from footing to top of wall w/grout & 3. Insulate all heating or condenser water lines in uninsulated spaces w/tubular M 4. No concrete shall be poured subject-to freezing conditions or on frozen ground. l non-masonry wall finish. W ;a i #5 bar. Reinforce CMUs within i6 o beam or girder bearing or other foam insulation. Insulation shall be of self-sealing type or shall be taped closed 5. Footing reinforcing shall be new billet steel conforming to ASTM-A6i5 grade 4. Eave & rake flashing shall either r6 ounce copper or .or9 factory pre-pruned it concentrated loads by filling all such cores rom footing to top of wall w/grout w/foil-faced tape. 60. Minimum concrete cover shalf be 3 aluminum break metal at homeowner's option. All roof edge flashing shall & i #5 bar each core. Reinforce r CMU ore under each end of bond beams s 4. Closely coordinate work with all other trades. Maintain ceiling heights&r duct P g g 6. Floor slabs shill be minimum 4'!'thick, installed over 6 mil poly vapor barrier extend io" minimum behind roofing felt or other roofing material. Verify that by filling all such cores from footing to top of wall w/grout &r #$ bar each spaces provided. W over 4" crushed stone drainage fill over compacted earth. Reinforce with flashing runs not only under roofing material, but also under sub-roofing core. Reinforce all openings in CMU walls larger than 12"in any direction w/2 5 All valves, dampers& other control devices shall be accessible for opeiatron'& 6x6-io/iowelded wire mesh Floor slab finish shall be smooth, finished w/a material. such as roofing felt. Eave flashing at utters shall extend to cover back \ #$ bars at all sides of the opening. Extend bars 24" past corners of opening. - maintenance through accessible ceilings or through access doors or panels g g g C steel trowel to produce a dense surface free of blemishes including trowel marks. leg of gutter,but shall terminate above rim of gutter. 3 Reinforcing bars shall be ASTM A-6r5 Gra e 6o. Extend hook bars'of same size manufactured for such purposes. Floor slabs sh6. All units above ceiling shall have auxiliary drain paras installed below entire ani all be flat unless shown sloping to floor drains or garage doors, in 5. Chimney & cricket flashing shall be r6 ounce copper flashing (no exceptions as vertical reinforcing into footing & lap vertical reinforcing 241 minimum. which case';.slope shall be smooth & even_ Reinforce all openings in floor slab utility sink iunless roofing is metal, in which case flashing shall match roofing material). Install bond beam course w/i #5 continuos @ top of all CMU retaining walls Route internal & auxiliary drain lines down to floor drain or n larger than r2" in any dire ctiorr:w/2 s bars at all sides of the opening. Extend A Install pan flashing at chimney which extends from outside face of chimney to &above all door&window openings. utility room or other non-public areas where overflow would be noticed by bars 24"past corners of operamg °` inside of clay tile flue liner. Turn flashing up r/2" inside flue liner. Install 16 5. Consult local licensed structural engineer if CMU walls will be required to act as homeowner. Builder shall coordinate w/all trades the installation of all items to be imbedded ounce copper step flashing under chimney cap flashing. Pan flashing shall overlap retaining walls. Backfill after first floor is set. 7• 7. Provide fresh air duet to each air-handling unit as per applicable codes. Fresh in concretestep flashing 6" minimum. Tie masonry chimney to roof framing immediately 6. Mortar shall be freshly prepared and unifor my mixed in the ratio by volume of . duct shall extend from intake blower at exterior to return air side of ductwork's r art cement, r art lime uta 6 arts sand& shall conform to ASTM 2 o and 8. Provide pressure regulators for all asequipment as re required for proper er below flashing w/rigid metal straps (minimum 1 each side of chimney). Crickets P" P putty, P 7 P g gq �. P to BIA Designation M1- 2. Lime uta ma be omitted if lastic t e cement is o eration. Verif as ressure at meter to determine necessit of re ulaitors. shall be installed on high side of all chimneys or other roof penetrations g 7 putty P YP11 P Y g P Y g exceeding 36" in width. Cricket flashing shall be installed over plywood roof used. All mortar joints shall be completely fil ed as the masonry units are laid. 9. Coordinate with electrician concerning items requiring electrical service such as 7 Grout shall be freshly mixed of fluid consistency and uniformly mixed in the condensing units, air-handling units, condensate pumps, motorized dampers, efc. deck backing. Crickets shall slope 3/r2 minimum. ratio by volume of r part cement, 3 parts sand & z parts pea gravel. Fill cells of ro. Coordinate service&ampacity required. 6. Valley flashing shall be either r6 ounce copper or .or9 factory pre-primed mason in vertical reinforcing in lifts not t exceed 8". Grout shall conform to ' The Builder shall test pressure-reducing valves, T&P relief valves'& other safety aluminum break metal at homeowner's option r 2" wide minimum centered in g 4 valleys. Lap joints 12"minimum. ASTM Designation C-476. devices prior to the operation of system. The Builder shall test and balance all <,' systems prior to completion of the work. 7• Gutters shall be r6 ounce copper or factory pre-primed .032 aluminum ready for 1111 I finish painting. (See Drawings for gutter size and shape). The back leg of all gutters shall extend r" minimum above front rim. Gutters shall be hung with Permit Set �, matching metal strips which are attached under shingles. Penetrations of back of 11 gutter or of eave flashing shall not be permitted. 8. Downspouts shall be r6 ounce copper or factory pre-primed .032 aluminum Project #: 7. ready for finish painting. (See Drawings for downspout size and shape). 14008 Downspouts shall be attached to wall w/matching metal strips which are a attached to wall behind downspouts. Date: i 11/19/14 I -A . - Revised: ,< VENTILATION NOTES 11 r. All attics, crawl spaces & other concealed areas shall be ventilated as per local building codes. ''' 2. Soffit vent shall be equal to Air Vent 2"continuous aluminum soffit vent. 3. Ridge vent shall be Air Vent Ridge Univent (absolutely no substitutions). Terminate ridge vent w/manufacturer's standard end cap 12"from end of ridge. 11 Cut roof deck back to provide air passage as recommended by manufacturer. Sleet 4. Homeowner shall select color. Crawl space ventilation shall be decorative grilles as shown on elevations if shown w/insect screen on inside or shall be 8" x r6" manually operated painted "'k5. metal vents if not shown. T092 Provide insulation baffles at ventilated eaves as required to assure minimum i" _ clear air space at bottom of roof deck. � Note: Details&type of the window are not shown here. The intent of this drawing is only to illustrate interior trimwork. No Insulation Schedule Wall Material Key v'y exterior trim or wall finishes are shown Exterior Wall Size Minimum Wall insulation Minimum Roof Insulation z<z'` >z•. IT y/16F1/"1/ZZZ11/WZZ-1 11 11 fa ce rick r e an b ect if the re s u s Consult Architect - t 11. here Con t - o Y 1x4 3 questions concerning this situation. 3- stee studs s -13 _30 window(see details elsewhere) -�� 6 0c�stu s -r� 3 t 1/4"x1"nosing over 3/4" cove � or 2x studs -20 0 �� fiffer brick over skirt cut from tx6 -- ,I `._._ _ heated areas o this building are to e insulated,whether s own or not s own to wa �_', sections. Unheated areas may be insulated. See wall sections for clarification of iri ulation % firebrick �11X. ' locations. Ceiling insulation thickness is based on exterior wall insulation thickness not on .: \. size of interior partitions.The Architect strongly suggests spray foam insulation equal to \ Icynene,which seals drafts much better than fiberglass batts. Ml 01 4"CMU wall <.< 8 _.� �� :>,:,. .__�,� i 1, . ..... <> , IMMUNE7 11 wall as detailed elsewhere(see schedules, 1 :. 8"CIvIU wall Copyright ©2ot3 Starr Sanford details&specifications)- 77 interior insulated wall(all exterior walls are to be insulated Design Associates, Inc. All rights 4 ; _11� unless noted otherwise in Wall Sections) reserved. The design concepts, ° tv lighting &swt{h ab.ve drawings, written material, and �, interior 2x6 wood stud wall(all exterior walls are to be 2x6 specifications of this document are ' i i \ : i wood stud walls unless noted otherwise in Wall Sections) the property of Starr Sanford Design 1 l �///,/fl- \ .. v Associates, Inc. No part of these i wall finished both sides documents shall be copied,disclosed N 42 - K* :,:tom 42" r vent hood o- - - 1111-- - o others, r reproduced t r r - - - - - - - - J h 2,.,, / .............. t oth s o 'n part o �' ` ";4 \' wall finis whole in any form without the �. caakee-flash ._.-,; „\;;..._•.._.,.;;-_ bed one side a .....I..................................... .... ....., ` written consent of Starr Sanford i Design Associates Inc.Do not scale 3S" bearing wall below .::.:.:::::. . . N I I I . a /ash `' drawings.Use given dimensions only. °��,�. If t h WINDOW SILL TRIM DETAIL 1 J2 T 11111111111- .-:.,'.::..:................. no shown, verify the correct A2.1 1' O" 42 nonbearing wall above dimensions with Starr Sanford Pi•V metal roofing--�-� 6 " Design Associates, Inc. Contractor , i fq 'sposaf C----- bearing wall above shall check and verify all dimensions Note:.D•etaiLs of the door or window axe . . . . . . . . . . . . and conditions of the job site. nbt shown bete.,The intent of this drawing is orily to illustrate interior trimwork. "" girder i .wail as detailed elsewhere (see schedules ' • • • ' . . ° O details• specifications) • _;�' 6/72 3/72 .} - ...,1111.. joist Brown#289 cap mould`- - - - - - - 1111 - - 1111 - . . I -1111-- 1x6 head casing header �� i; • - ---1s \ ,- 1 ,A \� . . . . 6/72 aN 6; 15a 125v 3 wire single pole w/ground duplex wall outlet equal -- 5-V meta/roofing 4z" 60° to Hubbell#5252• • - T i ; . . . . . ,...........I.... �t(ask _ 22 i T� i A9.1 i i J }� GFCI ll EF s6° �{ rya 125v duplex wall outlet equal to Leviton �. ..-.._ _.._,. ._.-.1111- 3 . a l - - I- -'. `; #8oi- 5991 . . ' h N fL r g 6 1 ' l tx4 jamb casing _ iia :- � r w Q a Zoa r25v 3 wire single pole w/ground duplex wall outlet equal door or window(see details elsewhere) I �'�- to Hubbell# 62 served b dedicated 2oa circuit. �4 . I I I I � � ) - I , � y 53 Y I I I I I � I � � � .. - � s I . . . . . . . 1� _ �, - �=) PL� . - -- e shin - - Split-wired 15a 125v duplex wall outlet. . 1i 1. 11 .11,11, I � :1:I . . . . . . ___,�)��,, �. 1 ` .' . .' za ® 15a 125V 3 wire single pole w/ground duplex floor outlet in v flush brass floor box. M . . 15a 125-277v single pole switch equal to Hubbell#1201. 3 2 4 . I 11 I I ;; W .s--- ....,a- °° °" - i a 125-277V wa switch equal to Hubbell#120 3 11 1 3 53-way q 3 A2.1 CASING SECTION`/ ELEVATION �1-OII D/A2. 1 ROOK PLAN 1/4"-1 ' C/A2. 1 FIRST LEY .-EL EI�,ECtTRICAL PLAN 1/4 =1 � lel _ _ _ I 4, v.. 5 I 5- 77 4- y switch a to Hubbell i2 3 ti,,. 1 1 z' (TYPICAL TREAD ' "I- ' ---- - nostng paver&square paver as shown for ' h finish tread,rowlock for finish user over v . 5 "� . '.> 1 n 000 SI _ 2 - - s shown over 3/4 mortar bed a 4 p air entrained concrete steps w/6x6 rel cl� 6/6 WWM over gravel drainage fill -- ---„ ' �_ rya 125-277v dimmer switch +J \ _1111_ ___go. \1 I .." "I I'll, I -- D y p 1;,, p \ �' 18'-0" 18'-0" - O Recessed or surface compact fluorescent bulb light. � A . %. . . ;i D = Q), D0 1? �. ® Adjustable eyeball recessed compact fluorescent bulb light. - - EME . o w - ---- . . _ 1111 <:: .. :ii 1111 .{ ::'..' • { { { i:'. •Q D a :.: h - `° 13 o �, It Wall-washer recessed compact fluorescent bulb light. D �' } } . r up 16 d ers 6 5/ "=8 9.5" /- -- v n P .{, { :{, ;{ M 5 tr ds 77.5'=7 ''4.5„ A2.1 M N (� in .� 'I - 36.x80 brit stair ase o` o :,. v . v . Y . _ _ _ IN to g . '- B o - - L re ra e o ° oo �, , AW rge pendant ceiling fixtu . G i .{.. {. .t 0 rn D .. .. .. A :. ° c O • .. D G .. D " f. o -1- . o a brick lauding pavers over ° D } } ' } M 3/4"mortar bed over 4"concrete ° „ o , . = { { { {' {' 3 8 _ - - - - - _. landing slab w/6x6 6/6 W WM over n �, o1 . v gravel drainage fill 1111-- y N f ,. s;dv . ,,...,� f 36"Gas Gri//w/hood 1 i c. D a { ,{" .{' lighting above . .. ° ,. 1-1 Sinal pendant ceiling txture. = _( 1 l ef 3'-8" . > : o- 8'-4" o- 6'_�" I I `� 0 o - r { I I Wall fixture. a cO$�� ° N 0 ° O O° h } it° o � �, O o o o O Oo �- � 1 tl N \ r,. N N v I N Exposed strip fluorescent ceiling light. '.3 �. u } ti A2.1 BRICK STAIR INTERMEDIATE LANDING 1t�o { \� oonorereslabovervaor ' o p z: :� N S Urnmer C _I barrier on 4"grave!fill over "o � o � %. compacted earth\ ' 1b rl 'q 1. : ' c�: .::f::::::.r:::s.:r:s:r::s : IL11} hell - f-:--=-f * Ceiling fan.See schedule for indication of whether fan cut minimum t r/2"deep control joint at ^ �l , t I o includes lights. locations shown on Foundation Plan or o v f elsewhere;begin cut as soon as finishers ` �� r. I 1111 N o :- O have completed finishing irnrnediate area of slab,but in no case more than 8 } } a hours after pouring concrete (fill joint { z2 0 I c. zz11 w/sealer in exposed areas w/Shore ± A9.1 0 1 I 24x81 tv wa// A9'1 New doorbell button.New items are generally shown bold as hardness>80} -_ \ concrete slab on 6 mil poly VB on 4" ___7 ti ocket door '` indicated here. Permit Set gravel drainage fill on compacted earth { ' ,. (see slab reinforcement information else- .' Y .' 1 ?� Closet -- - I where) - i Doorbell chimes.(Install transformer in closest available I'{.Y {• { {• ` Bath Oo �. N , "i s, 3'-2" v l concealed accessible space.) Project #' \ I .. h k 07771 \ v • 14008 V o - o Smoke detector(tzoV w/battery backup). m . v I Do �_, Date: 4 outdoor . N N 0 Empty wall box for computer or telephone w/3/4"conduit&pull 11119114 ° ° .' shower string to above ceiling or to other accessible space. . - It za za Revised: 'O• _ : ::' opt' - i i - i i --i i• - •i i i,i. 8"t A9.1 8",t11 A9.1 . .--:.ii'r __ i _:.�! __, . • Telephone wall jack. ,.. - , :,1111 •I._.....I •1._....,' •I._....,' •I._...., °i:'_.. ;'�U-.-.;-.:.,.'. �°i.'_....;', i:'_ ;'�:i._...:";�°i._....;'!,i._...., _. 0" 2'-O" 1.. ..r. 1.: ..r::1.: ..r::I-'.-;-,t-r-- 1.: .:r:: :1.: ..r::L: ::r::1.: ..r.:1.: r::1.: ..r_ 4'-5 - 5'-3" ,2'_4,. >i _ - - - - - 4:,:.-...4:1:-...4:.:.-...4:,:.-...4:.:- . a - - - - -- - - . - - - - - - 12'-0 .. ... ... ._ 1.: L: :1.:.:;': L:..;::��:L:..;::�::1.: .:�::1.: .:,r::L: ::��:L:.:;::�::I.: .:SII I.: ..P I _ , �� 1•' -:'_:I•' .-: ;I ._. 1: K_- :I ._: .1•' ._. 1•' _. :1•' ._. :I' _. I•' ::: :1' _ _ • _ _ - - - - - - :5 7 ...-... ... ... ... . _ i..... :1. :i:'__ 1...... ,'1. I. 'I._.. 1. 1:'_. 1: 1._ 1 :1.•. '..�::1.•. ..�,:I.•. '..�..I. '..r._1.:..'..�: I.: ..�::1.: ..�, 1.: '..�::1.: ..�-.1.:. '-.�...1.:. '..r', - � Sheet 1111. 1111_........ . _ 1111.: --••i::�:--••i':��--.." i; '-- ;i •.,-":!! ._-..i' _..ii •.- ;i - -_ii • -i, ....1:; .i:.:.::; .i:'_:.::: 1 �,.i:'_:.:.,? i:.:.:.,: i:'_:.::;' 'is_ i:'_:.:.,? i:'-1111,, °i.'_...., :Ir ..r__..L: ..r::L: ..r: 1 .p�-1.. ..r_�I.: ..r. L: -.n-.1.: ..�::1.: -n-.`!L: ..r.:1.. "r- :i•. .:. :il _. :i _. 1 k: :Il ._. '_il _. :ii ._. ':il _. ":i _._:ii ._. ':i - - - i° - is - ii - ii - i; - ii - is - ii t i, "' �' t' i;.. }a 1111.. .. i' .i:. ':�. ':' ':. � I i; i:'_....;i, 1 .;�� i:'_..::,.iii _...:;�; is_..... ,•1._....,',•1._....,',•I._...., - - , �11 °�__. 11:1. .-•-- B/A2. 1A2 * 1 I I OIINDATION PLAN } FIRST LEVEL FLOOR PLAN 1/4 =1 ' A/A2. 1 AZ. CONTROL JOINT DETAIL o 1/4 1 ;f `' 233 HEATED 5Q FT "- . - :; 11 - k 1 t i _ >'s ' Wood Header Schedule Insulation Schedule Wall Material Key Floor Plan Notes begin charnfer as shown Values below are valid for building widths to 32using#z southern yellow pine Exterior Wall Size Minimum Wall insulation Minimum Roof Insulation face rick \ �/ Header Size Supporting Roof OnlySupporting Roof+i Floor 2x4 studs -u -30 b 1. Do not scale Drawings. Use only dimensions shown on drawings. If 2: 2x4 s 3 - 3 -0 3 stee stu s -i3 -30 = dimensions are in question, the builder shall be responsible for obtaining roofing _,�� 2: 2x6's 5 -2 4 - or sx studs -i9 3 1 rafters — _7 _ - - filler brick clarification before continuing with construction. Builder shall verify all 2 2x s 3 ' ora studs I 2� o as 5 y, 2: 2x10.S -2 7 - heated areas o this building are to e insulated,whether s own or not s owt in wall 2 2: 2xI2 s -10: - dimensions&conditions at obsite. sections. Unheated areas may be insulated. See wall sections for clarification of in ulation J Y firebrick All structural information shown is for reference purposes only. Builder shall have a locations. Ceiling insulation thickness is based on exterior wall insulation thickness not on 2. Dimensions shown are to centerline of interior walls or to outside face of - local licensed structural engineer review actual site conditions& design all framing stud or masonryon exterior walls unless noted otherwise. f g g g size of interior partitions.The Architect strongly suggests spray foam insulation" qual to <' } solid 6x6 column chamfered as shown elements including wood headers. Engineer's design must take into account Ic nene,which seals drafts much better than fiberglass Batts. I interior insulated wall(all exterior walls are to be insulated Builder shall establish finish floor elevation in consultation with 14, Y g homeowner. Builder shall take into account design intent,including number locally-required live loads,wood species,and types of headers(dimensional lumber, unless noted otherwise in Wall Sections) a �; LVL, metal-or plywood-web truss-joists,etc.,) any of which may vary with your of steps,water table masonry, etc. Builder shall also assure that there is / �' adequate clearance between finish grade&any wood construction. �N _ locality,contractor,and building material supplier. [�'�--� interior 2x6 wood stud wall(all exterior walls are to be 2x6 4. Locate doors so that door casing abuts wall finish of adjacent wall unless LO wood stud walls unless noted otherwise in Wall Sections) noted otherwise or unless door casing is narrower than 3 1/2". In this case, - \ wall hmshed both sides etAssociates, Inc. is Copyrig cc 2013 Starr Sanford install door frame with appropriate shim space against liner and stud. Do 1 1, r sign h I All epi reserved. The design concepts, not omit stud or liner to get the door closer to the adjacent wall. In cases 52 drawings, written material, and where a door is shown approximately in the center of a wall,locate door in — recessed stair/ignring � wall finished one side specifications of this document are the property of Starr Sanford Design the exact center of the wall. ,I bearing wall below Associates, Inc No part these s e Window rough opening head height shall generally be 8'-2 1/2" above 5 " documents shall be copied disclosed floor slab or deck at the first level & 6'-io 1/2" above floor deck at the ..................................... o reproduced r r second level unless noted otherwise. See plans & exterior elevations for j -- ............---- nonbearing all above others, r t 0th s o r pr d din pat o whole in anyeform without the window alignments,window types& muntin patterns.Adjust head heights swii be%� written copse of Starr Sanford ........................... ..................::. to_ " as required to course with masonry veneer, if ' ————— consent S n slightly (less than 1 3/8 ) q y C————— bearing wall above Design Associates,Inc. Do not scale any. Provide filler strip between window and masonry sill if required to �..... } I � ti drawings.Use given ien dimensions only. . 3o° allow the masonry sill to course with surrounding brickwork. In no case girder If shown, the correct --- should brick be cut to either course with the head or the sill of a window or 1/2 - dimensions with aSanford 2 CHAMFERED 61� COLUMN DETAIL di h St rr door. A2.2 1 011 joist Design Associates, Inc. Contractor 6. Window sizes indicated on plans are generic sash sizes. \ Refer to laps & exterior elevations for window types. Coordinate \ shall check and verify all dimensions p Yp and conditions of the job site. 7' ——————— header operability of windows&direction of swing of casements w/homeowner. 8. Walls, ceilings& floors of ancillary spaces such as closets & storage areas } 1 e single le and duplex wall outlet al shall match the rooms they serve unless noted otherwise. t Hubbell p g P q \ i ?"'> 15a 25v 3 wir 'ngle o w/ ro u 1 equal q. Coordinate location of utility meters on site to be away from public view \ o abbe 5 5 `� # 22 and to minimize visual impact from an area of the site. Hold meters as low i \ ' i P Y GFCI ll 1 L as possible to allow more effective screening. i5a 125v duplex wall outlet equal to eviton 10. Sprinkle powdered boric acid onto bottom plate of wall at a rate of 1/8 cup __ " #801- 599i. ISI 6 per 2 of plate except 1/4 cup per 2 of plate in walls adjacent to kitchen, : bath or other wet or food storage areas. Boric acid shall be installed ter sink bots @bracket&beam i 2 e duplex outlet equal counter "" oa 125v 3 wire single pole w/ground dupl 11 e u J. immediately before installation of insulation in insulated walls or .g to Hubbell#5362 served by dedicated 2oa circuit. I immediately before installation of wall finish in uninsulated walls. Walls I it wired 1 duplex wall outlet _.. ` with exposed cavities do not need to be treated with boric acid. p - 5 5 p S1' 1a 2v ul 11. Prefabricated fireplaces and flues shall be UL approved and installed as per manufacturer's specifications and accepted construction practice. It is the c° �4 i5a 125v 3 wire single pole w/ground duplex floor outlet in builder's responsibility to assure that all applicable codes regarding fire flush brass floor box. separationuse of materials&other fireplace criteria are met or exceeded. 12. Builder shall coordinate flue height to match chimney height shown on ryN 1 h 1 Hubbell# 13. elevations. 5 1 5- 77v single pole switch equal to1201. oar is used install moisture-resistant sum board in 1 a 2 2 If gypsum board gypsum i; restroom &other rooms where water is present. rr ,, V 14. Builder shall coordinate all shelving & storage requirements with 15a 125-277v 3-way switch equal to Hubbell#1203. 3 homeowner. ^^ll 15. Center plumbing fixtures in space provided unless noted otherwise.Provide 5 P g not less than the following clearances from finish wall to fixture on either g SECOND LEVEL ELECTRICAL PLAN 1 a 125-277v wa switch equal to Hubbell#120 side:Lavatory:1 Toilet:18 C/A2.2 /411_ I 54- Y q 3 a rY 5 A2 Bra ket Detail 1�_p�� 15a 125-277v dimmer switch. ORecessed or surface compact fluorescent bulb light. 1s'2° '--) : ® Adjustable eyeball recessed compact fluorescent bulb light. w w ® Wall-washer recessed compact fluorescent bulb light. 3'0° Large pendant ceiling fixture. 1 2 I I 11 dow 16 sers 6 518' 4,51 I I 5� ds 1Z5'= 5" M (� �' .. brick stair ase N'k band/o sr e perimeter — a Small pendant ceiling fixture. 8"seat no o gers c si/ Wall fixture. k Bath ubl joists un r wall �a y Exposed strip fluorescent ceiling light. 3above 17 0 _1Z1Y slopedcelling Ceiling fan.See schedule for indication of whether fan includes lights. LO o A .1 I O a Qo v Bedroom I creep o ;� ft 13-7x 14-9 d r I N '\Porch T v _ �� v I b ;r 3 I 22 New doorbell button.New items are generally shown bold as h; sloped ceding , indicated here. I � Doorbell chimes.(Install transformer in closest available J ( a concealed accessible space.) y22m a _ _ (A9.1) Smoke detector(I 20V w/battery backup). z P ermit Set a Empty wall box for computer or telephone w/3/4"conduit&pull — o o string to above ceiling or to other accessible space. Project #: out ggers 16'0 �a.. " i „4; A Telephone wall jack. 14008 Date: CMUbond beam CMUbordbearn J.. 32x4 8 DH 32x 8 DH ?t 11/19/14 24 24 Revised: N Y i 12 0' r-2, 5•g Sheet 1 Yyy. 4 q: �Q� 0 A2 * 2 B/A2.2 SE�COND LEVEL FLOOR FRAMING PLAN 1/4"=1 ' A/Az.s �� SECOND LEVEL FLOOR PLAN r 249 HEATED SQ FT 1 Note:Details of the door or Note: Details of the door or Note: This detail is typical in nature,and i' indosv are ncrt slza�v;=hers "thPr intended to outline the general procedures stent of this drawin is Then o flashing& amb wra to doors& for drawing is g g J PP g ....�.... . ':�� »>:>' :»:>. The intent of thr., g t only to illustrate exterior only to illustrate exlerzor windows. Opening sizes shown here are w v T IMWORK NOTES SEALANT N trimwork. Consult Architect if trinnvork. Consult Archiect if purely schematic. See Floor Plans and/or R OTES there are any questions there are any questions &Window Schedules&Elevations u urine the PCP nditions. for sizes of openings. See Wall Sections fo t eo�reerninb thtise c r 1. All finish work shall be executed by trained journeymen and shall be filled, 1. Use materials appropriate to the application for maximum life and Optimum wall as detailed elsewhere (see wall as detailed elsewhere(see thickness of wall. schedules, details&specs) schedules,details&'specs) 000 N sanded smooth and ready for finishes. Trim materials should be tempered to appearance. All joints should be sound, clean, dry & free of cont zmirzants. i4 in run 6" Extend sill flashing 6 minimum zdow head flash Ste 1: 1 xt rd t project conditions. All finish lumber, trim moldings & millwork shall Caulking or sealant should be applied in accordance with spec data sheets and door head flashing nm up 6 g PP P g ambient P J g g PP P i shown opening or., anted e of and out over dri ca as ho n each side of o over drip cap as shown P P Pe g P g o .. and out o have a moisture content o£i2/o or better. manufacturer's specific recommendations. Colors shall be selected b P 1 { jamb casings if larger than 6" for wood P Y J g ( � ) __ =' Exterior fascia shall be back rimed ix finger-joint redwood screwed a corners homeowner from manufacturer's standard colors. Caulking or sealant hall be openings&wrap up over sub-sill — � � �. Exteno p g j (, g a, r Step 2: Extend 10 mil vinyl jamb wrap / (see Drawings for widths). installed so that finish surface is smooth, even& regular. \�/ 3- Exterior soffits shall be backprimed ix finger-joint redwood up to it in width 2. Caulking shall be installed at interior dry joints between dissimilar rnaterials as -,N 6"minimum each side of opening- / to seal these locations thoroughly with = t2 or shall be r/2" smooth factory-primed exterior hardboard if greater than r r" 3. required. exterior sealant --- -- 1-\ \ wide see Drawings for widths Sealant shall be installed at exterior or dam interior joints between dissimilar \ cut jamb wrap at angle as shown where \ ( g ) P 4 Exterior cornerboards & casing shall be back rimed ix fin er-joint redwood materials as required. Prime all substrates w/ rimer as recommended b _.............,..:::::::: :.. ::>:>:_>:<>.:>:_»;»»>::>:> »:;::: ad::ett::fxs�m:2 »:>:>:>:: wra meets st exten over sill / v' ::::::::: ead.a trt:rr�t#r.2 .> ::::::::::::::::::::::::::::::::.::::::..:_..: :.::.::::::: p :c.: -- ::::::::::. - twin for widths . manufacturer of sealant. A 1 sealant from the bottoixi u . Apply sealant when .:':..;xt:,.:. >: a .'::>: c e :a�s vt- flashin as shown {sec lli< ) PP Y P :..F..........1?.....:::::::•:::•.:...... w ..................., :. ,xis :� ti: ocxd:•:.un ::::::::::: Note. Vin l amb wrap is not shown on tumwork shall be shapes as shown on drawings. ourt is approximately half-way between design extremes. Use flexible open-cell Copyright Jaoi Starr Sanford tae :2 : ?vQesag:. : ::..::.. g Y J P Inteuot W 5• P .1 PP Y Y g P3 1#zclatx.:_s� :dEtails::i IsE�rhe ........,... door&window details for clarity,but Y, :::. .:::::::::d�aar:..s.�.t�ECarls;e. ) ;,,; , ,,,;,,,,,,,::::,:::;...:,:. ,,, polyurethane foam backer rods at all bull joints to create a sealant joint no Design Associates Inc. All rights 2 m1>ca�z� as X ttrt t 61 � should be installed on all exterior / p ,y J �,i g g :............................ ::..,,:.,,:s thicker than i/2 the width of the oint brit in no cases thinner than r/8 or reserved. The design openings as shown here. :..,. J r g concepts, ..::, ::< /8 a o thicker than . L int de th shall be h wtd n seater than r/2 t e th of the t 0 3 draws P J P en material, and d ve amb g > Ste 3: Install head flashing o i g 1 ...........:....:.......:....:.::...........::...:.:::: P >. . ; Jomt.flashin &extend head flashing x specifications ct ficatron s o f this d ocument a r e .... : EALa ; 1R minimum each side of opening thePro est of Sanford Design Note:Head flashing should be run up .,,. Associates, Inc. No part of these behiridw l sheathing whenever . ......... 1/4R o cuments shall e copied,disclosedPossible. to others or re produced duc Pt ed in part or ii iiiiiiii>;.sai;.;i Gi i itc?i>i;'<: its<:i i ii iii iiiiii•i>ii i+i:i - .... .•. •.-.. .. i;:: :::'::.:::::::::::::: ::: :'i i:::: ':`'::::......::;ii::i:i ::?:'::::`:i::2::::::> whole in any form without the written consent of Starr Sanford VF Design Associates,Inc.Do not scale drawings.Use given dimensions only. eon ow,ws=n cw.wnc ec,.� - . If not shown, verify the correct 1 DOOR HEAD & JAMB SECTION/ELEVATION WINDOW HEAD & JAMB t/2 Opening 'lashin Detail Nn dimensions with Starr Sanford A3.1 1 O A3.1 1 O A3.1 I' b scAL Design Associates Inc. Contractor 1 shall check and verify all dimensions and conditions of the'o 12 job site. Note: Details of the window&fr ame are i i general in nature and rt not represent i i I enact configurations,as this may vary ?si4Y!'t3.�Ql'P:�"�-"_"....".................................... g Y 12 between manufacturers. Consult Architect nnt #tt t3f E#alst£ravvrrr r� rlly ttr 9 ELEVA .'ION NOTES if there are any questions concerning this es to c#tt�cias"iruaztvark 3 — ............. ..... �. ` _- TOP PLATE 1� <: > iz !! ids. >: ::> i- ' r,:i situation. :: ::::::. 8'-1 1/8" e x D w Schedule for ��''>i�<z>;; > ::»>:;:�r window see Wirido Sc Z �:-:5�:�>�:i>�:i::;: ;F�:nr*.::,�.:�.:.:��? :•:::�:•:::�::::::::::::::. :. _ ; ( YP � _ >:::::::::.;•:::�:.::�•:y.• ::•::�::::::•::::•:.:::.:::.:::::::: I. Do not scale Drawings. Use on dimensions shown on drawings. If dimensions :.:. ,-.-..-. .,-....-.•- .: , :.....:.....,:.....:..:... O Z ;•::e:::•::. �A.kUrtr4�rkz 6'-9 1/4n size&design) _ _.....................:::...:.::::::.::::. �.:�.::::::::.:. - — -�- - W e are in uestion the buil der sh al be ics onsible for obtainin clarification be£or g i ; � � q >:::;�.� �.::. _..�,.�. ...�. � ..... ... - _ .:. HEAD HEIGHT O >. . x d. �ca�trt ................... r with constructrora. udder shall verif all dimensions& conditions at �� ` � �� ' rx casingover exterior sheathing . ..... ............ continue z .> --- -- ned a _eetaxtee.. J cwEreze. ... >;. N uif..s v shims ace as sec ... ...... _.... ......._ � .._._.. _...__ ,:._, _ �>:<�: zz >:: ; e�»;_�» �«a�»»>: -� window ambo over 1 ¢In :::::•::....,............::::::::::::::::::::::(....::. •• �::.�::...;:. .> ::::.�:::: ::::•::.:. �.. J P ::.::..... ..........�:.,:::.::::::::::..::.:..;.......... obsite. _........_.. -. J :. ao over 2x stud --�� •• ��- �� :>:.>:>:::....::.:::::::::::::::.::..s..........:.::.::::::::.:::::::::::::::- .... ........ . ............... .::.:.:..... ...::::.:... enf that finished grade slopes .. .. - o ::::::::::::.::::::: 2. Finished rade lines shown are approximate. V r casing cut from r x6 over ...... .......... flat .................. ..........- ..-.............-....... _.. ................. -- -- .................. -- .......::. ---._..: u n perimeter. der shall " ......>:::>>:::�:::: ::;;:<:::.>:;.;:.::.::-;:;.> it 8 outside building Buil :;;;;•;:;•; -- r at lea -:: - -- s eetrock finish away from building fo ' interior h 4 x.....wn ,:.: •;:. with homeowner. Builder shall _ ....�..::::::::....... ....... finish floor elevation m consultation establish fin .. .. .. ..........��.Ilaslzriz ;:; ,.. ... . ,. ;;:.:; :;;::;: ::.;::::, : ,;;;;;;;;;;;;;;;;; take into account design intent, including number of steps, water table mason �::::.::::::::: >_ �< ...p;�rur FTacstszfl g g P _..__ - >::>: ;<:>::::«>:»:;;:;:,: is a e ua e clearance betwe wish rade :.:.::..:::::•::•:::::• .:.......:..:::::::::::::::•::•::•:::.::•::: etc. Builder shall also assure tha there d t en f ----- - - .::.: :::::::•::.:::.:::::::.:.:::::::::::.�::::.�:::::::.:::•::::.:::.:.-- q g . •:......:::.................:.:::::::.::::::::::.:..:.::.................... & any wood construction. o - Z M "3 O -3 8 3 O 3. See details for exterior materials riot shown here. ;., i. ...;. . . Gutters& downspouts,may no be shown for clarity. Homeowner may elect to � 2ND FLOOR FF 4• Y Y _. y P - : .�_.. mT . --- - - �� I :...... _ s - .-.F; use rain diverters over doors walkways in lieu of gutters. The Architect I suggests omitting gutters rf th re are any trees rrz the general vicinity of the ....,:..... z house since stopped-up gutters overflow, eventually rotting eave trim. - r- -' - - PP P g o a = Properly-planned French drains in the ground below eaves can carry water _ .. �} --: �-,:,-., �� .. to4 _ - . - . o successfully away from the house. If gutters & downspouts are used, locate to }� z — 6'-9 1/4° ;. allow drainage to flow away from house, adjacent structures & property line. . . � , -• ;-. '" -:., - .. ;. MM . .. HEAD HEIGHT T g ) J P P ) I (. V) r.. Q -... .. - -... J ?c:J:J:%J::::' Locate downs outs in non- risuall -offensive locations Do not locate r o y N P a Schedule fort e tY window w see Window J ( Architect su ests the us _ downspouts on front face of ho rse unless shown. Thee size&design) ` PP ,- ( �..., . d gutters & round downspouts should the homeowner .......... �» of traditional half roup g p j .. t -T . s, �- R EAL elect to install utters& downs downspouts. -; - -- . I I, -- -- - ----------- - - - -- 5. All stucco Joints shown on elevations are control Joints unless noted otherwise. - - ....... - Space stucco joints equally as shown unless noted otherwise. f k - ---- - t 6. All columns shown shall be Architectural Grade. This grade includes { - - , - - eu correctly-proportioned base& capital details& proper entasis(taper). :--------- 1/ 8 1/2 _ • WINDOW MULLION DETAIL +_ tt WINDOW JAMB' & SILL SECTION/ECFV. t_ +t y. Shutters shall be sized to match actual window openings. Mount with hinges& _ 1 0 A3.1 J � 1 0 ( � -- I ---- -- — — � 1ST FLOOR FF A3.1 hold in place with shutter dogs located at bottom rail as shown. It is better to use W. no shutters at all than to use the common fake screwed-on type, which are technically known as Screw-Ori Do-Nothings, since they do not shu[. To Sea Shutter, they must shut. D/A 3.,1 K SCALE 1/4" = 1' C/A3. 1 SCALE 1/4" = 1 ' .y SIDE ELEVATION REAR ELEVATION Nate I�eta#l�t ca#-the siaQ�e or a �;i x..>� t.ai:f xx. itY19C# >:< '> cltZ�trs�r#g t«t#�rn�#raLri�shzs� , � r ( m ri y •� ik 1 =F d sill ashing as <;;t1;r�slzFt�$et<sz(a� sc�at�lz�:c�.:.;��:� { ..::.......:.:::.: 3, urcx4xa srP as ai `: 11 fl e # dash#tg urM( r # a:;i:.. both sides;.......... e tend t 2 8 #1 Itiu �} #n t#irtrn un t�ttlC x 't sit' P 3"@ Joint J break flashing �l .porch;terrace or Pataa Jloar system as: -� --5 V metal roofing detatl�d elscher� .....( sehedues � detaas&spei ifzeatmrts) founc3atrcyn WWII as detailed el.*,ewliere ..: z , exposed rafters-- ��w G 13 DOOR SILL & JAMB SECTION/ELEVATION p2+ %MummaTS—O�It4TE-- -- { - —�r —r— -- 1 9\ A3.1 r 6-9 1/4 _ - ' ---- -- --..— — -- - - - - - HEAD HE[Gn t f screen wood column ::;;::;:;:a<:s::<• e ......: : handrail t _. /i� : - Permit Set 1 - • ' ------------ ----------- ------------------ , 2ND FLOOR FFProject # 14008 .. ... ..;....;.:.1..... -- i ;..:.,.. ' ' Date: wood bracket cedar shingle sidn � 3 -= ............F................................ 11/19/14 6-9 1/4' ---- --- EAU HEfGtIf Revised: -- -to ; \ ... .................. ::o:;;::.:...:.�: :•::::::::::.... { ......:.:.:.... -- " ° �t •... - ft ;;i%:G;i;???i i% i: i` iii? t .............. ........... . ......... ........ ......... ---- ------ - Sheet .......... e 1 ST FLOOR-FF— ——— .. .. ...... ........................ Ah -} A3 . 1 B/A3. 1 SCALE 1/4" = 1' A/A3. 1 SCALE 114" = i' SIDE ELEVATION FRONT ELEVATION S: yz Wit, to 'z` - ,. I... e _ '. '. -• '• '•' '•' metal rake flashin see S ecific tions a : - re and ( ) > ttu . . . g P . Note. Phis detail is eneral ui n ah n rafters either side of rid e and ro rde b g g P bent as shown run flashin under toofiu \_. ions of .•'• ', '.• • '. .•' .•' . '.• • at ( .. nra not re resent enact confi ur g g rafter rid e stra sat eve rafter to me t or Y } g g P r1 �-- •. felt over PT 1 8 ,-. :;:::z to rllu5trate the x this ro ect. Its ur ose rs - �. exceed all wind load 1. 's.3 `'' " P J P P - requirements,ani {:':"': :.. frarmn and raketonshownelsewhere ;`:.':`::::<>:' z: :'•.:<>.:`.`::.:?':?;:.:: ..::.:.. vanous coni vents and their relatronshrps. • . . / g r rements of local authorrtres Po requr onl fl sh e • . . • . . • . . a m and deckm are detail d here ,, _ .,_ Confirm configurations&duneiisrons not . , ,• . . . ,• ,• Y g g I \ : v, shown here vv/wall sectioris&ether details. • ; :.' : :, ; :,'• :. ', / ij Consult Architect if there are airy questions / % I - � concerning this situation. �� j� k' /// ii I ;. j%j! I Y //%��/�%// { /// i/ Ulocking to match wall stud thickrress 4" ,�/// ,,/ �,,,// I 1 t" l 1" g g 5-v crimp metal roofing over roofing felt ti ` v u ace far attachment of i : ' %%j'!/�! ,rte 5-v trim meta!roofin over,rooFin felt I abo e roof s if /////, �/ over wood roof deck over,2x8 rafters o er p ywood roof deck over 2x8 rafters �/ �: / r sheathin &ste flashin /�� %��;%/�"� (align rafters&5 v roofing seams) / ah n(afters&5 v roofin seams) g P g /��/��//�/�//�' %/� ( 9 g, 5 v crimp metal roofing turned up behind -, �� '/ //�� - //��, ��i/,//////�� ////%, - sheathing 6' minimum to self-flash ---, ////� /�///��j ��j�%%�r// roofing felt(lap joints 2"minimum as �v // ��/��/�//�/�� i� �� /�/�/// %/i,/// j/ �1� shown over roof deck / / /'/,: /,: /i, ��,,, ///,/j/� zzzzza, ��/�� /��/ De n s ciat Starr Sanford z /�//� / /�// 6 Desi n Associates Inc. All ri pts \ \ ` \ \tit\ // //�/ /// -break flashing reserved. The design concepts, vv\\\ vvv v v v v �j�/i�//�/�//� g ' iz♦ �`t v v \vz / /�/ /�// , , \\\\, ///// / / \ spe i f cati ns of this d cum nta re \`z\ \ \ z //%///i 15 15 p z:: cz%:`::�z�z�"""'�z�z /� ji,j >X A9.1 �� A9'1 the ro err of Starr Sanford Desi n v v \ z.i � z � vvvvz i////,i/// /,�/ �s P P Y g vim\ : z ;zz�z, vz�:, / �� fae'*s 4 �z.z,z,�,�zz,zz��z ,,, r%;,�/ eave flashing over PT 1x4 edge strip-- )� Associates, Inc. No part of these /� ,�/ / 2x8 blockin ��. t 2 {� ;i"xi% �z zx Azo ;� �i �izzzz�„ /� 9 ?s 'i >•,,:; �: / - oc ments shall be co ied disclosed z �zxx ;z�z zz� z \�, /�� d u , 'z` 'z sz::tiz�z•,`':?.zaI-"- \z . % "' 12 V 6 A9.1 to others or re roduced in art or \, ;� •.-'zv` tizw%,iziizziti A\ zz � �\ , '�' ,, "'�, 3 V � � whole in any form without the `� 4 ,, I :i „wzk ,M1+i \4tiµ\�1,�\� \� �..� written consent of Starr Sanford \•` ,\ ,4 '� z \ \ z \,'\\„ azaz ��\' zr • �'� interior finish on roofframin w insulation Design Associates Inc.Do not scale i:�; ccz,•.z•:,;r:::;';z�;:,,:3;`'`{ I; z� z„ „ :z;zz zz z interior finish on roofframin w/insulation 8s g / 9 a•.:;;..,:.: .,,• ,,,. z z z z z zz.zz 1x8 trim board �� ..�` drawings.Use given dimensions only. D-.w„ru -y D�w.p D�.w, , \ 1x6 T&G where exposed- - If not shown verif the correct ,,, ,�� 1x6 T&G where exposed- � 5x5 beam \+ : Y 1 « 3I " 2 « 1/2 3�« 3/4" eave flashing over PT 1x4 edge strip dimensions with Starr Sanford A9 t 5-V CRIMP FLASHING @ FRAME WALL 1,_011 A9 1 RAKE FLASHING DETAIL 1,_01, A9 1 RIDGES RAPPING DETAIL 1,_0„ ;N r, I I to Design Associates, Inc. Contractor shall check and verify all dimensions 3 :..,.: ..:.............:..: �' 1 and conditions of the job site. metal drip edge flashing(see Specifications) {sheathe entire house in r/2"plywood 1 bent as shown(run flashing up as shown stack upper level studs over lower level Muds under roofing felt so that wind strapping ties studs together / 1 install t t/4"wind strapping 32" OC (e ery 4 I 1 1'-1 O" 2'-O" other stud w/rov nails;engineer to \ I I I 2 2 screen backtng , Framin and rake trim shown elsewher\ g" r determine end lap to meet or exceed a :;. r sectcren- r only flashing and decking are de ailed �� wind load requirements,and re quirern-tits I I 1 w here V of local�uthontres-------__, , \ t: \ , \I 1 is \4 y \4 k\ {.t \ - r I 1 ..:< :::. v,., _: '';� r , • . �� 1 �fZ' 1vP owel 1 U F Im .. \ ... ,.:..,,: \• A \ \ i \ z I D tb 1 l7 ....... . :..-1-"•. ,.4.,.,.:.::.•:• • ,.,,:,.:v,.,..:::. •. :..:...;, r o s hru wall 0 3 window flashin @windows&thru wall z:....:::::.. .::. ,\ .. . >:;...,.,:, :... >., tndow flash n9 @ wind w &t �, ,., . x,. ...,z..,,..., s 4 4, Q z,... ........... ............,.. ¢ 1 9 z„_.,,...... z,.,:,..;...,.,,•:., ... .,:.....z:,.,, a uns u min 6"&out ., ..... .. .. ,:a::...� :\>,< •4• i, s .......... ., �e ru s u min 6 &out 1 f flashin elsewhere th t r w - '% ...,'. ,..:,..,.. ,. . „ where that n .:::: P {�z?,..::::::, ; \ ti,,,:\.:,{.:,, ..::•:,,,' .:,..,:,.... ., .,,.,•:, flashing e!_ P w 9 _. :::.,.,.,,.,.,,:.... .. :.:,,,,, _:..:::.... x 1 over trim cut from 2x4 = \ ::,,.,.. :...,......,,..,,:.. ,,...,,.,. ..,.., ut from 2x4 - .. . :,...,..,.. .,......:.......•:......:.,.„•::. •.,..,,,, over tnm€ I . .•• .. .. .i..:.,. , ,. .. ... 4 .\ .... 4, 4 1 w . 4 :..,.., :.,:• .,,.....:,,,,,..,.,,.. :,,.: 4•,,,,•:.,.•...., :..,..,.,.:. �_ to m av ....... :..:.. T _ I 1 .,.,.,,.... 2 , ... .: .. .: ,..•,,,.. 4. \�„+••.iii:: :. �-` 4;:,1'•:i:,,ti .....::.':::: Z ................ - ..: r3 .::: {,...,.,�...,. ,...... 4' 1 J 4 ", \ J 4 \\ ? 1,} \ 1 Q ..... 4 . ,.„„ ,,,,.,,.. ., ,,..... ..,.,,•. a srd�n over sheathm over 1 cedar shingle sidin over sheathing over �: a:,,,,,•:.,:. .:4:.,{:.r 4.,:•:.,:•::,•:..::::....::............:.. :...............•.,.:. . cedar shin / 9, d _ 1�T^y1 :::;..,,;:,.;...,;.,., g finis - \,.,,,.,::,:.,., ....:,,: .. g ''::>;::;;';;:... . .< .. wall as detailed elsewhere w interior h \ , \ Z i {wall as dEtatled elsewhere w/tntenor finish 1 + / \ P., \\4, 4 2& „ a &insulation- 'iN &rnsulatton - k i 4 c rrya �' : , 4 \ _-�- Z%1 mould ng o 9 xterio r` �a 4 \ , q<J 44 \ 1x6ilaG v r N ti r t \�� z \ .'', } k• e h s d 11 w 4 \ \ , 1x8 'ck, bo e .f z. \ 4 4 1,�,i , ` w a 2 , \ *\ 4 \ J A9 1 2x sl ed d ckin A9 e - 4 4 \ \ , ,,v o ' \ P 19 ove w „? { \ 4 ti�„� fasci ut fr m 1 r T 2 8 N W �, 1 4 r \* `:{::: led r-_ W Z •- / I- 2'01 ti w ' 4�4 \ " plyw caor deck on floor joists(see Ffoor \ plywood floor deck on floor joists(see Floor f ;, 4 ood fl 4 44, \ , \v `. 'k Framing irran) w/band joist atperimeter- ming Plan)w/band joist at perimeter - - Fra r �� I 8 EAVE FLASHING DETAIL 1/z 9 STRAPPING @INTERMEDIATE FLOORS 3/4" - - - - - - - - - - - - - - - - - - -�/ - T- `" '� A9.1 1' O" A9.1 1 O 2x12's C :;,,w 2x12's .� k -.,. ' - J <_, sem.; `'.t,_ ..- e N -,- •`fN • - _ .Y. - �.. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- -- -- - - :- '� sheetrock ceiling attached - M - k sheetrock ceiling attached finished wall over exterior sheathing ober :. Note:stack rafters over wall studs so that to floor; ming--'- _ -3 to floor framing t etal ba eeflashin l shaped as shown insallahur iccane cli to tree very rafte_ '? g P �I Y P ry rafter t> t tp = O , r� installed w/continuous cleat so that th�re double top plate and another clip to ti top r $� 4 /� �/ are no exposed fasteners plate to every stud;engineer to PT 2x8 top plate _ �' - - _ 1 PT 2x8 top plate- determine clip specification to meet o cedar shL,gla siding over 1x lathing on 8"CMU i� exceed all wind load requirements,an l wall w/truss-type horizontal joint reinforcing �? i vents of local authorities,but i i no every other course and interior 2x lathing :, p 7 , ' case sh 11 clip be less than Simpson x8 insulation�V sheetrock inferior finish'm /^�ll� �� - - - \" ,� cedar shingle siding over 1x lathing on 8"CMU \ 1\ wall w/truss-type horizontal joint reinforcing . �� every other course and interior 2x lathing, insulation&sheetrock interior finish g„ - ----- -- -- -- ------------ -- -- -_ - 69;:14" l HEAD HEIGHT M4 -; N -/ c� ___ - 1) I 11 °' �.. r k Gw.,v�tu y ---- Dw.71-7 il- - Ag Roof to Wall Flashing Detail 1 a A9 1 RAFTER- ALL STRAPPING 110 A -. finished floor on 4"concrete slab over VB on 4" bed mould WM70 over PT 2x4 _ gravel fill on compacted earth finished flo r o c e e slab over VB on 4" 0 ono cnrt � grave!fill on compacted earth 1ST FLOOR FF Permit Set 1 Tw ,. ::1%% `+`` `:: e . oo. r a o $ Pr t o°ec #• 'i::::' •i:'_::' 'i:'_:.... 'i:':' 'i:'_.: !;- flare out shingles over bed WM70 14008 .. :1.: l 1.. :1.. :I.: :L: _I 1.: L: :1.: 1.: .I.: L: :1.: :1.: 1.: 1.: :1.: 1.: 1.: .I.: :�.,.:,-.. :1.: :r: ,.r ;:r: f: ;:r: .:r: ..r: ..r: ..f: ..r: ..r: ..f: ..r: ..r: f: ..r: ..r: ..f: ..r: ..r: ..r: f: _.f.. ..f.. ..r.• ..r._ ..r.' ;:r: .., ... ,.. ; :.:._._:1:.:.. _ .:._._ :.-- ]--.--I:.:._.. --I:.::_.:_1 _ 211 ._. I _. I ._. 211 _. I1 _. I ._. 1 ._. ._ 21 211 ._. 1'- -. -:1:. :I :1: _._:1 .. :1? __1 stucco finish on filled stem wall on footer see :':- :' - - - - - :- stucco finish on filled stem wall on footer see - - - - - - - - - - Dat structural -'•:' - a structural )' -...... ... -- ) - tr .... _.... '. I._.... I. I._....,'. I._....,'. 1._.....'• 1._.... '. d: - _.... '•'1._.... •. I._,-. '. I._ I._... I._ °i:'_ 'i:'_ °i:'_....' 'i:'_....' 'i:'_....' 'i:'_...:' 'i:'.....' i i:'_....` 'i:'_....' 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' i I: i I:'_.... i 1:'_....'� i L'_....'� ��:'_....'� i�:'_...:' i�:'_...:'� i�:'_...:'� i�:'_....'� i�:'_...:'� ev se 'I: 1.: :I.: :1.: 1.: :1 1.: :1.: I.: :I.: 1.: 1.: :1.: :I.: I.: I.: 1.: �.: 1.: :I.: 1.: I.: I.: I.: 1 1.: :1.: :1.: :1 I.: ,.r: ..r: ,.r: ,.r: - 1.: 1.: :.r: .r: ,.r: ,.r: ,.r: ,.r: ,.r: ,.r: ,.r: ,.r: :.r: :.r: ,.r: ..r: ,.r: ,.r: ,.r: ,.r_ ,.r: ,.r: ,.r: ,:r: ,.r: ..r: ..r. f. 8" OE - - _ . ._ .. _. ._ 8"TOE T . :I: . :I: ._. :I: ._. :1: ._. 1• ._ :i1 2i1 ._. 2i1 ._. ,:. ._. 2i1 ._. 2i1 _. 9i1 . 2i1 ._. 2i1 _. 2i1 Sit _. 2i1 ._. Si1 _. 2i1 _. 2i1 ._. 2i1 ._. Si1 ._. Si1 2i1 _. 2i1 _. 2i1 - ' - I - - - - - . - - - - - - - - - - - - - - Y'I - - - - - - - - - -- - -- - - - - - - - -- - - - - -- - - ..;'; :.; ;; ;; :.;; .... ....... ........ ... .. .. .. . . ... .... ....... ... _.... .,'I._.... 1._.... '. I._.... '. ._.... .I._.... ., _.... '.•I._.... ' •I._.... '.•1._.... ' 1._.... '. I._.... '. I._.... I._.... I._.... .I._.... 'i:'_....'i 'is_:..:' 'i:'_.... i 'i.'.:.:: 'i.'_....' 'i.=..' 'i. i.'_.... i 'i.'_....' 'i._....' '-_....' ',_.... 'i.'_...:' 'i:'_...:' 'i:'_....' 'i:'_....' 'i:'_.... i Id, :1.:..,..'::L:. 1.:. L:. 1.:. :1.:. :1.:. I.:. I.:. I.:. I.:. 1.:. I.:. :I.:.:;-.'::" I.:. :I.:. :I.:. 1.:• 1.:. - .�,' -r= r -r= -r- -'r= -'r= -•r= -•r= -r= -r= :r= -r= r -r= -r= -r= ._. -:i'� _. ":i 1 _. ,;I; -;I: -;i'� _. - i'� ._. - i'� _ -?i'� ?i'� -?i'� _. -S i'� -?i 1 _. -3 i 6 ._. - i 1 r _ ,:i _ Y.1. _ .. _ .. .. _ _ .. .. _ .. _ _ _ .b_ _ _ .. _ .. _ .. _ .::._... :..::._._._: ::._.. ::... 1. "7. .. ._. _. _ __ _ __. ..._ Q ... __ _.. _.. __. _.. __. _.. __ .. .. _. _.. ... ... ... __. ..... I' h ....,'.•I._....,1,'._.-- '.'. '.•I. .. ....,'.'I._....,'. 'I._....,'.•I. '.•I._....,• •i.'_....; 'i.'_....; 'i.'_....; 'i.'_....;� 'i:'_....; 'i:'_.....' 'i.'_....; 'i._....; 'i.'_...,' 'i. 'i.'_....; °i.'_.....' 'i:'_....;i 'i:'_.....' 'i:'_:.: 'i:'_....;!i'i:'_....;, i: L: L: L. Id ,mil 1.: X L: :1.: :1.: :1.: :L: :1.: :1.: :1•. 1.: :L: :1.: :t: I.: ?1.: :I.: :1.: :'" 1.: L: 1.: ,Q' :1 ..r: ..r: ..r: ..r: ..r: ..r: ..r: ..r: ..r: ..r: ..r: ..r: ..f: ..r: ..r: ..r: ..r: ;.r: ,.f: ..r: ..r: ..r: ..f: .,r: ..r: i 1 _. i 1 ._. ?i � � 'Z' S i _. S i' _. S i' ._. :i' ._. i' _. ?i' _. S i' _. _. i' :i' ._. :i' _. S i' ._. :i' 7 :i1 } } r Sit ._. Sit _. i1 ._. ..; ._. Si1 o- } :.'1.- - - rr.. J J -- - -- - - -- - - - _ - - ._ - tl .... .. ...._:...!.::. "..! "....:: _ _.... I._.... '. I._....,.. I._....,. I. ....,•. I._....,'. - .....,'. I._....,'. I._....,.. I._....,.. i.'_... 1._....; I._....;i 'i.'_.. i:'_ 'i.'_....; 'i._....; 'i._....; 'i._...,' 'i. 'i._....; 'i.'_....' 'i._....:i 'i._....'i 'i._..." 'i.'_....' 'i.'_....' 'i._..:' 'i._....' 'i._....' - 1: fY1 a 1.: L: :L: :1.: :1.: L: :I.: :I.: :L: .I.: :1.: : P C7 GENERAL NOTES ALL-THREAD NOTES MASONRY NOTES a Q 1. CODES USED: 2010 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL-THREAD CONNECTORS TO BE 3/8"DIAMETER BARS PLACED AT 6'O.C.IN ALL BEARING 1. ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF "BUILDING y EDITION,ACI, NDS,APA AND ASCE?-10. WALLS, UNLESS NOTED OTHERWISE ON PLANS. CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530)AND THE "SPECIFICATIONS FOR to MASONRY STRUCTURES" (ACI 530.1)OF THE AMERICAN CONCRETE INSTITUTE. r, w 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 2. ALL-THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY 13E9 > CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. COUNTED AS PART OF THE DESIGNATED O.C.SPACING. 2. CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT WITH A MIN. NET COMPRESSIVE o a STRENGTH OF 1500 PSI, HOLLOW, LOAD-BEARING UNITS. CONFORMING TO ASTM C90,TYPE N-11 4 o 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO 3. PLACE ALL-THREAD RODS WITHIN 6" TO 10" OF EACH CORNER AND AT EACH INTERSECTION OF COMMENCING CONSTRUCTION. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: 3. MORTAR SHALL CONFORM TO ASTM C270, TYPE M OR S. ALL PORTLAND CEMENT SHALL z CONFORM TO ASTM C150 TYPE I. LIME SHALL CONFORM TO ASTM C207.ALL MASONRY CEMENT W 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR A. PLACE SHEARWALL RODS(SPECIFIED ON PLANS) SHALL CONFORM TO ASTM C91. THICKNESS OF MORTAR SHALL NOT EXCEED %". FULL BEAD E p THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED B. PLACE HIGH UPLIFT RODS(SPECIFIED ON PLANS) AND HEAD JOINTS SHALL BE USED. Z p U OTHERWISE ON THE PLANS. C. PLACE CORNER RODS D. PLACE ALL OTHER RODS. 4. MASONRY GROUT SHALL CONFORM TO ASTM C476. fc OF GROUT SHALL BE 3000 PSI MIN. THE 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE MAXIMUM AGGREGATE SIZE SHALL BE 8"GRADED TO PRODUCE FINE GROUT IN CONFORMANCE w W OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 4. ALL-THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY WITH ASTM C476 AND C404. SLUMP OF GROUT SHALL BE 8 TO 10 INCHES. o SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT SYSTEM, OR APPROVED EQUIVALENT. ALL-THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. 5. MASONRY WALL REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. PROVIDE 48 BAR DIA ASSUMING 2000PSF SOIL CAPACITY. LAP ON ALL SPLICES. PROVIDE BAR SPACERS AS REQUIRED TO PROPERLY LOCATE 5. WHERE NECESSARY,ALL-THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS. REINFORCING IN CELLS. v 6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, o ao THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 6. MINIMUM EMBEDMENT OF ALL-THREAD SHALL BE: 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING OF ALL MASONRY N WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. CONSTRUCTION TO RESIST WIND, BACKFILLING, SOIL COMPACTION AND OTHER NATURAL AND IW- 6"-TYPICAL WALLS, MONOLITHIC FOOTING CONSTRUCTION FORCES OCCURRING DURING CONSTRUCTION. THE BRACING SHALL REMAIN IN U) o 7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 7"-EXTERIOR WALLS,STEMWALL FOOTING PLACE UNTIL THE STRUCTURE IS COMPLETE. O EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND 8"-MASONRY WALLS NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY 7. HORIZONTAL JOINT REINFORCING SHALL BE USED FOR ALL MASONRY CONSTRUCTION. AND W z INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION 7. ALL-THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN SHALL CONSIST OF 9 GAGE, GALVANIZED, LADDER TYPE REINFORCING CONFORMING TO ASTM DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL THEIR RESPECTIVE DETAILS ON THIS SHEET. A82,SPACED AT 16"O.C.VERTICAL MAX. TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING 8. USE 2"SQUARE WASHERS ON ALL-THREAD AND ANCHOR BOLT LOCATIONS, U.N.O. 8. WHEN GROUT POURS EXCEED 5 FEET IN HEIGHT, PROVIDE A CLEAN-OUT HOLE AT THE BOTTOM CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE CELL. CLEAN THE CELL BY REMOVING ALL MORTAR, DEBRIS, LOOSE AGGREGATES AND ANY >_ RESPONSIBILITY OF THE CONTRACTOR. 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT IS MATERIAL DELETERIOUS TO MASONRY GROUT. INSTALL AND SECURELY TIE THE VERTICAL z ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW STEEL REINFORCEMENT TOGETHER. CLOSE THE OPENING AFTER INSPECTION. Q CONCRETE NOTES OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2)SPH. PLACE A 1 2" ANCHOR BOLT WITH 6"EMBEDMENT WITHIN 6"OF DOUBLE STUD GROUP. 9. ALL MASONRY WALLS SHALL BE SECURELY BRACED UNTIL FLOOR OR ROOF SYSTEM HAS BEEN CC 1. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. INSTALLED AND HAS BECOME CAPABLE OF STABILIZING THE WALLS. REINFORCED MASONRY G 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS UNITS SHALL BE FILLED SOLID WITH 3000 PSI GROUT AS INDICATED ON PLANS. OW M 2. 6X6 W1.4 X W1.4 WWM TO BE PLACED IN THE CENTER OF THE SLAB. WWM SHALL BE LAPPED 8". ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM U OF THE ROD WITH A 3" SQ WASHER AND NUT. IN LIEU OF THREADED RODS, SEE SECTION O.SEE PLN FOR SIZE AND 3 10. CASTCRETE PRECAST LINTELS TO BE USED OVER ALL OPENINGS, LINA THE USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWM. MINIMUM FIBER LENGTH= 1/2". AND 5/S5 FOR STRAPPING ALTERNATIVES. REINFORCEMENT. Z W cC i 3. SLAB THICKNESS IS 4", UNLESS NOTED OTHERWISE ON THE PLANS. SLAB SHOULD BE POURED CONVENTIONAL FRAMING NOTES SHEATHING NOTES w LL OVER A 6 MIL. VAPOR BARRIER AND THE SOIL SHOULD BE TREATED WITH TERMITE POISON PRIOR TO POURING. FOR WALL SHEATHING: 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. 1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16,AND NOT LESS THAN V O = Q 4. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, 7/16"THICK. FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12"O.C.IN FIELD. U W COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. 2. 5/16" HARDI-PANEL MAY BE USED IN LIEU OF OSB. FASTEN TO STUDS WITH 8d RING SHANK NAILS O W o C MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE AT 6"O.C.ON EDGE,8"O.C. IN FIELD. FASTEN TO TOP AND BOTTOM PLATES AT 4"O.C. I- Cp FOOTING. 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. F- FOR ROOF SHEATHING: z Z co N c Z 5. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH(4) 16d TOE-NAILS. 1. USE EXPOSURE 1 APA RATED OSB. SPAN RATING MUST BE MINIMUM 24/16,AND NOT LESS THAN O W J 7/16"THICK.FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12"O.C. IN FIELD. Q 6, VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON SDWC15600 OR AN H3 WITH 1 Dd 2. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH V Ica WHICHEVER IS GREATER. NAILS IN ALL HALES. STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD O ' CONDITIONS, BLOCK PANELS AT 12"O.C. 7. CORNER REINFORCEMENT SHALL BE LAPPED 25". 6. FASTEN ROOF,RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAFT :R U AND(5)8d NAILS INTO THE SLEEPER. FOR FLOOR DECKING: 8. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 1. USE EXPOSURE 1 APA RATED PLYWOOD. SPAN RATING MUST BE MINIMUM 48/24, AND NOT LESS O 8.1. 3"FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH 7. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH (12)8dX1-1/2"NAILS. THAN 3/4"THICK. FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12"O.C.IN FIELD. m 8.2. 2"FOR CONCRETE EXPOSED TO EARTH AND WEATHER 2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 24" AND 8.3. 1 1/2"FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY 8. FASTEN RIDGFIVALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 10d NAILS IN VALLEY BEAM, MINIMUM 3/4'THICKNESS. REINFORCEMENT. (11)INTO STUD,BELOW. 9. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, 9. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH EPDXY NOTES INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE INTERSECTION OF SLEEPER AND EXISTING FRAMING. 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER DETERMINED FROM FOUNDATION PLAN,CONTACT THE ENGINEER OF RECORD. , EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY N ROOF RAFTER GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. .00 n o er 10. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF 3: C9 00 n(9 aim STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT. 2. MANUFACTURER'S DATA FOR ALL EPDXY AND-EPDXY GROUT SHALL BE SUBMITTED TO THE r- o U Q o RIDGE BEAM ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE: 11. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF STEMWALL MUST BE FILLED. (2)2x4 SYP COLUMN FOR RIDGE/VALLEY BEAM SUPPORT, FASTENED HILTI HY150, HILTI HSE2421, SIMPSON STRONG-TIE:-SET OR APPROVED EQUAL. TOGETt ER WITH(1)ROW OF 8d NAILS AT 12"O.C. FASTEN RAFTER TO FRAMING NOTES COLUMN WITH 18 GA STRAP WITH (9)8d NAILS IN RAFTER, (9)8d NAILS IN IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS J 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2010 FLORIDA BUILDING COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD WITH (9)k8d NAILS IN COLUMN, (9)8d NAILS IN TOP PLATE/HEADER. ACCORDANCE WITH APPLICABLE SAFETY LAWS. U) CONSTRUCTION. EPDXY NOTES 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 W 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. PSI AND TENSILE STRENGTH OF 2,300 PSI. 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER O 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. DIAMETER OF THE STEEL MEMBER BEING INSTALLED. Z OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO J ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE: INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE $ LAITANCE, DUST, DIRT,AND OIL. TREATED. HILTI HY150, HILTI HSE2421, SIMPSON STRONG-TIE SET OR APPROVED EQUAL. NO 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED, 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE )' W 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS z ACCORDANCE WITH APPLICABLE SAFETY LAWS. PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO W 7. DIMENSION LUMBER 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,0 0 DO THE WORK. 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS ` 7,2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. PSI AND TENSILE STRENGTH OF 2,300 PSI. ./ 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF DIAMETER OF THE STEEL MEMBER BEING INSTALLED. RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS. 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH S .,. 00 LAITANCE, DUST, DIRT,AND OIL. � m CO BELOW: - �;N m *0� 6. CONTRACTOR ;PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY T E a U 8d =0.131"x 2-1/2" MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE o 10d=0.148"x 3" Cn c YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS f "'- �± 12d=0.148"x 3-1/4" PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE U u -IL 16d=0.162"x3-1/2" TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL '0 a) 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN DO THE WORK: U N AND/OR THE FOOTING DETAILS SHEET. N � J 'O 7 U_ 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. C C: CU X a m LOAD TABLE Q M .5 Y 0 �, C N fn rA N ROOF: S U 'd' CO )LIVE LOAD: 20.0 PSF O O ��ggggp��4 DEAD LOAD: 7.0 PSF vvPl CEILING: ®� gc LIVE LOAD: 10.0 PSF LIVE LOAD-STORAGE: 30.0 PSF DEAD LOAD: 5.0 PSF FLOOR: COMPONENT AND CLADDING ° LIVE LOAD: 40.0 PSF ° DEAD LOAD: 10.0 PSF DESIGNPRESSURES ° DECK LIVE LOAD: 50.0 PSF EFFECTIVE INTERIOR ZONES, WIND LOADS: AREA, SF END ZONES, PSF PSF WIND SPEED: 130 MPH EXPOSURE: C 0-20 24.4 -32.0 24.4 -26.6 Sheet No. IMPORTANCE: 1.0 , BUILDING CATEGORY: 11 20-50 22.9 -28.8 22.9 -25.3 ENCLOSED BUILDING: INTERIOR PRESSURE 50-100 21.6 -27.2 21.6 -24.0 S0 , 01 COEFFICIENT: 0.18 ROOF PITCH: MATCH EXISTING 100-200 20.8 -24.4 20.8 -22.9 1 OF 3 This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization by Alexander Grace Consuhiry3,Inc.,shall be without liability to Alexander Grace Consulting,Inc. i o � Q � VERIFY HEIGHT.MJF WALL c� WITH ARCHITEC` URAL PLANS FRAMING NOTES AND LEGEND m 1 1 TOP OF WALL SLOPES.SEE 18'-0.. F _4'-72 ARCHITECTURAL FOR HEIGHTS. D M w TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP, UNO. N X-8- 8'-4 6'-0 STUD MATERIAL: 2x No.2 SPF, UNO. o W � � •� • • • . . ____ � _ 2 2X8 ; I- ----------------------- -, % ISL HEADERS: T Q ---- ---- - cll 9 I ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, z --- ---- I 8F8-1 B ___= I S12.01 UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X a) 1 -- ---------- r co E ESSED LINTEL C ---- \ I 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO 0 00 � EZ (PRECAST); --- MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE z' o -- 9 ( O THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. a_ 0 I I f T - - - _ I S1.01 i 11 I{ ` 0 0 1 --- •� - •< % S2.01 I I - S2:01 (2)2X8 UNDER HEADER NOTATION IS: W --- •, _-_ I I POSTS.SEE o fn o _-, ------------------------ ---------_ __T_==rrr--Now- DETAILS. NUMBER OF PLIES IN HEADER - ------------------ NUMBER OF KING STUDS r - ; I ----- L -------------- I � J 1 � I F111r 13I ------------- ----------=====-- .....I. S1 01 I I I (2} 2� x6,2:1 ob ( 74 1 I S2.01R, S2.01 I ------------------------ --------------ai 1 NUMBER OF CRIPPLE STUDS3 S1.01 I 1 -- ----------- ----- -�� --------- ° S201----- SIZE OF DIMENSIONAL LUMBER z1: .01 I 1 --------------------- _=__======= 1 0 1 1 - �� n TYP4 SHEAR WALLS: ------------- --------------" • - -- - - -- - ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE z �? 4 8F8-1 B 8F16-1B/1T � TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC 04N I 1 (PRECAST) (PRECAST) S2.01 ------------------------ - ------------ I I -------------= THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED ii BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, I i i I 9_ ---------------------- ARE NOTED ON THE PLAN. ------------- ---------- r I I I I io ----------------------T-I ----------------------------------- ---------------41 I II g ...................................... ................................................I...... _ z __________====�i S2.01 ' SW _ SHEARWALL LOCATION Q I I 4 /J SEE DETAILS FOR FASTENERS CL 1 I S1.01 I I I -- ��-------------- I I I 1 ---------- ----------- - --------- -----------------�I _ _ 1 1 I I I ____ ____________�_� SHEET NUMBER O LLJ M _ 8F8-1 B 8F8-1 B --------�- _ U N ----,-- 1 fi I I 1 S2.01 RECESSED LINTEL REC�SSED LINTEL 9 ( DETAIL NUMBER z W M SHEAR WALL DESIGNATION O O z LL I I I I S1.01 (PRECAST) (I'�2ECAST) S2.01 L S2 01 = J t- ------------J I PORCH/GLULAM BEAM V J Q U .� , r �x 9 sk !1k D., INTERIOR BEARING WALL I- -- --------------- I J S2.01 m U_ u ~ 12-0" O 1-STORY THREADED ROD z Z Q 1 INDICATES GLAZING CLASSIFIED AS END ZONE. O W Q ALL AZING LOCATED ON EXTERIOR S4O"= 1U'-0"NDATION PLAN EZ OTHER INTERIOR F V mTLEVEL WALPLAN SECOND LEVEL FL00R PLAN STRUCTURE WILL BE CLASSIFIED AS.0 _ 1/ ZONE.SEE"COMPONENT AND CLADDING DESIGN O PRESSURES,"ON COVER SHEET. 9'-4"WALL HEIGHT �� 9'-4"WALL HEIGHT 2X12 FLOOR JOIST AT 16"O.C.MAX. VERIFY OR PLACE STUD GROUP UNDER BEAM BEARING.NUMBER OF 13'-0"WALL HEIGHT 13'-0"WALL HEIGHT TAPERED AT EXTERIOR.SEE 2X8 FLOOR JOIST AT 16"O.C. MAX. O STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS.FASTEN BEAM TO O 00 DETAILS FOR FASTENING. STUD GROUP WITH (2)MSTA24. FASTEN STUD GROUP TO BOND HATCHES INDICATE 8"CMU WALLS WITH#5 HATCHES INDICATE 8"CMU WALLS WITH 5 BEAM WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THREADED ROD BARS AND 3000PSI CONCRETE AT CORNERS, BARS AND 3000PSI CONCRETE AT CORNERS, IS WITHIN 12"OF BEARING, NO LTT20B IS REQUIRED. EACH SIDE OF OPENINGS,AND AT 48"O.C. EACH SIDE OF OPENINGS,AND AT 48"O.0- O PLACE 6x6 POST UNDER BEAM BEARING.SEE DETAILS FOR B FASTENING. v o N 2x6 NO.2 SYP LEDGER Y o L FASTEN TO CMU WALL WITH(2)ROWS OF 1/4"X3"TAPCONS AT 3 (D c� Q� M 12"O.C.STAGGERED. o Q o • FASTEN TO BAND BOARD WITH(3)ROWS OF 1/4"X4"WOOD 8"X8"X16"MASONRY,BLOCK WALL FILL SCREWS AT 16"O.C. 4 =- _ CELLS VERTICALLY WITH 3000 psi S2:01- - CONCRETE AND#5 DEFORMED BARS AT HUC28-2,(12) 1/4"x2-3/4"TITEN SCREWS AND(4)10d NAILS. - LD _ - CORNERS, EACH SIDE OF OPENINGS,AND _ - 48"O.C., LINO ON PLAN. Q I 2 -I LAP BARS 30" z S?�.01 z B (2)2X8L _11G, CONTINUOUS BOND BEAM WITH 3000 PSI FIBER REINFORCED CONCRETE SLAB,4 = ^ 10- O In 2 2X81 6X6 BEAM /(I _2.01 = = THICK UNLESS NOTED OTHERWISE ON PLAN• FINISHED GRADE d d r n O �- _ _!-! 8"X16"CMU STEMWALL WITH 3000 psi = _ I- V p = = I 8"X16 CMU STEMWALL WITH 3000 psi II _ _ _-I I-.I I - CONCRETE AND#5 DEFORMED BARS AT _ _ CONCRETE AND#5 DEFORMED BARS AT Q z -III= CORNERS, EACH SIDE OF OPENINGS,AND = - CORNERS, EACH SIDE OF OPENINGS,AND Q T N/ =III=III= 48"O.C., UNO ON PLAN. - - ) 48 O.C., UNO ON PLAN. TYP 6 - - _ _ _ - _ - A 1 10 =1 I I=) I I = III-III ONE STORY: d=10', b=20 ,(3)#4 BARS I _ ( ice 7_71 „ V-01 _ = i- ONE STORY: d=10 , b=20 , (3)#4 BARS LL Q I�_) I_ = I I TWO STORY: d=12", b=24",(2)#5 BARS (I I I I I I I I I I I I_I I i -1 I TWO STORY: d=12",b=24", (2)#5 BARS O TYP 4 w _ - VERTICAL REINFORCEMENT TO HAVE 9" (I� ° d ° %-'�I- (2)2X8 2:1 (2)2X8 2:1 rn -1 a _� 4 d -I I VERTICAL REINFORCEMENT TO HAVE 9 N - - L BEND AT BOTTOM AND BE EMBEDDED 4" - I ,o . - ° _ BEND AT BOTTOM AND BE EMBEDDED 4" 12 I III= INTO TOP COURSE. ( I z S2.01 I 1 I I- I INTO TOP COURSE. CID III II I I ' X �I� L1=LT�TI T I { I. JII IIIIIIII�I' III � ''T-TT III-III-III III-III= FOOTING TO BEAR ON FIRM FOOTING TO BEAR ON FIRM UNDISTURBED co N UNDISTURBED SOIL. SOIL. rnti I4t TYPICAL STEMWALL DETAIL GARAGE STEMWALL FOOTING '0'0 �- - 6 Z5 %tJ314"= 0 u.ll a) 6X6 BEAM 4 --- EZ EZ s2.o1 (2)2X6 1:1 (2)2X6 1:1 ! L N - _ 8"X8"X16"MASONRY BLOCK WALL.FILL W = CELLS VERTICALLY WITH 3000 psi in 2 2 = = CONCRETE AND#5 DEFORMED BARS AT Q iq S2.01 - CORNERS, EACH SIDE OF OPENINGS,AND .r ti C .5: OR S2.01 S2 01 _ = 48"O.C., UNO ON PLAN. N � Y N 4 = = 1/8 WIDE SAWCUT. 4 �01 LAP BARS 30" O CO rn ° 3B�3a�693c's�39S�y�gg d ° SLAB. SEE FOUNDATION �� • AV��Q�®�� SECOND LEVEL WALL f:�ROOF PLAN = = a a d ;L-sECTIONs. � ' ` • .� ®®® d ° 0•d r F HI P , = ° ROOF FRAMED WITH: III=I I I I I- • : . �- - I ao III III III _.I� ! -'-) I I i $� I I=1 I -I 11- ° d �_, -1 I -_III-' ' n.��°.•�° � �® • 2X6 ROOF RAFTERS AT 16"O.C. GROUND BELOW 2X8 HIP RIDGE BEAMS I 1 ( I8„-) (X- I I ;,- I , 6 MIL VAPOR BARRIER OR EQUIVALENT SAWCUT NOTES: • • 2X8 COMMON RIDGE BEAMS. - ' ' I WATERPROOFING BETWEEN COMPACTED ��s ••• a ®®®qea® • 2X8 SLEEPERS SUBBASE AND FOOTING/SLAB 1. SAWCUTS ARE MIN 1/4 THE DEPTH OF THE SLAB, BUT NOT ONE STORY: X= 16"WITH(3)#4 LESS THAN 1". 1 Sheet No. SEE CONVENTIONAL FRAMING NOTES TWO STORY:X=20"WITH(3)#5 2. MAX JOINT SPACING IS 12'O.C. FOR FASTENING SPECIFICATIONS. 3. SAWCUT PANELS;tSHOULD BE SQUARE OR NEARLY SO. 4. LENGTH TO WIDTV SHALL NOT EXCEED 1.5:1. INTERIOR BEARING FOOTING 1 S1001 4 CO N TRO L JOINT DETAIL 3"= 1'-0" 2 OF 3 This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization by Alexander Grace Consulting,Inc.,sfrall be without liability to Alexander Grace Consulting,Inc. � (7 a C7 m C7 M W N O W O 4 Za F- 23 3 4' 7/16"OSB ROOF DECK. W 6X6 PT NO.2 SYP POST BCS2-3/6 ® i i ING NOTES 5/4"DECKING FASTENED TO JOISTS WITH ( Z g o o J( FOR RAFTER TO TOP PLATSEE CONVENTIONAL TE FASTENING. U (2)3/16"DECK SCREWS. —— —— — — T ,, v WATERPROOFING BY OTHERS o a O o (2)2x4 NO.2 SYP TOP PLATE FASTENED W LINTEL OVER OPENING. WITH (2)ROWS 10d AT 16"O.C. o W 2 2X8 CANTILEVERED DECK BEAM WITH ( ) SEE PLAN. STAGGERED. MINIMUM 24"LAP WITH(12) 2X8X1-0 BLOCK UNDER POST.FASTEN . 10d IN LAP. T DS25 00 BLOCK TO WITH H 6 S 5 I ELEVATION VIEW SCREWS. ALL THREAD CONNECTORS. ORS. v 7/16n OSB WALL SHEATHING. ob.- N W 2x No.2 PT SYP WINDOW BUCKS O a FASTENED TYPICAL WALL SECTIONEN TO ALL SIDES OF o (2)2X6 TOP PLATE 4 r o OPENING WITH SIMPSON 1/4"x3" o 1' 3/4"= -0" TYPICAL WALL SECTION TITEN SCREWS AT 12"O.C.ALL Fn 3/4"= 1'-0" w z iii` 3 "3" 4" P1/4 X 4 X V-0"X V-0" SIDES OF OPENING. L-SHAPED BRACE. _ FILL ALL CELLS ADJACENT D NT TO P O ENINGS WITH 3000 PSI �`' — CONCRETE AND 1 #4 BAR.BEND -- ( ) z - INTO TOP COURSE BOND BEAM 12". Q 3 SDS25400 SCREWS coEL STAGGERED IN EACH TOP = 5 N G PLATE. DO NOT FASTEN � — INTO END OF TOP PLATE. jJ M U C7 N N \� 5'-0 8-0 SEE DETAIL 9 FOR WALL SPECIFICATIONS. z LU M (2)2X6 TOP PLATE I O O z _j LL WALL SHEATHING.SEE ° . 2X12 BLOCKING BETWEEN JOISTS. 6X6 PT NO.2 SYP POST SECTIONS. ° FASTEN EACH END WITH (2)10d U J Q U aTOE-NAILS. NOTCH AROUND O = W CANTILEVERED JOISTS. U m ABU66,5/8"Q1X8" BOLT PLAN VIEW _ _ - ° — SEE FOUNDATION PLAN FOR I O w U -�'— FOOTING SPECIFICATIONS. / yll 2X12 JOISTS, SPACED AS NOTED ON M IN PLAN. W N to Z I z z �8"CMU WALL BELOW.SEE TYPI AL = 2X8 PT NO.2 SYP TOP PLATE.SEE O m Q FOUNDATION PLAN FOR C 0 N RACE DETAIL L 3 C MASONRY OPENING = = SECTION##FOR WALL SPECIFICATIONS. SPECIFICATIONS. 1-1/2"=1'-0" 1/2"= 1'-0" 2X8 CANTILEVERED DECK JOISTS, FASTENED TO O FLOOR JOISTS WITH (2)ROWS OF SDS25412 WOOD - SCREWS AT 6"O.C.STAGGERED. USE 5/4"DECKING U) FASTENED TO JOISTS WITH(2)3/16"DECK SCREWS. O 5 POST DETAIL 8"CMU WALL.SEE FOUNDATION PLAN m 3/4"= V-0" FOR SPECIFICATIONS. 6 q3/4" o N 0 ((9 a(9 N N t Q f0 a 0 1 7/16"OSB SHEATHING. 3/8"ALL THREAD 2-0RAFTER CONNECTORS. 2x6 No.2 SYP BOTTOM PLATE FASTENED SPACING, MAX. 7/16"OSBSHEATHING. 7/16"OSB WALL SHEATHING TO EACH JOIST WITH SIMPSON SEE PLAN SDWC15600. 2x RAFTER. 2x4 SPF STUDS AT 16"O.C. SEE CONVENTIONAL Z .F FRAMING 'LAN FOR SIZE AND SPACING. 2x4 NO.2 SYP PT BOTTOM 3/4"PLYWOOD DECKING PLATE. W 2X12 BLOCKING BETWEEN JOISTS. 3/4"PLYWOOD DECKING FASTEN EACH END WITH(2)10d ( 1'� TOE-NAILS. 2X OUTLO JKERS AT 24"O.C.FASTEN TO I V 2X12 JOISTS, SPACED AS NOTED ON RAFTER A14D WALL WITH (3)10d EDGE OF ALL THREAD WASHER z 2X12 FLOOR JOISTS AT 16" PLAN. FASTEN TO TOP PLATE WITH H3. TOE-NAIL O.C.WITH 2X12 BAND BOARD. MUST BE WITHIN 3"OF THE (2)2X6 NO,2 PLATE. _ _ HEADER KING STUD,TYP BOTH 2X8 PT NO.2 SYP TOP PLATE. FASTEN TO 2X6 SPF K VEE WALL STUDS AT 16"O.C. SIDES OF OPENING. BOND BEAM WITH 1/2"ANCHOR BOLTS AT FASTEN EACH END WITH (3)10d = _ 48"O.C.AND ON EACH SIDE OF TOP TOE-NAILS. PLATE SPLICES. - 8"BOND BEAM WITH(1)#5 6X6 N0.2 SYP BEAM _ BAR CONTINUOUS. N0.2 SYP HEADER,TYP. SEE '". 8"CMU WALL. SEE FOUNDATION PLAN _ = FOR SPECIFICATIONS.. 7/16"OSB SHEATHING. = 8"CMU WALL.SEE PLANS FOR SIZE, PLIES,AND _ - —- FOUNDATION PLAN FOR NUMBER OF KINGS AND CRIPPLES. _ 2X12 BAND BOARD FASTENED TO JOISTS WITH (3) 10d END NAILS. f="z%OUTLOOKER DETAIL SPECIFICATIONS. CANTILEVER SECTION 8 &-3/ CO N 0�"= 1'-0" KING STUDS&CRIPPLES:(6)16d 6 j BETWEEN ADJACENT KING STUDS a AND CRIPPLES. u 1 p .o.o U ti u. N V Ccr N N L M N J i j I 1/2"THREADED RODS THROUGH U_ FLOOR SYSTEM AND EMBEDDED x 6 m INTO CMU FILLED CELL. Q 13 to o o a c 5/4"DECKING. LAOYOUT FOR DE�TAIOR SEE STRUSS N Y N 2X8 JOISTS AT 24"O.Cca 0. 7/16"OSB ROOF DECK. FASTEN TO LEDGERS 7/16"OSB ROOF DECK. I� Oco -11 CD WITH (4) 10d TOE-NAIL . - 2X6 RAFTERS AT 24"O.C. IF - SEE CONVENTIONAL FRAMING NOTES �I WqY� 1 FOR RAFTER TO TOP PLATE FASTENING. ��® ° SIMPSON H2.5A (2)2x4 NO.2 SYP TOP PLATE FASTENED •°�'E�iS' •.°�' ,� — WITH (2)ROWS10dAT16"O.C. TYPICAL HEADER FRAMING DETAIL 6X6 PT N0.2 SYP BEAM STAGGERED. MINIMUM 24"LAP WITH (12) 13 6X6 PT NO.2 SYP BEAM 10d IN LAP. /2" 2X8 LEDGER. FASTEN ro d 6X6 PT NO.2 SYP POST CMU PER NOTE"C". 2X4 STUDS AT 16"O.C..FASTEN TO TOP PLATE WITH SPH4 OR SDWC15450. � 04 8"X$"X16"CMU WALL. 7/16"OSB WALL SHEATHING. F�a N. �q®®�O TYPICAL WALL SECTION ®�®® 10 � �, TYPICAL WALL SECTION Sheet No. 3/4"- 1-0 11 DECK SECTION3/4"= 1'4" S2 , 01 3 of 3 This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without writtauthorization by Alexander Grace Cu suldng,Inc.,shall be without liability to Alexander Grace Consulting,Inc. COP, �V, U3 r� FOOTING AND SLAB POURED WITH 3000psi CONCRETE WITH FIBERMESH. Z p FINISHED z ® � •• GRADE 4 a 4 0 ® m ® z no 4 LU 4 Cl z _i — a I I- I 0 04 6 MIL VAPOR BARRIER OR EQUIVALENT U. ( I Icv-I =I I_ WATERPROOFING BETWEEN COMPACTED tem- SUBBASE AND FOOTING/SLAB 0 2 � 0O ONE STORY: X= 12"WITH(2)#4 Uj y®. a TWO-STORY: X= 16"WITH(3)#4 UJ (3UJ UJ THREE-STORY:X=20"WITH(3)#5 �,! � '� W� W fi 'WONOLITHIC FOOTING SECTION Geoff Digitally signed Geoff Gartner DN:cn=Geoff Gartner, 1 o=Alexander Grace Consulting, ' "Inc.,ou, Gartn email=gepff@alexandergraceinc .corn,c--Us Date:2015.03.11 09:46:03-04'00' \NAYNF 1 ¢.k� d"kne wAW haran k ntwdW mb nr u".veaac wmoaa aN am ror warn It was Prepared.Rewe or wed topmW reAw—m ah do—A wunom,:,aNa autraatndm by�w,cdx craw \ Caneu4lnu.inc.stW be wtdnutrbry n Alexnar Inca cawwup.kc Street W. Dram by; ISbNB Nu Job mber. 1410-0213 .5 2 NOLITHIC FOOTING BOSCO CONSTRUCTION CO. R� GWG * OPTION AD-1 Che GW No. DATE DESCRIPTION BY APPD BENZ RESIDENCE 1 03.11-15 MONDLRNIC FOOTING OPTION GWG GWG ' Approved by: GWG 675 BEACH AVENUE 15 Alexander Grace Consukhg,Inc. bjL j 9D16 Q Std Street,Suke 201 117 'Jocku rivile Beach,FL 32250 FL PE 59328 1 OF 1 Deo112015 ATLANTIC BEACH, FL 32233 \K 904.80 3.0364 FL CA 27652 11111111\ 3 a m FLANGE TO HANDRAIL " COLD.GALV. SPRAY AFTER = = 2X2 PT NO.2 SYP HAND WELD&GRIND SMOOTH11ga STAMPED STEEL PIPE _3' RAIL. FASTEN WITH BRACKET WITH 3"C OFFSET. - - 3/16"x3"THROUGH BOLT. ; USE(1)3/8"X3"EXPANSION - -"j ANCHOR INTO CMU WALL. - � � s 4 0 W o @Z0 A V z o f m S3.01 --------------------------------------- z < � - — — O > CL p0O O c� i-- Q U N WC*4 ------- - z : • o ZVZW u H8"BEAM IN WALL Op Qz' ------__ WE E STAIRS ARE o C7 m = Q oe --------------' Z QUQ OWO Z m U 11ga STAMPED STEEL-PIPE-' W to Z BRACKET WITH 3'C:OFFSET.USE m m c(o (1)3/8"X3"EXPANSION ANCHOR INTO�ONCR:ETE WALL. TAI R SECTION o Q r: a : im _. -------------- FILL CAPY , A NOSING PAVER&SQUARE PAVER AS 2x2 PT NO.2 SYR RAIL. FSTEN TO .. SHOWN FOR FINISH TREAD, ROWLOCK WALL MQUNTEE3 BRACKET WITH FOR FINISH RISER OVER 3/4"MORTAR BED t J 3/16"X3"THROUGH BOLT. 3 t — A d ______ Q 3000 PSI AIR-ENTRAINED CONCRETE ___ ;,sjM,. ,., ,_ W . a � oo STEPS W/6X6 6/6 WWM OVER GRAVEL DRAINAGE FILL WITH#3 BAR AT NOSE. a •------------ 112Digitally signed by Geoff Gartner F- r Geoff DN:lexGeoffGartner, 'Inc.,Alexander Grace Consulting, 1=geoff@alexandergrace nc. TA I R ELEVATION ��-��=�� ° °� J SIN � . l emai 1/2"= V-0" �- _ Gartner M1 com,C=us #5 AT 12"O.C. l� �— — d Date:2015.02.2316:49:33 05'00' -" BRICK LANDING PAVERS OVER 3/4" ; ��1 WAYNF �1� �� `✓! �:� � � MORTAR BED OVER 4"CONCRETE fie' I FIS A� J., R LANDING SLAB W/6X6 6/6 WWMsm o``;� •:Zm; LL OVER GRAVEL DRAINAGE FILL .;�Cr < @e $ B '3/_TAT R DETAILS Sheet N0. • !� \ S3.01 GEOFFREY W.GARTNER P.E.59328 02-23.15 1 OF 1 ..�..� .��..,<.,a..a.W,�-,.h.M.��,,..,,�a�...a m.m��..,,>.�«.A.-....b im��.,w.a«,.�.� .�,w,.,e.�,e,N...��,u�.wro m.,w a.w,�•,.,.b., .o.<«uw.k pU FLANGE TO HANDRAIL 16" COLD. GALV.SPRAY AFTER 2X2 PT NO.2 SYP HAND WELD&GRIND SMOOTH 3° RAIL. FASTEN WITH = 11ga STAMPED STEEL PIPE 8 v BRACKET WITH 3"C OFFSET. 3/16"x3"THROUGH BOLT. a USE(1)3/8"X3"EXPANSION w ANCHOR INTO CMU WALL. 8 2 OV (a)Z Q J ILL 000) -------------------------------------------------- 6 0 C S3.01 ¢ ¢ — — O > — — O CID Q O Cl) ---- N w LL Cl) ------------ WH 8"BE o Z Z U. - AM W WALL p a >> 3 ---- WHERE STAIRS ARE • n - U ¢ c Z L U m 0 N m 11 g STAMPED STEEL PIPE-' D w to z H 3"C'O m0 m co g BRACKET WITH FFSET USE 3/8"X3" ,:- •: (1) EXPANSION ANCHOR TAI SECTION � ¢ INTO C.9NG.RETE WALL. R S E CT I p w ca ---------------- S a H , 'C'0 p y ------ NOSING PAVER&SQUARE PAVER AS 2x2 PT N0.2 SYP;RAIL. FASTEN TO SHOWN FOR FINISH TREAD, ROWLOCK U) WALL MOUNTED'BRACKET WITH 3/16"X3"THROUGH BOLT. FOR FINISH RISER OVER 3/4"MORTAR BED Ad 3 3' 1 YC c Q .. ......... 3000 PSI AIR-ENTRAINED CONCRETE 00 STEPS W/6X6 6/6 WWM OVER GRAVEL 00 DRAINAGE FILL WITH#3 BAR AT NOSE. a -- Q ' ` a q O p 112" Digitally signed by Geoff Gartner C _ DN: x Ge offGartner,Geof o=Aleander Grace Co nsulting,------------ o Inc.,°U,S AIR ELEVATIONICV emai=geoff@alexandergracein rl c.Gartner com,lc=US Date:2015.02.2316:49:33-05'00' #5 AT 12"O.C. U BRICK LANDING PAVERS OVER 3/4" WAYNF -P MORTAR BED OVER 4"CONCRETE �� -� �� I FIC•• LANDING SLAB W/6X6 6/6 WWM O� OVER GRAVEL DRAINAGE FILL _ l' .5 2 •' m ;•�441 ; O m j P-3/ TAIR DETAILS ' ; .P• Sh"N.. S3.01 GEOFFREY W.GARTNER P.E.59328 02.23.15 1 OF 1 TnY C�„ea4 m9wnw wLn uw m.wpm.m mab.v wvv.,iVC iwr•NYImeNadwiL brow vc+W.wrv-vWtlbmMwWrLxu Ywma4 wwedere lmpuM wlenmwiMv eewnam vlYwh.Mm cwvuM}4c+nY es.uv,Yel19'mNeuieerciaacuaW'q.4c COP, �vl U1 r FOOTING AND SLAB POURED WITH 3000psi a CONCRETE WITH FIBERMESH. 0. FINISHED z a O w GRADE 2 4 C5— _ _ 13 Z 4 04 61AIL VAPOR BARRIER OR EQUIVALENT U =I I= WATERPROOFING BETWEEN COMPACTED im 1.- H W SUBBASE AND FOOTING/SLAB U. W W �. III I _X CL w - a! I ONE STORY: X= 12" (2 )#4 LU �. w —"`III iii I TWO-STORY: X- 16 WITH(3)#4 THREE-STORY:X=20"WITH(3)#5 In w ccW ONOLITHIC FOOTING SECTION Geo ff Digitally signed Geoff Gartner "u DN:cn=Geoff Gartrt ner, %,o=Alexander Grace Consulting, Inc.,ou, e ma i l=geoff@a lexa nde rg racei nc Gartner corn,c-US Date:2015.03.1109:46:03-04'00' \\ `NAYNF \ <. 0. T aoWC ..........• JMipN hroln Y Ntended mN(or iha spadflc WiVaaa aM dlxN 1a xTildi h Mas xed.Reuse a1 aM Yn Y Cww*V.Inc."be xWiaA n � PaP puGer ndlence m dde doamart Mllhotx wilUen audxxtraeon 0 Akwnder Gnca Yb�ly Alexxgar Gram CmrJiiY,kq. Sheet No. D by: GWG REVISIONS Job Number: 1410-0213 .5 2 NOLITHIC FOOTING BOSCO CONSTRUCTION CO. OPTION AD-1 Check G:No. DATE DESCRIPTION BY APP'D BENZ RESIDENCE 1 03-11-15 MONOLITHIC FOOTING OPTION GWG GWG ` �G r�r Q 015 Alexander Grace ConsuAkig,Inc. GWG 675 BEACH AVENUE • JO18 vileBevachSFL3201 FL PE 59328 1 OF 1 De „_�15 ATLANTIC BEACH, FL 32233 FL CA 27852 ��111111�