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1719 BEACH AVE 1 - GARAGE DRAWINGSPorches & Balconies COLUMNS 1. Wood posts shall be 4x4, 6x6, or 8x8 (see Drawings) and shall be #1 Common grade pressure -treated pine or better. All post trim shall be equal to or better 1• than post material. 2. Post corners shall be chamfered unless noted otherwise. Begin chamfer 1 post width above porch floor if there is no rail or 1/4 post width above rail unless 2. noted otherwise. End chamfer 1/2 post width below beam if there is no capital or 1/2 post width below capital unless noted otherwise. Chamfers shall be 3/4" for 4x4 posts, 1" for 6x6 posts, and 1-1/4" for 8x8 posts. Begin and end chamfers with a flat taper equal to the depth of the chamfer unless noted 3• otherwise. 3. Turned posts may be #1 Common grade pressure -treated pine or better, or 4• may be Perma-Cast. 4. Classical columns (round or square) may be smooth cedar, redwood, Perma-Cast, or limestone. 5. BEAMS 1. Wood beams shall be #1 Common grade pressure -treated pine or better. 6 2. Beams supporting masonry shall be limestone or reinforced concrete. 3. Metal beams shall be hot -dipped galvanized steel. 7 Attachments & Sitework FIREPLACES & CHIMNEYS 1. Fireplaces shall be constructed with Isokern system or equal. Drawings. Use only dimensions shown on drawings. If dimensions 1. 2. Flues shall be clay tile or Isokern DM flue system except that triple -wall metal 2. flues may be used only with European Copper chimney pots (see below.) 7' 3. Chimneys shall be brick or stucco on 4" ininimum masonry. lines shown are approximate. Verify that finished grade slopes 4. Chimney pots for clay tile or Isokern DM flues shall be traditional clay chimney 8. equal to pots equal to Superior Clay. Chimney pots for metal flues shall be e q a floor elevation in consultation with homeowner. Builder shall European Copper metal chimney pots by Jack Arnold. 9. cores, cavities & other spaces. 10. SEALANT NOTES 4. has been disturbed before mortar has set shall be completely removed & re-laid. 11. I. Use materials appropriate to the application for maximum life and optimum may not be shown for clarity. Homeowner may elect to appear,mce. All joints should be sound, clean, dry & free of contaminants. 10 Caulkiag or sealant should be applied in accordance with spec data sheets and 12. nanuf:icturer's specific recommendations. Colors shall be selected by 12 homeowner from manufacturer's standard colors. Caulking or sealant shall be adjacent structures & property line. Locate downspouts in 6. installed so that finish surface is smooth, even & regular. 13 2.. Caulkirng shall be installed at interior dry joints between dissimilar materials as 5 required. downspouts should the homeowner elect to install gutters & 3. Sealant shall be installed at exterior or damp interior joints between dissimilar 6. materials as required. Prime all substrates w/primer as recommended by shown shall be Architectural Grade. This grade includes manufacturer of sealant. Apply sealant from the bottom up. Apply sealant when 1. joint is approximately half -way between design extremes. Use flexible open -cell be sized to match actual window openings. Mount with hinges & polyurethane foam backer rods at all butt joints to create a sealant joint no 2 thicker than 1/2 the width of the joint, but in no cases thinner than 1/8" or 3 thicker than 3/8". Lap joint depth shall be no greater than 1/2 the width of the 1• joint. 4 Cabinets & Furniture 5 MILLWORK 6. 1. Do not scale drawings. Use only dimensions shown on drawings. If dimensions are in question, the builder shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at 7 jobsite. 2. Field -verify all dimensions before beginning millwork fabrication. Verify all kitchen equipment sizes w/homeowner before ordering cabinets. 3. All cabinet dimensions shown on floor plans or elevations are to primary surface of cabinet. Countertops typically overhang these dimensions & kickspaces 8 underhang them. 9 4. Provide pre -finished closures, trim or moldings as required to fit walls or furrings. 5. Builder shall provide adequate wood blocking in walls to secure millwork, shelves, fixtures, mirrors, grab bars & toilet accessories as required to walls. 6. See Finish Schedule for wall, base, floor & other finishes. 7. All materials shall be moisture -resistant in countertops w/sinks, lavatories or other plumbing. Plywood to be covered w/plastic laminate shall_ be cabinet -grade AA fir plywood. All totally concealed wood framing shall be #2 1. southern yellow pine. 8. Sections and details shown may not cover all cabinet conditions, but are intended instead to indicate the general design and character of the cabinets. In cases where no detail is shown, use most similar condition detailed and modify 2. for cabinet elevation shown. 3. 4. 5 6 Massing & Walls CONCRETE MASONRY UNITS All structural information shown is for reference purposes only. A local licensed 1 structural engineer shall design to actual site conditions & design all structural Drawings. Use only dimensions shown on drawings. If dimensions 1. elements such as footings, foundation walls & slabs. 2. All masonry shall be laid plumb, true and square w/filled joints. All walls shall be 7' adequately braced until securely tied to the structure. No work shall be done lines shown are approximate. Verify that finished grade slopes subject to freezing conditions. All exposed work shall be brush -cleaned to be 8. free of surface mortar. a floor elevation in consultation with homeowner. Builder shall All masonry work below finish grade shall be filled with grout. This includes all design intent, including number of steps, water table masonry, 3. cores, cavities & other spaces. 3. Newly laid masonry shall not be disturbed in any manner. Any section which 4. has been disturbed before mortar has set shall be completely removed & re-laid. exterior materials not shown here. 4• Protect masonry work from moisture and temperature changes at the end of may not be shown for clarity. Homeowner may elect to each day's work. 10 Concrete masonry units shall be sound, dry, clean & free from cracks. CMUs 11 shall be Grade A units conforming to ASTM C-90. CMUs shall be laid running 12 bond using full & half -blocks unless noted otherwise. Saw -cut blocks if adjacent structures & property line. Locate downspouts in 6. non -modular dimensions are required. 13 CMU bearing walls shall be minimum 8" thick, & shall be reinforced 5 w/truss-type reinforcing every other course. downspouts should the homeowner elect to install gutters & Reinforce CMUs vertically by filling cores from footing to top of wall w/grout 6. & rebar. Reinforce CMUs @ corners by filling all such cores from footing to shown shall be Architectural Grade. This grade includes top of wall w/grout & rebar. Reinforce CMUs within 16" of beam or girder ,ortioned base & capital details & proper entasis (taper). 8. bearing or other concentrated loads by filling all such cores from footing to top be sized to match actual window openings. Mount with hinges & of wall w/grout & rebar at each core. Reinforce 1 CMU core under each end of with shutter dogs located at bottom rail as shown. 9. bond beams by filling all such cores from footing to top of wall w/grout & rebar 1. at each core. Reinforce all openings in CMU walls larger than 12" in any 1• direction w/rebar at all sides of the opening. Extend bars 24" past corners of 2. opening. Reinforcing bars shall be ASTM A -E15 Grade 60 or better, refer to 3. 4. Engineering. Extend hook bars of same size as vertical reinforcing into footing & 5. lap vertical reinforcing 24" minimum. Install bond beam course w/1 #5 conditions atobsite. continuous @ top of all CMU retaining walls & above all door & window 4. openings. diagrammatic only. Furr_:�h all conduit, wiring, panels, breakers, Consult with the structural engineer if CMU walls will be required to act as disconnects, accessories, retaining walls. Backfill after first floor is set. 1. Mortar shall be freshly prepared and uniformly mixed. All mortar joints shall be It is the owner's and/or contractor's responsibility to obtain a soils exploration report. The completely filled as the masonry units are laid. These drawings Grout shall be freshly mixed of fluid consistency and uniformly mixed. Fill cells 13. of masonry in vertical reinforcing in lifts not to exceed 48". 2• Verify masonry wall reinforcement & turn un equal quantity & sizes of rebar out arrangement, of footing at locations for wall reinforcement so that reinforcement is continuous 3. from wall into footing. shall be designed in accordance with all applicable codes, Provide anchor bolts at all reinforced CMU cores as noted above, or if 4. foundation is concrete, provide anchor bolts 48" OC maximum & at all corners & edges of openings for connection of framing to concrete or masonry work. 5 WALL FRAMING All structural members shall be sized to carry all imposed loads by structural 1• engineer. Wall framing & blocking shall be white pine; spruce, or fir, stud grade or better. All framing & blocking lumber shall be kiln --dried to a moisture content of 19% 2. or better. All wood in contact w/concrete, earth, masonry, or in a moist location shall be pressure -preservative -treated with a water -borne preservative applied by vacuum 3 process in closed cylinder & shall be kiln -dried after treating. Wood blocking shall be solid & shall match the depth of the primary framing members. Provide blocking in wall to secure mounted millwork shelves, fixtures, mirrors, toilet accessories & other items requiring a permanent attachment to the wall. Interior walls shall be 2x4 studs (3 1/2 thick) &exterior walls shall be 2x6 studs (5 1/2" thick) unless noted otherwise. Iixterior walls of garages & other unheated areas shall be 2x4 studs unless noted otherwise. 4. Headers shall be sized by structural engineer to meet all local live & dead load requirements. Install minimum 2x4 liner under each end of all headers. Install 5 2x6 over top plate of wall in walls parallel to framing above for sheetrock blocking. Install minimum 3 studs @ beam bearing points unless noted otherwise. Exterior Wall sheathing shall be 1/2" CDX plywood sheathing. Exterior Wall sheathing shall be wrapped in 30 ib. felt or equal. Install as per 6. manufacturer's recommendations, making sure to achieve an airtight seal at the edges of the wrap & at all interior joints. FINISHES Drawings. Use only dimensions shown on drawings. If dimensions 1. Wallboard & ceiling board shall be screw -attached 5/8" fire -rated gypsum board a, the builder shall be obtain clarification before continuing with conforming to ASTM c36-64. Use of this material in lieu of standard 1/2" 7' gypsum board will result in a stiffer, straighter, smoother wall at slightly elevated lines shown are approximate. Verify that finished grade slopes cost. All details used in these drawings are based on 5/8" gypsum board. 8. Wallboard @ the shall be equal to Georgia-Pacific Dens -Shield tile backer board. a floor elevation in consultation with homeowner. Builder shall Wallboard @ damp areas shall be equal to screw -attached 5/8" moisture resistant design intent, including number of steps, water table masonry, 3. gypsum board @ all areas exposed to high humidity levels such as bathrooms. g Sheetrock accessories shall be equal to USG. All exposed corners and gypsum A1.3 board edges shall have appropriate metal accessories. Sheetrock joint treatment exterior materials not shown here. 4• materials shall conform to ASTM c476-64. Tape all joints & apply 3 coats of may not be shown for clarity. Homeowner may elect to joint compound. Sand between coats and after the final finish coat. 10 Tile showers shall be constructed to at least the following minimum standard: 11 Wall tile shall be installed over Georgia-Pacific Dens -Shield tile backer board or 12 equal and shall be installed to an elevation of 72" or higher as required to adjacent structures & property line. Locate downspouts in 6. produce frill (uncut) tile throughout the height of the wall. The floor shall be 13 prepared by grouting to slope to drain over a waterproof membrane. Floor tile 14 shall be laid according to Owner or Architect. Small bullnose trim shall be used downspouts should the homeowner elect to install gutters & at all edges. Cove trim shall be used at all interior corners, unless otherwise 7. noted. shown shall be Architectural Grade. This grade includes Remove all rust, grease & erection marks from surfaces to be painted. Fill and ,ortioned base & capital details & proper entasis (taper). 8. sand all woodwork with an appropriate filler before beginning work. Filler coats be sized to match actual window openings. Mount with hinges & shall be applied after the priming coats are dry on surfaces scheduled for painting with shutter dogs located at bottom rail as shown. 9. or enameling. Filler shall be tinted to match woodwork on all stained or 1. natural -finish surfaces. All knots, pitch pockets & sap streaks shall be shellacked Drawings. Use only dimensions shown on drawings. If dimensions before paint is applied. All finished surfaces shall be left smooth, even & free 2. from defects. Brushwork shall show even coatings free from brushmarks. Do not 11 roll -apply any paint on trimwork or other wood. Trim shall be brush -applied 3. only. No paint shall be applied to wet or damp surfaces or until undercoat is dry. conditions atobsite. Coverage shall be complete so that no primer or substrate may be seen through 4. the finish coat(s). diagrammatic only. Furr_:�h all conduit, wiring, panels, breakers, 1Vlularkey Residence Phase 2 1719 Beach Avenue. Atlantic Beach, Fl Plan Notes ELEVATION NOTES Do not scale Drawings. Use only dimensions shown on drawings. If dimensions 1. are in questio a, the builder shall be obtain clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. Finished grade lines shown are approximate. Verify that finished grade slopes away from building for at least 48" outside building perimeter. Builder shall 2. establish finis a floor elevation in consultation with homeowner. Builder shall take into account design intent, including number of steps, water table masonry, 3. etc. Builders all also assure that there is adequate clearance between finish grade & any wood construction. A1.3 See details for exterior materials not shown here. 4• Gutters & downspouts may not be shown for clarity. Homeowner may elect to use rain diverters over doors & walkways in lieu of gutters. Properly -planned 5. French drains in the ground below eaves can carry water successfully away from the house. If gutters & downspouts are used, locate to allow drainage to flow away from house, adjacent structures & property line. Locate downspouts in 6. non -visually offensive locations Do not locate downspouts on front face of house unless shown. The Architect suggests the use of traditional half -round gutters & round downspouts should the homeowner elect to install gutters & downspouts. 7. All columns shown shall be Architectural Grade. This grade includes correctly -pro ,ortioned base & capital details & proper entasis (taper). 8. Shutters shall be sized to match actual window openings. Mount with hinges & hold in place with shutter dogs located at bottom rail as shown. 9. SIDING NOTES Exterior shingle siding shall be Cedar shake installed on breather fabric or similar Lap siding shall be cedar. Brick shall be Artisan. All exposed CMU shall be Stucco finished. Stucco finish shall be smooth sand. All siding sha l be installed as per Manufacturer's instructions. 10 1 Mech. Elec. & Plumbing Systems 3 AUXILIARY SYSTEMS 4 No alarm systems are shown. Verify alarm requirements with homeowner & install as required. 5 Telephone outlets may not be shown. Verify telephone requirements with 6 homeownerc. install as required. 7 Computer o tlets may not be shown. Verify computer network requirements with homeo ner & install as required. 8 Cable TV o tlets may not be shown. Verify cable TV requirements with homeowner install as required. 9. 10 Proj ect Information MECHANICAL NOTES TRIMWORK NOTES Furnish all piping, fittings, accessories, etc. for complete installation. All finish wok shall be executed by qualified subcontractors, and shall be filled, 2 sanded smoo.h and ready for finishes. Trim materials should be tempered to 3 ambient project conditions. All finish lumber, trim, moldings & millwork shall ALL have a moisture a content of 12/0 or better. A1.2 Exterior fascia shall be backprimed solid wood, & screwed @ corners (see A1.3 Drawings for widths). Finger joint material is NOT allowed. 4. Exterior soffits shall be backprimed solid wood up to 11" in width or shall be A1.5 1/2" smooth factory -primed exterior hardboard if greater than 11" wide (see maintenance through access doors or panels manufactured for such purposes. Drawings for widths). Finger joint material is NOT allowed. 5• Exterior co nerboards & casing shall be backprimed 2x solid wood (see 6• Drawings for widths). Finger joint material is NOT allowed 7. Interior trim work shall be shapes as shown on drawings. A2.4 All valves, dampers & other control devices shall be accessible for operation & contractor's sole responsibility to determine the procedure, sequence, and temporary 8. maintenance through accessible ceilings or through access doors or panels ELECTRICAL PLAN NOTES A3.1 manufactured for such purposes. All units above ceiling shall have auxiliary drain pans installed below entire unit. The contractor shall verify all conditions and dimensions at the job site prior to 9 Do not scale Drawings. Use only dimensions shown on drawings. If dimensions 10. are in question, the electrician shall be responsible for obtaining clarification 11 before continuing with construction. Builder shall verify all dimensions & E2.1 conditions atobsite. plates, openings, sleeves, hangers, slab depressions, or other components as may be E2.2 Drawings are diagrammatic only. Furr_:�h all conduit, wiring, panels, breakers, 12. disconnects, accessories, etc. for complete installation whether or not every item U is shown or specified. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. The . These drawings are intended as general guidelines for purposes of establishing 13. certain mini num criteria, & do not necessarily represent the final layout, L arrangement, size, brand name, capacity or other characteristic of the engineered O system. System shall be designed in accordance with all applicable codes, 4- standards & requirements of local utility officials. Deviations from the concepts shown on these Drawings should be supported by design calculations. Design 14 engineer shall prepare calculations for loading & equipment sizing, accessory to arrangement, etc., and shall prepare final drawings accordingly. 15. Install GFCI outlets as required by applicable codes. These areas include L receptacles in a bathroom, kitchenette, or other area where running water is ro present or ares exposed to the weather. 16. Install hardwired smoke detectors with battery backup on all floors. Interconnect detectors so that all will sound should one detector activate. Verify number of 17. smoke detec ors required & locations w/homeowner & code requirements. 18. Detectors shall be installed in all sleeping areas just outside bedrooms as a 3 rrninimum. � Some equipment shown on other plans may require electrical service, such as ': water heaters, condensing units, air -handling units, condensate pumps, etc. Electrician shall include electrical service to all such equipment. Coordinate with 1. other trades concerning items requiring electrical service. Coordinate service & ampacity required. Provide one duplex outlet & one light if unit is in non -lit 2 area for eve y condensing unit & every air -handling unit as required by applicable codes. Outlet shall be weatherproof GFCI if unit is exposed to 3 weather. Obtain name plate rating of all equipment before roughing in & provide wiring 4' of proper size, voltage & ampacity. Provide fused or non-fused disconnect switch as required. Provide pane.boards of proper voltage & ampacity for all e:ectrical circuits. More 5 than one panel may be required due to number of circuits required. Provide a 6• minimum of 3 spare circuits. Verify servic requirements with local power company including transformer locations & types, disconnects at exterior of building, voltages, ampacities & other details of electrical construction. Size all feeders according to NEC requirements 1. Run all cable concealed in walls, ceilings or floors unless noted otherwise. Support all fixtures & other items rigidly from structure of building. GFCI receptacles may be laid out so that one GFCI receptacle protects other standard receptacles beyond it if there is at least one GFCI receptacle in a room and if they can all be on the same circuit. Insulate & seal solidly behind receptacles in exterior walls. Kitchen equipment service may not be shown on plan. Verify whether equipment should be hardwired or requires an outlet & connect as required. Provide circuits sized as required for load. 2. 3 AUXILIARY SYSTEMS 4 No alarm systems are shown. Verify alarm requirements with homeowner & install as required. 5 Telephone outlets may not be shown. Verify telephone requirements with 6 homeownerc. install as required. 7 Computer o tlets may not be shown. Verify computer network requirements with homeo ner & install as required. 8 Cable TV o tlets may not be shown. Verify cable TV requirements with homeowner install as required. 9. 10 Proj ect Information MECHANICAL NOTES 1. Furnish all piping, fittings, accessories, etc. for complete installation. 4) DESIGN CRITERIA: 1.0 System shall be designed in accordance with all applicable codes, standards & Building Classification: Residential A0.1 requirements of local utility officials. Design engineer shall prepare calculations Building Type: Type V Construction ALL for equipment sizing, duct sizing, accessory arrangement, etc., and shall prepare 3. A1.2 final drawings accordingly. Center all fixtures in space allocated unless noted otherwise. A1.3 Furnish all ductwork, control wiring, piping, fittings, accessories, etc. for U A1.4 complete installation. Unless otherwise noted, project site considerations shall be the responsibility of the owner A1.5 Insulate al heating or condenser water lines in uninsulated spaces w/tubular and/or contractor. Examples of such items include, but shall not be limited to, maintenance through access doors or panels manufactured for such purposes. foam insulation. Insulation shall be of self-sealing type or shall be taped closed determination of grade elevations, drainage features, and special requirements associated A2.1 w/foil-faced tape. with FEMA flood hazard and/or DEP zones. A2.2 Closely coordinate work with all other trades. Maintain ceiling heights & duct All pressure piping located in inaccessible areas such as under slabs shall be A2.3 spaces provided. The contractor is responsible for the means and methods of construction. It is the A2.4 All valves, dampers & other control devices shall be accessible for operation & contractor's sole responsibility to determine the procedure, sequence, and temporary 7. maintenance through accessible ceilings or through access doors or panels bracing as to insure the safety of the building and its component parts during construction. A3.1 manufactured for such purposes. All units above ceiling shall have auxiliary drain pans installed below entire unit. The contractor shall verify all conditions and dimensions at the job site prior to A3.2 Route internal & auxiliary drain lines down to floor drain or utility sink in commencing work. A9.1 utility room or other non-public areas where overflow would be noticed by terminate with 90' elbow pointed down. homeowner. The contractor shall supply, locate, and build into the work all inserts, anchors, angles, E2.1 Provide fresh air duct to each air -handling unit as per applicable codes. Fresh air plates, openings, sleeves, hangers, slab depressions, or other components as may be E2.2 duct shall extend from intake blower at exterior to return air side of ductwork_ required to attach and accommodate other work. O Provide pressure regulators for all gas equipment as required for proper U operation. Verify gas pressure at meter to determine necessity of regulators. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. The . Engineer shall be notified if soil conditions encountered differ from the noted Index Title Sheet & Specifications Existing / Demo Site Plan Site Plan Landscape Plan Site Plan Area Calculations Site Grading / Drainage Plan Garage Level Floor Plan & Building Sections Existing & Demo First Level Floor Plan First Level Floor Plan Roof Plan, Door & Window Details Garage Exterior .Elevations House Ocean Front Pergola Renovation Wall Sections First Level Electrical Plan Lighting Cut Sheet Coordinate with electrician concerning items requiring electrical service such as assumptions. All requirements for site preparation and soil compaction specified in the These drawings may not correlate to any in -field modifications, any discrepancies or condensing units, air -handling units, condensate pumps, motorized dampers, etc. p q p p p p soils report shall be followed unless more stringent requirements are specified in these questions should be reported to the Architect as soon as possible for resolution. Coordinate service & ampacity required. The Builder shall test pressure -reducing valves, T&P relief valves & other safety plans. devices prior to the operation of system. The Builder shall test and balance all systems prior to completion of the work. .;._. `> PLUMBING System shall be designed in accordance with all applicable codes, standards & requirements of local utility officials. Design engineer shall prepare calculations for pipe & equipment sizing, accessory arrangement, etc., and shall prepare final drawings accordingly. 1. Furnish all piping, fittings, accessories, etc. for complete installation. 4) Insulate all domestic water supply lines in uninsulated spaces w/tubular foam 1.0 insulation. Insulation shall be of self-sealing type or shall be taped closed 2. w/foil-faced tape. t Cleanouts shall extend to surfaces or shall be provided w/access doors or similar N devices. Cap all pipe to be left open overnight & protect pipe during installation 3. from dirt, gravel & other debris which might cause blockages or flow restrictions. Center all fixtures in space allocated unless noted otherwise. 4. Lead solder is not allowed. U Closely coordinate work with all other trades. Maintain ceiling heights & pipe 5 spaces provided. All valves, cleanouts & control devices shall be accessible for operation & 6. maintenance through access doors or panels manufactured for such purposes. Soil & vent stacks shall have cleanouts as indicated on Drawings and/or as required by applicable codes for proper maintenance. = Coordinate placement of all drains with flooring subcontractor. All pressure piping located in inaccessible areas such as under slabs shall be continuous copper tubing without joints. Coordinate with electrician concerning items requiring electrical service such as v water coolers, sensor flush valves & water heaters. Coordinate service & 7. ampacity required. 8. Provide expansion valves & pressure relief valves & drain lines from water heaters. Route drain lines down to floor drain or utility sink in utility room or 07 other non-public areas where overflow would be noticed by homeowner. If line 9. is run to exterior, extend line concealed in walls to within 18" of finish grade & 10 terminate with 90' elbow pointed down. Provide pressure reducing valve as required for proper operation of the system. 11 Verify water pressure at it f diy oreducing valve. t e meter to determine necessity 12 Seal to wall, floor or countertop around all fixtures with tub & the sealant to match color of fixture unless noted otherwise. Install shower heads 80" OC AFF @ wall penetration unless directed otherwise by homeowner. Drains in walls or ceilings shall be cast iron. Plumbing shall be PEX or similar, with recirculating hot water. BATH ACCESSORIES Bath accessories are generally not shown anywhere on plans, but should be installed as noted below. Homeowner shall select accessories. Install toilet paper holder 24" OC AFF & minimum 36" OC from wall behind toilet (1 per toilet). Install 18" towel bar in tub on wall opposite shower @ 60" OC AFF (1 per bathtub). Install 24" towel bar outside tub or shower @ 48" OC AFF (1 per tub or shower). Install recessed shower niche as per interior designer specifications. Provide blocking in walls for all bath accessories. LIGHTING Light fixtures shall be located as close as possible to locations shown on plan. Fixtures shall align with or center on each other or with adjacent architectural elements. Coordinate locations of light fixtures with HVAC grilles so that they align with or are at least symmetrical with each other where there may be conflicts. Grilles & registers shall be blocked as required so that they align with light fixtures. Light fixture & switch locations shall be reviewed & approved by Owner or Interior Designer before installation of sheetrock or other wall & ceiling finishes. Center items shown in ceiling areas unless noted otherwise. Coffer dimensions are shown to face of framing unless noted otherwise. Switches shall be located adjacent to but not intersecting door casing or trim. Verify trim size & selection for each room. Grouped switches shll be ganged tight together & shall be covered with a single plate designed for that purpose. Switches shall typically be mounted 48" AFF to center of switch. Support all fixtures rigidly from structure of building. Verify device & plate colors with Owner or Interior Designer. Consult Owner & add exterior security lighting if required. Verify lighting type & switching. Consult Owner & add landscaping lighting if required. Verify lighting type & switching. Connect all exterior lighting to photocell control relays with timeclock override for time -controllable illuunination during darkness. All fluorescent lawns shall be warm white deluxe. All light bulbs shall be compact fluorescent bulbs or LED, Owner to select. 1 Ceilings & Attics \\ ... \ s, r. s �I 1 �, � � _ > s, d \oMu : CEILING & ROOF FRAMING ` �� -" „_ ` " ""ns �.. AV `` "�'� " 8 All structural members shall be sized to carry all imposed loads by a structural \ � .,.,a`= ;,€ engineer or other individual acceptable to state & local authorities. �,,y\ , , S ,A Ceiling & roof framing & blocking shall be #2 KD southern yellow pine. v:... � , z . All framing & blocking lumber shall be kiln -dried to a moisture content of 19% t ^'` ," ?<<e or better. All wood in contact w/concrete, earth, masonry, or in a moist location shall be ,, , , _, �,_ � ... . pressure -preservative -treated with a water -borne preservative applied by vacuum process in closed cylinder & shall be kiln -dried after treating. Wood blocking shall be solid & shall match the depth of the primary framing members. Roof trusses shall be designed, fabricated & erected in accordance w/the "Design Specification for Light Metal Plate Connection Roof Trusses" of the Truss Plate Institute. Truss manufacturer shall provide engineering design & shop drawings which bear the seal of a registered engineer in the state in which work is to be performed. Shop drawings shall indicate the species, sizes & stress grades of lumber, metal connector plate sizes & types & bearing & anchorage details. Truss manufacturer shall submit supporting design documents which indicate loading, section modulus, assumed allowable stress, stress diagrams, GENERAL CONDITIONS calculations & any other required supporting information, which is for file purposes only as the Architect shall not be responsible for checking calculations. 1. These Plans are the property of STARR SANFORD DESIGN ASSOCIATES, Any hip or valley rafter over 28' long shall be Larninated Veneer Lumber. INC. These Plans are protected by Federal. Copyright Laws. .Any use of the Roof sheathing shall be 5/8" Exposure 1 tongue & groove plywood glued w/ information contained herein beyond the use authorized by STARR waterproof constriction adhesive & screwed or nailed 12" SDC to framing. OSB SANFORD DESIGN ASSOCIATES, INC., or any duplication, publication, is NOT allowed. sale or distribution of any part of these Plans without the prior written consent Hold roof deck panels apart as recommended by decking n a n ufactarer. of STARR SANFORD DESIGN ASSOCIATES, INC. Hold roof deck panels away from items penetrating roof deckas recommended represents a violation of Federal Laws subject to the prescribed penalties. by roof deck manufacturer to allow for expansion & contraction of roof deck. 2. , All work is to be in accordance with the latest codes: L\........,.._.......,...,..•,..,..,.."",,...,....,..........,,_,....,...r,.,.. ,",.,....,,..,......�...,.... Hip rafters, ridge boards, & valley rafters shall be one size larger than rafters. al Local Ordinances: Atlantic Beach, A .",..,.....<_.......,.,.,..,......,...,.,.,..,_..,..,.,..<..,......,...<..-,......._..,...<....,._,,.,.,,........F...� Purlins shall be 2x4s 16" OC. Provide 2x6 rafter ties at all locations where 'N ""\\\ Building Code: 2017 Florida Building Code Residential ceiling joists rum perpendicular to rafters. 2017 Florida Mechanical Code Residential 2017 Florida Plumbing Code Residential Electrical Code: 2017 National Electrical Code 3. It is the builder's responsibility to assure that all manufactured articles, nnaterial, and equipment are applied, installed, connected, erected, used, cleaned, adjusted, operated and conditioned as directed by the manufacturers, unless herein specified to the contrary. Builder shall follow all instructions to sustain and preserve all expressed or implied warranties and guarantees. 4. It is the builder's responsibility to check all plan dimensions & details for overall accuracy appropriate to the site & final selection of masonry, floor joists, lumber, structural members, veneer, roofing, etc. Names of materials & manufacturers shown on these Plans do not represent any endorsement or recommendation by SANFORD DESIGN ASSOCIATES, INC. 5. Final selections of materials to be used are the responsibility of the _homeo-wrier and/or builder, including, but not limited to proper installation of materials, nailing, gluing, caulking, insulating, flashing, roofing, weatherproofing & many other small items & details not necessarily indicated on the Plans over which SANFORD DESIGN ASSOCIATES, INC. has no control or responsibility. 6. These plans provide ideas & concepts & are not intended to be complete in all respects & details of weatherproofing. Use of a potential variety of window or door brands & types &use of different materials & thicknesses can change details. Additionally, varying codes &: regulations, foundation requirements & electrical & mechanical plans can also change details. 7. It is the builder's responsibility to assure that all work is in strict accordance with the latest edition of all applicable National, State, and Local Building Codes. It is the builder's responsibility to assure that all work is in strict accordance with the latest edition of A applicable Construction Standards. 8. Names of materials & manufacturers shown on these Plans do not represent any endorsement or recommendation by SANFORD DESIGN ASSOCIATES, INC. Final selections of materials to be used are the responsibility of the homeowner and/or builder, including, but not limited to proper installation of materials, nailing, gluing, caulking, insulating, flashing, roofing, weatherproofing & many other small items & details not necessarily indicated on the Plans over which has no control or responsibility. SANFORD DESIGN ASSOCIATES, INC. not be held liable for any errors, omissions, or deficiencies in any form by any party whatsoever for 'these various details. Tj1 �� g �'� . 10 lzi . JjN ,. Copyright 9)2018 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, ane specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any Norm without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. iff C) T-4 4) � 1.0 � t N M U N cti a> = ~ v � O Z 07 Z ,_... W . +-� E O • ".- U 4) C� . ;Z_0 ^, W ;-.� L a O , 4- co _,:� to c_� L_ Vw+ t L C� ro 4.r = 4-' C1 r 3 rel � ': DRAWN: MLS CONSTRUCTION DRAWINGS Project #: 16012 Date: 4/19/18 Revised: aq .v Sheet 2 STO Y WOOD FRAME RESIDENCE No. 1721 - - -- - - v1i _ Z� z v t> <n remove existing a 0 instSA t 11i5e around construction site 13 1 4 14.8 V115 N yQ i 6 17 I i 8 1 9 b existing 5' wood fence i S83°23 - i8. 21 . 1 re v exis -- 20.4 00 14"W (N83°25'29"E 150.37 IRON - IRON) 196.58' LL eaiv �I o_ UY 19.16% w J 0 N m 0% o _ ---1-8261-T o CCCL he r 16.31% Existing Impervious additional concrete 17th STREET w Qa 0< y U12 40' R Wz GHT OF WAY, CLOSED BY DEED BOOK 1312, PAGES 177 & 178 Z -=�`G----r---- �-._----110.02'70!'----�-- 20'70" �� .CCL - U zpap �1 W Cret /C1 ------- � ----I-TO O N r-) C' O N� 012- z v t> <n remove existing a 0 instSA t 11i5e around construction site 13 1 4 14.8 V115 N yQ i 6 17 I i 8 1 9 b existing 5' wood fence i S83°23 - i8. 21 . 1 re v exis -- 20.4 00 14"W (N83°25'29"E 150.37 IRON - IRON) 196.58' LL eaiv Ing 20. 19.16% �- O -662 sq ft 0% Existing Impervious Driveway _ ---1-8261-T o CCCL he r 16.31% Existing Impervious additional concrete Si - _ �� Existing Total Impervious remove existing wood de k Wood Wall A ird Se'� -=�`G----r---- �-._----110.02'70!'----�-- 20'70" �� .CCL - Cret /C1 ------- � ----I-TO � � _ _ ---- To C ain X W w 10 N 20.7 Legal Description Lot 20, North Atlantic Beach - Unit No. 1 - R -c -b -s- Corporation As Recorded In Plat Book 15, Page 10 Of The Current Public Records Of Duval County, Florida, Together With The South 20 Feet Of 17th Street As Closed And Recorded In Deed Book 1312, Pages 177 And 178, And Except Those Lands Lying Easterly Of The Erosion Control Line For Said Duval County. LN Legal Description 1 15-10 09 -2S -29E .320 2 N ATLANTIC BEACH UNIT NO 1 3 LOT 20,S 1/2 CL ST N THEREOF Notes: 1. This Is A Boundary And Topographic Survey. 2. Bearings Based On A Line From The Depart Of Natural Resources Monument No. 72-81-A1.7 To No. 72-81-A18 As Per Coastal Construction Control Line For Duval County, Florida As Recorded In Map Book C, Pages 72 Through 72h Approved July 21, 1992, Being S 06°32'05" E. 3. Mean High Water Line Is Based On Extended Published Datum For Tide Station 872-0291 (Jacksonville Beach). Mean High Water = 2.10 Tide Range = 5.07 4. Seasonal High Water Line As Defined By Florida Statutes Chapter 161.053 (6)(A)2: "Seasonal High-water Line" Means The Line Formed By The Intersection Of The Rising Shore And The Elevation Of 150 Percent Of The Local Mean Tidal Range Above Local Mean High Water. Mhw Elev. + (1.5 X Tidal Range )=Shwl 2.10 + (1.5 X 5.07') = 9.70 (Navel 1988) 5. Erosion Control Line Is Easterly Boundary Of Surveyed Lands. 6. Erosion Control Line Based On The State Plane Coordinates As Recorded In Plat Book 35, Pages 59, 59a, 59b. 7. Bench Mark Used Is Nail In A Palm Adjacent To 1671 Beach Avenue. Elevation=13.20 (N.g.v.d. 1929) 8. All Pipes In Sanitary Manholes Are 6" Pvc. 9. Elevation Datum Converted From. N.g.v.d. 1929 To N.a.v.d. 1988 Using Corpscon 6.0.1. Datum Conversion Factor= (N.a.v.d. 1988)=(N.g.v.d. 1929-1.10') L 2 STORY WOOD FRAME RESIDENCE No. 1717 Existing / Demo Site Plan 0 2' 4' 6' 8' 10' 12' 14' 16' Existing Lot Area Calculations Lot 13,624 sq ft Existing Impervious Roofed Structures 2.611 sq ft 19.16% Existing pervious Decking @ 0% to be removed -662 sq ft 0% Existing Impervious Driveway 2224 sq ft 16.31% Existing Impervious additional concrete 18 sq ft 0.13% Existing Total Impervious 4,853 sq ft 35.62% Copyright 9)2018 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, and specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any 'form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. DRAWN: MLS CONSTRUCTION DRAWINGS Project #: 16012 Date: 4/19/18 Revised: I - MAY 25 2018 Sheet A1.1 rn U � U � � Q1 E O • rel U a� 4- U) U) U L � CLi L Ln N DRAWN: MLS CONSTRUCTION DRAWINGS Project #: 16012 Date: 4/19/18 Revised: I - MAY 25 2018 Sheet A1.1 Legal Description Existing Lot Area Calculations EXTERIOR LIGHTING SCHE -- _ �? FIXTURE FIXTURES TYPE OF MOUNT FIXTr RE MOUNTING MANUFACTURER FIXTURE FIXTURE PRODLICT SIZE COLOR OF BULB WATTAGE --_-- 120 28, Lot 20, North Atlantic Leach - Unit No. I - R -c -b -S- Corporation As Recorded In Plat LABEL QUANTITY HEIGHT SYMBOL PICTURE _ - �-�--� : 1 L.Ot 13,624 sq ft E 1 Wall Scounce 1st fl"or Thomas Turtle Light Size 3 Must b e 30 watt max 91 67' -------- - `---� -- �---=- _ _ _ - I' Book 15, Page 10 Of The Current Public Records Of Duval County, Florida, Together Existin Im ervi ° 2 8'-0" above Thomas Li htin dth 17.5" Tamped with `- " ` - - - -= - _-"-- With The South 20 Feet Of 17th Street As Closed And Recorded In Deed Book 1312 g P ous Roofed Structures 2,611 sq ft _ 19.16 /o Ex[enor Lighting g g WI__ j Ist floor finished floor Residential 20.25" a Wildlife I ' Diameter Existin ervious Decki a o 0 g p n 0 /o to be removed -662 s ft 0 /o b @ Pa es 177 And 178 And Exce it Those Lands L in Easterl Of The Erosion Control q Catalog no. SL9270-7 Hei ht 20.75" Lighting g 1 Y g Y g (' certified bulb O Line For Said Duval County. Existing Impervious Driveway 2224 sq ft 16.31 /o i. d Pool Must b e 30 watt max E2 In Pool Ha ar In Pool h htm Yv Size 6 g g Exlstm Im ervtous additional concrete n..,\ lam ed with „ 8 Sq f CrystaLogicTM Pool Y s. Width 1.48 P LN Le al Descrl tion ,.a g P $ P 1 0 13 /o i lits a Wildlife o & S a L ,,. \� a,::::.� ei he 10.64 Existin Total Im erviou p g H „ s 4 853 s ft 35.62 g g P /o `. q Catalo no.. Lighting g \a -... II ,,•.r• ...,........ ceitified bulb ,,, _... „ . UNIVCRISTAL �,. 1 15-10 09 -2S -29E .320 ��\` i . Must be 30 watt rnax E3 2nd floor uno 3 Wall Ste LI htm J Size 3 3 P g g 2 N ATLANTIC BEACH UNIT NO 1 New Lot Area Calculation lam ed with 1 0 above IC LED outdoor `S Extenor Li htm Width 9 P _ Mme,:::,: g g �- - HREO a a Wildlife a. 3 LOT20S1/2CLSTNZ E F i finished floor ce ste h ht ..... ..._...., ... .,:,,:..1 2nd floo erforman P g Hei ht 3 21.18- mom.:; P g LOt C a t a l o g N o. Lighting -- w 24 Sq ft . - - --------..---- - IC115LEllHSG cerafled bulb --- - - Notes: New Im ervious Roof d Structures O --� - - P 3,421 sq ft 25.11 /o " bei LED 30 c att max E4 1st floo u t Li htin Am Holl H n 3 Wall Scounce Size . g g 1. This Is A Bounda And To o ra hic Surve . New Im ervt s c „ _.._ ,.,., ,: ., ou oncrete waikwa s do 24 rY P g P Y vewa s 2 3 s ft _ .... _...._.. _...... _ ,: P � )� 16.46 /o 8 0 above ) y q .. Cerchio Sconce 17.5 Extenor Li htm Width ,,:; „:.::: ,: ,;,::. , ., finished floor s ' - t floor _ 1s d e e e t Of Natural Resources Monument N o Catalo no. CHo SCN o.25 2. Beann s Base Cn A Lm From Th D ar o - Dian eter 2 ».. _ ,. .:: , .. ..:..., _ <. ,: New ervtous aver 4 s 8b 50 /0 243 s t t P 8 /o P ... I @ q levatio ns Hei h t 20.75 - .... , I g 72-81-A17 To No. 81-A18 As Per Coat ns ruct on Control Llne For Du a . , sal Co t i val f o I -0 AFF 2nd fl oor 1 Pool &Pool Co m 339 s ft 2.4 ,: P g 9 /o q .; (' I County, Florida As Recorded In Map Book C, Pages 72 Tl=rough 72h Approved July 21, > king 1, 55 @ 0% 0 sq ft 0 , Wood Dec 1 1992, Being S 06°32'05" E. 3. Mean High Water Line Is Based On Extended Published Datum For Tide Station New Tctal Impervious 6,246 sq ft 45.84 872-0291 (Jacksonville Beach). Maximum allowable Lot Coverage 50 Mean High Water = 2.10 \C a \� Tide Range = 5.07 a � 4. Seasonal High Water Line As Defined By Florida Statutes Chapter 161.053 (6)(A)2:vvvvvvvvovvvvvvvvvvA DESIGN CRITERIA: "Seasonal High-water Line" Means The Line Formed By The Intersection Of The Rising Building Classification: Residential Shore And The Elevation Of 150 Percent Of'The Local Mean Tidal Range Above Local Building Type: Type V Construction covered' Mean High Water. wood deck Unless otherwise noted, project site considerations shall be the responsibility of the Mhw F1ev. + (1.5 X Tidal Range )=Shw1 owner and/or contractor. Examples of such items include, but shall not be limited to, -------_.. _ 2.10 4- (1.5 X 5.07') = 9.70 (Navd 1988) determination of grade elevations, drainage features, and special requirements associated 5. Erosion Control Line Is Easterly Boundary Of Surveyed Lands. with FEMA flood hazard and/or DEP zones. 6. Erosion Control Line Based On The State Plane Coordinates As Recorded In Plat The contractor is responsible for the means and methods of construction. It is the Book 35, Pages 59, 59a, 59b. contractor's sole responsibility to determine the procedure, sequence, and temporary 7. Bench Mark Used Is Nail In A Palm Adjacent To 1671 Beach Avenue. bracing as to insure the; safety of the building and its component parts during construction. Elevation=13.20 (N.g.v.d. 1929) The contractor shall verify all conditions a,nd dimensions at the job site prior to 8. All Pipes In Sanitary Manholes Are 6" Pvc. commencing work. 9. Elevation Datum Converted From I�T.g.v.d. 1929 To N.a.v.d. 1988 Using Corpscon 6.0.1. Datum Conversion Factor= (N.a.v.d. 1988)=(N.g.v.d. 1929-1.10') The contractor shall supply, locate, and build into the work all inserts, anchors, angles, plates, openings, sleeves, hangers, slab depressions, or other components as may be required to attach and accommodate other work. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. The Engineer shall be notified if soil conditions encountered differ from the noted - - - - - - assumptions. All requirements for site preparation and soil compaction specified in the soils report shall be followed unless more stringent requirements are specified in these Iplans. I I �.r I� Ia I� exist' I CD 2-0 19 18 -7 1 _6 15 1 13 20.7 20.1 OUND 1 /2" IRON 16.5 vv 19.2 14.1 , PIPE, NO CAP 1 ' � , �• I c, e;a� i c -- ro m I hale 2 wood deck over ex osed rade f ,Wood Wall And \ s ope ,�\� , ( I {p p g� J Y ::\ i. new awls L i i ',NAVD \ „ , EXISTING 2 STORY FRAME 1 n location W :.° rl _ NEW ; • :" x .. ... �„?., - ase 2 1 - r ;?3 ph i s g , NEW STORY I A+ �, wood deck contractor to remove = _ I ,,, RESIDENCE N o . 719 O 1 .05 t7 ` �` / I. i 4 1 O z 1';v� E2 4'41 O z 10 ; `existin therm0 lastic st0 bar c0 , " .� f _ :' -.:� � Q `•;` Y �+C::._ RA E , .. Ea N ,; ; r g P p m u•..,...., . v _ ..., - \, 1 / NEW +20.285' FFE 2 1 .9 1 :Z and replace I '?l 18.7 NEW +20.285' „f , GARAGE i 3'1Y„ NAVD Y ";, is NAVD �,. . extstm „ .: �, , y,. I Z a ;�. , r .� i'. ' r i i s '::,. , , " .: \ ,: :::IN :,:,a i J - { I; \ a stop sI phase 2 \.__..._. N 0 phase 2 �, s 0 _ ..: \ " i , wood .,..! z ., �a,w\� �. \.��a� �\� \,\��o d\ o o��.�\o a ew oncr t dnv wa GE = w od , deckm E2 ., _. g n 3 ° I _ .... - �O\\\ a �EYY h 130-ddF' r� r• -r 3 :.- ,5 „.,..f,,a 1. ,\: I , .i i \titiu\�\ ,.� o„fix I I ' O r O O yy��,, , .. .... ... .... ......... �-=---- .. : I I I W �_ NEW_ +21 .5767 1 (0 U I NAVD O )0 2 6 1 X I I I X 1 / U H f . X , ,' a . I z 0 1 . : I i , , r F--' u phase 1 I I �- ` concrete porch I W I ' ` r r i W i r i r ' \\\\\\\�\\��\\ \\\\\\\��\\� I phase 2 WOOd deck I i r YI I '� , , / oI r NEW +21 .5767 Y NAVD I 7 „ I _ _ .sjope _ •,_ � _J , I a O \ ,� „ - -�_ _ L a t ......... -. ...__ _._, .. _ .... v ? \ .,. ,;... \: NAVD. 22 8 13.292 pit, Se..?.S2r141_Se. J.h ;: , c I eo Crete St m ads U n : ePp g p. 5 Stde w z „-'----'-- -----'---- ---- \, �.� -I - o , - _ � �.,, Yard Setback ... O . i 20 _ � 12 14 r': ` _ 8' brick wall & gate Z ; O 1 O 0 5 4 13 W r p• 19 O l e slo s o 2 fr m hase 1 5 Slo e o p 1 6' z p ec .r� ��Ew-,-a _ _ w i -f 19.6 .,, i( / ��'I +20' - 20.7 17.3 15.3 12.2 22 / / r/ / f AVD , ` NAVD X20.9 I N u j t $A - _ - e e a existi alum'in nee 1 9� i 6 I --t 17 - i 8 i 9 - - - 20 19 ❑ U 18 17 16 15 ❑ 1 3 12 X 13 1 NT To CC E \1 ❑ - �umeinum fence ------- S83°23'14"W (S83°23'14"W 150.05' IRO -IRON ) 193.93' aluminum fence LL .,:p l .,,a,.,��.wAc ah.,vv..,.v,"...«a...a,��.e,�: �.a.w, , ,...aov, v, v,, u,a, vv,L,y v - - _. - - I ' , WAT�}l F install silt fence around'construction site -- - 133.4s' o a- METER M --�., 1 12.13' - _ - - NI _ =m - _ D N J I S i a I� a I� Q 0 U :v Z O) i I i W Z :' ..:: a o- 0 W 11 W - I O 0 r N i 2 STORY WOOD FRAME o RESIDENCE No. 1717 woad deck; . .. tt . 0 1 °RA°° New Site Plan A1.2 0 2' 4' 6' 8' 10' 12' 14' 16' - _ - EXISTING GRADE CONTOURS _ 16 X 15 5 EXISTING SURVEYOR SPOT ELEVATIONS NEW CONTOURS -=�� a Site Plan Notes 1. This drawing is based on a boundary and/or topographic survey made by Boatwright Land Surveyors , INC. of Jacksonville Beach, January 25th 2017. See site survey for existing conditions not shown on this plan. 2. Contractor shall establish finish floor elevation. 3. Building layout dimensions are shown to outside face of foundation wall. See Floor Plans for clarification. 4. Parking dimensions are shown to front of curb unless noted otherwise. Curb & gutter dimensions are shown to back of curb unless noted otherwise. 5. Work shown is new unless specifically noted as existing. 6. The General Contractor shall verify all property lines, easements, dimensions & setback requirements w/the appropriate department of Atlantic Beach, FL . 7. Construction materials, equipment & procedures shall be in general accord with the Florida Department of Transportation "Standard Specifications for Highway 8. Constructions", latest edition, as modified by technical specifications. All driveways shall extend entirely to public streets to which they connect, whether shown or not shown. 9. 'Transition smoothly from new asphalt to existing asphalt in a manner that will facilitate the smooth flow of water without puddling or ponding. 10. Silt fence will be provided along property line in best place for the erosion control 11. House structure 2 stories, not to exceed 35 feet in height. 12. No more than 12" of fill to be added to site, verify with appropriate counsel. 13. Do not scale Drawings. Use only dimensions Shown on drawings. If dimensions are in question, obtain clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 14. See AO.1 for specifications & Notes. 15. All Cancrece driveway aprons iiust ie 5 t�Iic1% 4,000 psi, w t�i fibermes�icfrom edge of pavement to the property line. Reinforcing rods of mesh are not allowed in the right-of-way. 16. Full erosion control measures must be installed and approved prior to beginning any earch disturbing activities. Contact the City of Atlantic Beach Inspection Line to re q uest an Erosion and Sediment Control Inspection prior to start of construction. 17. All run off must remain on-site during construction. 18. If on-site storage is required, a post construction topographic survey documentin ro oer construction will be re uired. All water runoff must o t gp p q g o retention area and retention overflow must run to street. 19. Roll off container must be on City approved list. Container cannot be placed on Cit ri ht-of.-wa . Y g Y 20. Full ri ht-of-wa restoration inc:ludin sod is re uired. g Y g q 21. All runoffmust remain on site, cannot raise lot elevation. 22. Maximum driveway width within the City right-of-way is 20'-0". 23. Pervious pavers must be used to receive 50% credit. Copyright ©zoi8 Starr Sanford I Desi n A ssociates Inc. All r' g i lits reserved. Th g e desi n conce is g P drawin s wri g tten material, ancj specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or repproduced in part or I whole in any 3orm without the � written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. G�1 � � CL w � M 0) c rn J I U N t h� O a.> = N s-. c4 d. v 4-) O r. 0) M a.i � ~ 4� E �+ v �' O .ems U � a7 . � B ^, W g L_ _ J G, O f��"Y�"I, r� y_ i_ 113 � to U L_ q L •VJ M L G.) tB 4--1 to C p -q � . � 3 ,-i , DRAWN: MLS CONSTRUCTION DRAWINGS Project J 16012 Date: 4/19/18 Revised: h-4 A 5 01 8 a Sheet A1.2 F EXTERIOR LIGHTING SCHEDULE FIXTURE FIXTURES TYPE OF MOUNT j'IXTURE MOUNTING MANUFACTURER FIXTURE FIXTURE PRODUCT SIZE COLOR OF BULB WATTAGE LABEL - QUANTITY Existing Impervious additional concrete I-IFIGHT 0.13 % SYMBOL PICTURE 3 New Lot Area Calculations Lot 13,624 sq ft E.1 2 Wall Scounce 1st floor Thomas Turtle Light 2,243 sq ft U Size 3 Must b e 30 watt max Pool & Pool Coping 339 sq ft Exterior Lighting 8'-0" above I st floor finished floor Thomas Lighting Residential o W Width 17.5" Diameter 20.25" lamped with a Wildlife o 66 Q. Catalog no. SL9270-7 O Height 20.75" Lighting certified bulb E2 6 In Pool lighting In Pool Hayward Pool Size Must b e 30 watt max IcTM Pool ;7!5�� \ 1.Height 1.48" Width lam ed withCrystaLo Wildlife & Spa Lights Catalog q� 10.64"a Lighting no.: UNIVCRISTAL certified bulb E3 3 Wall Step Lighting 211d floor Juno Size 3 M u s t b e 30 watt max Exterior Lighting 1'-0" above IC LED outdoor Width 9,- lamped with 2nd floor finished floor performance step light a Height 3" a Wildlife Catalog No Lighting IC115LEDHSG certified bulb 4 3 Wall Scounce 1st floor Holly Hunt Lighting Size 3 Amber LED 30 watt max Exterior Lighting 8'-0" above Cerchio Sconce Width 17.5" 1st floor finished floor Catalog no. CHO-SCN Diameter 20.25" See elevations Height 20.75" 2nd floor P-0" AFF �� \ lr ExISTING 2 STORY FRAME _ RESIDENCE N0.1719 FFE = 21 .91'� v 13,624 sq ft O UO 2,611 sq ft oz o�s's so4\\\\\\\\\\\\\\\\\\\\ L: Existing pervious Decking @ 0% to be removed , ,.h�. to baa .....ii.\r" I n, , r, a♦ i.. N i 0% Existing Impervious Driveway 2224 sq ft 16.31% Existing Impervious additional concrete tl--i 0.13 % Existing Total Impervious � 3 New Lot Area Calculations Lot 13,624 sq ft New Impervious Roofed Structures 3,421 sq ft 25.11% New Impervious (concrete), walkways, driveways 2,243 sq ft U o 243 sq ft 1.78% Pool & Pool Coping 339 sq ft 2.49% Wood Decking 1,155 @ 0% 0 sq ft o W o 0 o 66 Q. O �� \ lr ExISTING 2 STORY FRAME _ RESIDENCE N0.1719 FFE = 21 .91'� v 13,624 sq ft \\ 2,611 sq ft oz o�s's so4\\\\\\\\\\\\\\\\\\\\ L: Existing pervious Decking @ 0% to be removed , ,.h�. to baa .....ii.\r" I n, , r, a♦ i.. N i 0% M"a k j 2, Legal Description Lot 20, North Atlantic Beach - Unit No. 1 - R -c -b -s- Corporation As Recorded In Plat Book 15, Page 10 Of The Current Public Records Of Duval County, Florida, Together With The South 20 Feet Of 17th Street As Closed And Recorded In Deed Book 1312, Pages 177 And 178, And Except Those Lands Lying Easterly Of The Erosion Control Line For Said Duval County. LN Legal Description 1 15-10 09 -2S -29E .320 2 N ATLANTIC BEACH UNIT NO 1 3 LOT 20,S 1/2 CL ST N THEREOF Notes: 1. This Is A Boundary And Topographic Survey. 2. Bearings Based On A Line From The Depart Of Natural Resources Monument No. 72-81-A17 To No. 72-81-A18 As Per Coastal Construction Control Line For Duval County, Florida As Recorded In Map Book C, Pages 72 Through 72h Approved July 21, 1992, Being S 06°32'05" E. 3. Mean High Water Line Is Based On Extended Published Datum For Tide Station 872-0291 (Jacksonville Beach). Mean High Water = 2.10 Tide Range = 5.07 4. Seasonal High Water Line As Defined By Florida Statutes Chapter 161.053 (6)(A)2: "Seasonal High-water Line" Means The Line Formed By The Intersection Of The Rising Shore And The Elevation Of 150 Percent Of The Local Mean Tidal Range Above Local Mean High Water. Mhw Elev. + (1.5 X Tidal Range)=Shwl 2.10 + (1.5 X 5.07) = 9.70 (Navd 1988) Existing Lot Area Calculations Lot 13,624 sq ft Existing Impervious Roofed Structures 2,611 sq ft 19.16% Existing pervious Decking @ 0% to be removed -662 sq ft 0% Existing Impervious Driveway 2224 sq ft 16.31% Existing Impervious additional concrete 18 sq ft 0.13 % Existing Total Impervious 4,853 sq ft 35.62% New Lot Area Calculations Lot 13,624 sq ft New Impervious Roofed Structures 3,421 sq ft 25.11% New Impervious (concrete), walkways, driveways 2,243 sq ft 16.46% New pervious pavers 486 @ 50% 243 sq ft 1.78% Pool & Pool Coping 339 sq ft 2.49% Wood Decking 1,155 @ 0% 0 sq ft 0% New Total Impervious 6,246 sq ft 45.84% Maximum allowable Lot Coverage 66 50% 5. Erosion Control Line Is Easterly Boundary Of Surveyed Lands. PLAN NOTES 6. Erosion Control Line Based On The State Plane Coordinates As Recorded In Plat Book 35, Pages 59, 59a, 59b. Z. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions 7. Bench Mark Used Is Nail In A Palm Adjacent To 1671 Beach Avenue. are in question, the electrician shall be responsible for obtaining clarification Elevation=13.20(N.g.v.d. 1929) before continuing with construction. Builder shall verify all dimensions & 8. All Pipes In Sanitary Manholes Are 6" Pvc. conditions at jobsite. 9. Elevation Datum Converted From N.g.v.d. 1929 To N.a.v.d. 1988 Using Corpscon 2. See A0.1 for specicications & Notes 3. Sea turtle protection requirements F .A.0 62B-34.070(4) : (a.) All windows and 6.0.1. Datum Conversion Factor= (N.a.v.d. 1988)=(N.g.v.d. 1929-1.10') lass doors on the seaward and shore parallel sides of the dwell h 11 b t, d 3 U � � ,.G o Ca o � � Q E -, E U 41 a n ce 0 a 0 F Landscape Plan I WR 0 2 4' 6' 8' 10' 12' 14' 16' m 11-111 V��'� I mWW14101,11, U z 0w oa 0 g 1 Ing s a e ime to a Transmittance Value of 45% or less through the use of tinted glass, window film or screens. (b.) All lighting will comply with types of lighting authorized by the general Permit." 4. See E2.1 for Exterior Light Fixture cute sheet & Selections Site Plan Key 000000000000 O O O O O O O O O O O O DENOTES PROPOSED PERVIOUS BELGARD AQUA -ERIC 000000000000 PERVIOUS PAVERS ON PERMEABLE BASE, > e ' •• DENOTES CONCRETE OR CONCRETE SET PAVERS/BRICK IX4 PT PINE EDGING GRASS SOD GRAVEL / OYSTER SHELL - - ' MULCH SEA OATS a,•T•�•;SALT MEADOW HAY x ••°. •�'SCIENTIFIC PLANT NAMES COMMON PLANT NAMES ' HELIANTHUs DEBILIS BEACH SUNFLOWER JAPANESE CHINENSIS "TORULOSA" HOLLY WOOD JUNIPER Ce ct o Q UCe Cd Q y0 ^� C C N � � n N � N E-� Copyright ©2018 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, and specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the lob site. off DRAWN: MLS CONSTRUCTION DRAWINGS Project #: 16012 Date: 4/19/16 Revised: Sheet A1. 3 existing 4' aluminum fence U O � N U U O 4 N O O N 'U. 66 0 2 4' 6' 8' 10' 12' 14' 16' m 11-111 V��'� I mWW14101,11, U z 0w oa 0 g 1 Ing s a e ime to a Transmittance Value of 45% or less through the use of tinted glass, window film or screens. (b.) All lighting will comply with types of lighting authorized by the general Permit." 4. See E2.1 for Exterior Light Fixture cute sheet & Selections Site Plan Key 000000000000 O O O O O O O O O O O O DENOTES PROPOSED PERVIOUS BELGARD AQUA -ERIC 000000000000 PERVIOUS PAVERS ON PERMEABLE BASE, > e ' •• DENOTES CONCRETE OR CONCRETE SET PAVERS/BRICK IX4 PT PINE EDGING GRASS SOD GRAVEL / OYSTER SHELL - - ' MULCH SEA OATS a,•T•�•;SALT MEADOW HAY x ••°. •�'SCIENTIFIC PLANT NAMES COMMON PLANT NAMES ' HELIANTHUs DEBILIS BEACH SUNFLOWER JAPANESE CHINENSIS "TORULOSA" HOLLY WOOD JUNIPER Ce ct o Q UCe Cd Q y0 ^� C C N � � n N � N E-� Copyright ©2018 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, and specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the lob site. off DRAWN: MLS CONSTRUCTION DRAWINGS Project #: 16012 Date: 4/19/16 Revised: Sheet A1. 3 BOX 5' Yard —va a -1 W ":.3 X 0 ". . `.0 O .9 �' I I. I I I 1166 SQ F µ r `` O I 154 So FT. I . zi .:: I. NI I 146 SQ FT I" I :I O 128' SQ IT I1- I I II �fI `� O d 10 I I 00 I 1 Z '' WATER--` 2"m METER � m N m �0- U z D LU- Oi a - N0 'co r (O z 0 W LL I0 N An O 11 0 IN 121 O rn it -----17- — -55 So FT -_____"7_i___1__ — — — � j Q.p2' TO CCCL I. 2RE—c _ 7C 721 3 -Mean High I Water Line Is Based On Extended Published Datum For Tide Station Existing Lot Area Calculations Lot Z N I J N 2,611 sq ft J 2 Existing pervious Decking @ 0% to be removed O 0 0% I= ZD 2224 sq ft Z1of Existing Impervious additional concrete 18 sq ft 0.13% O= 11.1.1... ....... ......_.........._........ . Ul_...._........_..- ------ ---- ------11.----... _. _ .,...-..,,.,.,.,.r.,..,.,•..., .r..., ...,,.•.,•W.•.,.....,. ,»,,.,...v.<..,,.,, .,,,..••,,..... ,1111...,._„• ,111,1.. New Lot Area Calculations Lot 13,624 sq ft ., Mme,,...,,. New Impervious Roofed Structures ON 25.11 % W 3U 16.46% I ZD I ix a 339 sq ft 2.49% Wood Decking 1,155 @ 0% W - 0% Z= 61246 sq ft O- : J 50% O wood deck O .. I ...1 Id-ek Nm a� a OQ = m X U� ; 1 � 4 J_L___JL�-��-LJ-L-_-L:_JL�:.�LJ-L� I------- — — — — — N _I ®,M E "w 0 v E US 0 z LL 0-:`" existin 5' wood fence a -1 W ":.3 X 0 ". . `.0 O .9 �' I I. I I I 1166 SQ F µ r `` O I 154 So FT. I . zi .:: I. NI I 146 SQ FT I" I :I O 128' SQ IT I1- I I II �fI `� O d 10 I I 00 I 1 Z '' WATER--` 2"m METER � m N m �0- U z D LU- Oi a - N0 'co r (O z 0 W LL I0 N An O 11 0 IN 121 O rn it -----17- — -55 So FT -_____"7_i___1__ — — — � j Q.p2' TO CCCL I. 2RE—c _ 7C 721 3 -Mean High I Water Line Is Based On Extended Published Datum For Tide Station Existing Lot Area Calculations Lot 13,624 sq ft I Existing Impervious Roofed Structures 2,611 sq ft 19.16% Existing pervious Decking @ 0% to be removed -662 sq ft 0% Existing Impervious ,Driveway 2224 sq ft 16.31 % Existing Impervious additional concrete 18 sq ft 0.13% Existing Total Impervious 4,853 sq ft 35.62% .,...-..,,.,.,.,.r.,..,.,•..., .r..., ...,,.•.,•W.•.,.....,. ,»,,.,...v.<..,,.,, .,,,..••,,..... ,1111...,._„• ,111,1.. New Lot Area Calculations Lot 13,624 sq ft ., Mme,,...,,. New Impervious Roofed Structures 3,421 sq ft 25.11 % New Impervious (concrete), walkways, driveways 2,243 sq ft 16.46% New pervious pavers 486 @ 50% 243 sq ft 1.78% Pool& Pool Coping 339 sq ft 2.49% Wood Decking 1,155 @ 0% 0 sq ft 0% New Total Impervious 61246 sq ft 45.84% Maximum allowable Lot Coverage I—7 50% Soil w/vegetative cover Permeable paver w/no. 8 stone in ioints Cast -on -place concrete edge, match width. of edge pavers, minimum 4 wide, morter or adhere pavers to top --__ 2” bedding course no. 8 aggregate : _ _......._ _ .111.1__ .11.11. 1.• _y ------ 11.1.1.1.1-1-1 --_ -- I d existing 4' aluminf 1. ..� _., :° j :00 X00 _ ......_. .• ...._•-- . 11.11.., l1.111., I IM o ° 0 0 o00 0 0 N o 00 000 �u o p 00 � o 2 o . , , 'i ' o Vv�� _yvv1v—11-0�� o�. .�boo��p' ��,��os��m��I �o�, Z _ vs`,o�yoo"-.,��ti .�� y w� , ,. !' F .. I N I covz d sssszsszs� 1 r ," I € WOOD DECKING = O% I O 923 SQ FT11 I'll, 'Z 1z oz:01ZIzz w °i wood O I gZss,Z"s Z I—7 j I W wood deck +-J .. I ...1 Id-ek I ! I 'I 1 11 i.,l. I I - 1r_1rf�r��r-ir7 J_L___JL�-��-LJ-L-_-L:_JL�:.�LJ-L� I------- — — — — — IC,ZI,I � E d' C O • rI U CE y . i ;� I 1) � L O-) O 9 , , i . C 11 N ., ,;� i ,. `s' I C.; \ z jt Cz I- _....�.___..........�. ....1 . ........... ..__ _....... M 4 = 4.1 :,: 00 1%t 4 ST 11E I111'r ¢Iw z z ±S3' 'RX',HT OF WAY; GL091?& BY Df.t;.B BOCK 1312, PAGES ', 7 ti 178 OON 010 O O_J S83°23'.4"WtN83°25'29"E 150.37' IRON IRON ) 196.58` LL ........_ .............. ....:.t.r.... .-.-.....-.-_ _ -.__,..._.._. .._....•..........-..v0, i:. ._\.\1\mom.\ 26-O"4'-1 O 2' 211-81, 4'-1 O -i -+w 1,089 SO FT --------�-- p.—..v.__.--—__—®._ ___ w....-------- --- — I Yard Setback o) r` existing.4.... ._............... aluminum fence "- .._ ... .......... .._ 1 1 1. 13' HOOD DECKING = 164 SO FT 2l I.� ..� IP IID a I= 5' wood fence t7 I NVood Wal! rind _ -vim — • '� — a , 0 rs. rct6 A, C Pads . I! I o 141 amain 1 1 . 1 250 So a I d existing 4' aluminf 1. ..� _., :° j :00 X00 _ I .' ,. - , i:'.....; 11 I IM o ° 0 0 o00 0 0 N o 00 000 �u o p 00 � o 2 o . , , 'i ' o Vv�� _yvv1v—11-0�� o�. .�boo��p' ��,��os��m��I �o�, Z _ vs`,o�yoo"-.,��ti .�� y w� , ,. !' F .. iPIPE, NO CRF' — — — — — — - — — — — — — — — — — — — — — — — — — — — — - _ ,I I 1 I Mss 7Ir-1r--1r-ir-1 r7 Fr, r_,_1 96SQFrT.7r-ir-1 J-L::� i L_� -+L J -L � i�-_ L _I -L 01 la I I d existing 4' aluminf I t0 j z :I11 :' I I I 11 I 1 IW I IM _ _. _ Y a t �— -..• I N 1 j N sssszsszs� 1 r I so z I € WOOD DECKING = O% I O 923 SQ FT11 I'll, 'Z 1z oz:01ZIzz I 11 1sZZZs' ss I I . O I gZss,Z"s Z I—7 j I W wood deck +-J .. I ...1 I (I )� ))( I i lj I ! I 'I 1 11 i.,l. I I - 1r_1rf�r��r-ir7 J_L___JL�-��-LJ-L-_-L:_JL�:.�LJ-L� I------- — — — — — IC,ZI,I � E d' existing 4' ,--I d existing 4' aluminf S83°23' 14"W { S83°23' i 4"W 1513.05' IRCi IRON } 193 93" aluminum fence t0 a z 133.48' _._........ .... _ ...... .._ 1111. .1.111. _ CiZ I Li n. n _ _. _ Y a t ~� .1.1.1.1 N C� I� ELI i� , ': ,s 11, 1, � ...... .. ,s : . .... ....... ... ...... . . .... ..... . 2 STORY RESIDENCE No. 1717 ( \ . ,.q wood deck +-J C) I ...1 I ``I .. 011 re :0___1 Icc �z z � � O 1rr :..._Z1;.:...__11:.%.. :1 ._ _ 1: ... 1 ... ... :1: .. :1: ._. :1: ... :,:-.:.--;''.:r.:.--;-.:,.::.--.:.--;-:,.::- • - .- - - - - . ._...: :.- ..1:.:.._ ...11 . _ _ _ ... _ _ _ . _ _ .. _ _ _ .. _ _ _ _ 1,:::............... .. ... ... . i^Minimi m 6" thick compacted "' ' ' "" " "' ' ' � ._ ' ' . •' . ' ' .. ,. 1111., . • I. 1111, . • ,. .1111., • ,. .1111., . • ,1111.., . • i.'_...., . • i ,.: .. _ : ,.: .. i.. .. _ : ,.: .. : I.: number 57 Stone Base '': . ''r.` _ •'r'' .._ •?'_.. I ;'r.:..-:' •'r' ., • Geotextile on side &top of subbase : ' : - : - ; ' = • • - ; _ • • _...._._._...._._.-._:..::._.-._:..._._._._:..._._._._:..._._._.. .. Uncompactednativesoilsubgrade ,' ' -•�; ' - -1 -••�;;!' ;;.'---J.;.' .. ...... .. ........ .. _...., .. _...., - ° .. .... ., I. _...., ! . • i:'.....; • i:'... , i:'_. • i:'_. • .:'_. • i ;:..._._: i:..._._: i:..._.. ;:..._:.: ;:...-.-: i:..._._: i:....:. ;:......: ;:....._:,:.... ._: i.....-- Al 4 PERVIOUS PAVER 111-0 oRA . Area Calculations I 0 2' 4' 6' 8' 10' 12' 14' 16' Copyright 02018 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, ane specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or re roduced in part or whole in any Vorm without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the lob site. �911 V,✓ ,--I to _--q t0 CiZ n 0) _=. I N C� C) A ' ` ( \ . ,.q +-J C) 011 Z,—.., � E d' C O • rI U CE y . ;� _0 1) � L O-) O 9 , C ro ,;� to C.; s- q Cz I- (1� M 4 = 4.1 ;_� C*� . r- 3: ;� 3 DRAWN: MLS CONSTRUCTION DRAWINGS Project #: 16012 Date: 4/19/16 Revised: aZa A Y 25 2018 Sheet Existing Lot Area Calculations Lot 13,624 sq ft Existing Impervious Roofed Structures 2,611 sq ft 19.16% Existing pervious Decking @ 0% to be removed -662 sq ft 0% Existing Impervious Driveway 2224 sq ft 16.31 % Existing Impervious additional concrete 18 sq ft 0.13% Existing Total Impervious 4,853 sq ft 35.62% New Lot Area Calculations Lot 13,624 sq ft New Impervious Roofed Structures 3,421 sq ft 25.11 % New Impervious (concrete), walkways, driveways 2,243 sq ft 16.46% New pervious pavers 486 g 50% 243 sq ft 1.78% Pool & Pool Coping 339 sq ft 2.49% Wood Decking 1,155 g 0% 0 sq ft 0% New Total Impervious 6,246 sq ft 45.84% Maximum allowable Lct Coverage ;z 50% EXISTING GRADE CONTOURS 16 X 1 5 5 EXISTING SURVEYOR SPOT ELEVATIONS NEW CONTOURS Site Plan Notes 0 1. This drawing is based on a boundary and/or topographic survey made by U Boatwright Land Surveyors , INC. of Jacksonville Beach, January 25th 2017. ~ See site survey for existing conditions not shown on this plan. 2. Contractor shall establish finish floor elevation. 3. Building layout dimensions are shown to outside face of foundation wall. See Floor Plans for clarification. H 4. Parking dimensions are shown to front of curb unless noted otherwise. Curb & gutter dimensions are shown to back of curb unless noted otherwise. 5. Work shown is new unless specifically noted as existing. 6. The General Contractor shall verify all property lines, easements, dimensions & setback requirements w/the appropriate department of Atlantic Beach, FL . 7. Construction materials, equipment & procedures shall be in general accord with the Florida Department of Transportation "Standard Specifications for Highway 8. Constructions", latest edition, as modified by technical specifications. All driveways shall extend entirely to public streets to which they connect, whether shown or not shown. 9. Transition smoothly from new asphalt to existing asphalt in a manner that will facilitate the smooth flow of water without puddling or ponding. z10. Silt fence will be provided along property line in best place for the erosion J J control 0 11. House structure 2 stories, not to exceed 35 feet in height. I— 12. No more than 12" of fill to be added to site, verify with appropriate counsel. z O 13. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions z ate in question, obtain clarification before continuing with construction. Builder O shall verify all dimensions & conditions at jobsite. M14. See A0.1 for specifications & Notes. � 15. All Concrete driveway aprons must be 5" thick, 4,000 psi, with fibermesh from w edge of pavement to the property line. Reinforcing rods of mesh are not allowed in the right-of-way. 16. Full erosion control measures must be installed and approved prior to beginning any earch disturbing activities. Contact the City of Atlantic Beach Inspection Line to request an Erosion and Sediment Control Inspection prior to start of construction. 17. All run off must remain on-site during construction. 18. If on-site storage is required, a post construction topographic survey documenting propoer construction will be required. All water runoff must go to retention area and retention overflow must run to street. 19. Roll off container must be on City approved list. Container cannot be placed on City right-of-way. 20. Full right-of-way restoration, including sod, is required. 21. All runoff must remain on site, cannot raise lot elevation. 22. Maximum driveway width within the City right-of-way is 20'-0". 23. Pervious pavers must be used to receive 50% credit. Copyright ©2018 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, ane I s�ecepiroperty fications of this document are tof Starr Sanford Design Asociates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the lob site. CA n U � O a� +� O +� E i i i i O • N U � ;z 3 i i 9J q 0 Ln U °nl W fa w N m m i o' U) ,s EXISTING GRADE CONTOURS 16 X 1 5 5 EXISTING SURVEYOR SPOT ELEVATIONS NEW CONTOURS Site Plan Notes 0 1. This drawing is based on a boundary and/or topographic survey made by U Boatwright Land Surveyors , INC. of Jacksonville Beach, January 25th 2017. ~ See site survey for existing conditions not shown on this plan. 2. Contractor shall establish finish floor elevation. 3. Building layout dimensions are shown to outside face of foundation wall. See Floor Plans for clarification. H 4. Parking dimensions are shown to front of curb unless noted otherwise. Curb & gutter dimensions are shown to back of curb unless noted otherwise. 5. Work shown is new unless specifically noted as existing. 6. The General Contractor shall verify all property lines, easements, dimensions & setback requirements w/the appropriate department of Atlantic Beach, FL . 7. Construction materials, equipment & procedures shall be in general accord with the Florida Department of Transportation "Standard Specifications for Highway 8. Constructions", latest edition, as modified by technical specifications. All driveways shall extend entirely to public streets to which they connect, whether shown or not shown. 9. Transition smoothly from new asphalt to existing asphalt in a manner that will facilitate the smooth flow of water without puddling or ponding. z10. Silt fence will be provided along property line in best place for the erosion J J control 0 11. House structure 2 stories, not to exceed 35 feet in height. I— 12. No more than 12" of fill to be added to site, verify with appropriate counsel. z O 13. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions z ate in question, obtain clarification before continuing with construction. Builder O shall verify all dimensions & conditions at jobsite. M14. See A0.1 for specifications & Notes. � 15. All Concrete driveway aprons must be 5" thick, 4,000 psi, with fibermesh from w edge of pavement to the property line. Reinforcing rods of mesh are not allowed in the right-of-way. 16. Full erosion control measures must be installed and approved prior to beginning any earch disturbing activities. Contact the City of Atlantic Beach Inspection Line to request an Erosion and Sediment Control Inspection prior to start of construction. 17. All run off must remain on-site during construction. 18. If on-site storage is required, a post construction topographic survey documenting propoer construction will be required. All water runoff must go to retention area and retention overflow must run to street. 19. Roll off container must be on City approved list. Container cannot be placed on City right-of-way. 20. Full right-of-way restoration, including sod, is required. 21. All runoff must remain on site, cannot raise lot elevation. 22. Maximum driveway width within the City right-of-way is 20'-0". 23. Pervious pavers must be used to receive 50% credit. Copyright ©2018 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, ane I s�ecepiroperty fications of this document are tof Starr Sanford Design Asociates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the lob site. CA DRAWN: MLS CONSTRUCTION DRAWINGS Project #: 16012 Date: 4/19/18 Revised: Sheet om n U � O a� +� O +� E O • N U ;z '0 ®� 9J O fa Ln U s- W fa N DRAWN: MLS CONSTRUCTION DRAWINGS Project #: 16012 Date: 4/19/18 Revised: Sheet om EXTERIOR LIGHTING SCHEDULE FIXTURE FIXTURES TYPE OF MOUNT FIXTURE MOUNTING MI.NUFACTURER FIXTURE FIXTURE PRODUCT SIZE COLOR OF BULB WATTAGE LABEL QUANTITY 25'-4" HEIGIIT SYMBOL PICTURE { E 1 2 Wall Scounce 1st floor Thomas Turtle Light Size 3 M u s t b e 30 watt max Exterior Lighting 8'-0" above 1st floor finished floor Thomas Lighting Residentiala Width 17,5' Diameter 20.25" Tamped with Wildlife B _ 19 20 C — — — — Catalog no. SL9270-7 — — — — — — — — — — — — — — — — — — — — — — — Height 20.73" Lighting A2.1 0 A9 1 A9. 1 A2. 1 U. v certified bulb gate encl sure 2 6 In Pool lighting In Pool Hayward Pool 2: to dob 30x48 ga 2.. 3Q"x48 ; g Size M u s t b e 30 watt max U C.ystaLogicTM Pool 0 Width 1.43" lamped with m LOT 19.75913' 0 &S aLi Lights Spa g � �� s� � Height 10.64" a Wildlife chamfered column 0 Catalog no.: m Lightitr O3 Garage r ro UNIVCRISTAL� N " certified bulb E3 3 Wall Step Lighting 2nd floor Juno a Size 3 M u s t b e 30 watt max O - Exterior Lighting P-0" above IC LED outdoor _._ —— Width "lamped with O 16.3'+/ 100 YEAR FLOOD 2nd floor finished floor performance step light no Height 3,,a Wildlife W W Catalog No. AC a Lighting a 03 engineering drawings, , IC115LEDHSG B1 brick where exposed, min. 2 hose certified bulb E4 3 Wall Scounce 1st floor Holly Hunt Lighting Size 3 Amber LED 30 watt tnax _ Exterior Lighting 8'-0" above Cerchio Sconce co Width 17.5' Bibb 3', g„ lst floor finished floor Catalog no. CHO-SCN oa Diameter 20.25" 01 Z •� - •^ SEE ENGINEERING See elevations l7 Z Height 20.73" M W ... • • 2nd floor P-0" APF W to Sea turtle protection requirements F.A.0 62B-34.070(4) :All lighting will comply with types of lighting authorized by the general Permit." 12 7 Kitchenette ��A7r"ses by others :�D HVAC P. .1w CID Studio 12 7 Garage Garage Building Section Wall Material I�ey existing wall interior insulated wall (all exterior walls are to be insulated unless noted otherwise in Wall Sections) interior 2x6 wood stud wall (all exterior walls are to be 2x6 wood stud walls unless noted o Lherwise in Wall Sections) new wall finished both sides new wall finished one side 7-5/8" CMU wall I1-5/8" CMU wall column cap: 2x2 w/AH—I I2 below as shown -------- begin chamfer as shown --_ column built of r 1/2" material cut from 2x8's & chamfered as shown & wrapping structural column (see framing plan for size of structural column; provide column sized to carry load if not shown but in no case less than 4x4; locate column within column casing as required by beam location shown in wall sections) °G Breezeway Section @ Cabana A2. 1 1 8" I 2 =cv OD aD Mlv O io 'Elco Bath 12 - trusses b others 12 7 � Y � � 7 HVAC I closet I I ^W Studio DETAIL 11 io° "Rpj G A2. 1 o Base Flashing p & Weeps �IV 8.. 25'-4" 21.92' 8" { E c 3 O B _ 19 20 C — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — horizonta�'lx6 A2.1 0 A9 1 A9. 1 A2. 1 U. v gate encl sure 2: to dob 30x48 ga 2.. 3Q"x48 ; g doors w U 0 � m LOT 19.75913' 0 > 2. chamfered column 0 m 0 O3 Garage r ro N x concrete porch slab for finish porch flooring 4 OD a f x _ O - 4" _._ —— a O 16.3'+/ 100 YEAR FLOOD W a13-8 no III It W W AC a Ir a 03 engineering drawings, , B1 brick where exposed, min. 2 hose FE courses below grade generator _ Z co Bibb 3', g„ W oa 01 Z •� - •^ SEE ENGINEERING 31-2" l7 Z 36"'80BREAKAWAY M W ... • • W to SEE ENGINEERING FOR FOUNDATION WALL CONSTRUCTION & FOOTING DESIGNS j 1x6 vvItic I c 57 B 11 Garage Building lSection m e d" 2 3 4 5 6 7 8 9 1 14 15 16 17 �10 �11 �12 N DOWN - E4 t F � m trim IA 71 17 RISERS @ 6.8088" = 9' 7 3/4" N 16 TREADS @ 10 3/4" = 14' 4" 3 d o to ligh ing I N s itch above 0r = A oho A cV A2. t cV A2.1 j strip fluorescent ceiling 1' ht ' - N _. - I ° o - _. --- - --- - 1. - �, �• _ 1,tZ7 21 I I W A9. 1 I .. o . E4 °' -J '', x C 0 fV I L o ; C I I J Z j 00 ' (PROVIDE SERVICE I Q ? OR GARAGE DOOR: 0 CV > OPENERS I U iC i o � N, - ZO ;. .---- ..... ..-, — .`" J _ arage 3 Nstrip fluorescent ceiling fight Q i o d 0 U Z• O.=�I ----- SLOPE 2" 7" 0 22 OF I LA9. 21 o , 1 W' !. Z cq I Z z : LLIW E4 - nY (PROVIDE SERVICE N oo E I ICOR GARAGE DOOR X I OPENERS N — .... — — — — — strip fluorescent ceiling light N •;. SEE :ENGINEERING FOR ALL BREAK ': ' } AWAY WALL LOCATIONS & MATERIALS `- hose 26'-0" B 24 C A2. 1 ".A . A9. 1 Garage Level Floor Plan 14'-O" 8' 0 2' 4' 6' 8' 10' 12' 14' 16' 21 15 -4" 12 7 Kitchenette ��A7r"ses by others :�D HVAC P. .1w CID Studio 12 7 Garage Garage Building Section Wall Material I�ey existing wall interior insulated wall (all exterior walls are to be insulated unless noted otherwise in Wall Sections) interior 2x6 wood stud wall (all exterior walls are to be 2x6 wood stud walls unless noted o Lherwise in Wall Sections) new wall finished both sides new wall finished one side 7-5/8" CMU wall I1-5/8" CMU wall column cap: 2x2 w/AH—I I2 below as shown -------- begin chamfer as shown --_ column built of r 1/2" material cut from 2x8's & chamfered as shown & wrapping structural column (see framing plan for size of structural column; provide column sized to carry load if not shown but in no case less than 4x4; locate column within column casing as required by beam location shown in wall sections) °G Breezeway Section @ Cabana A2. 1 1 8" I 2 =cv OD aD Mlv O io 'Elco Bath 12 - trusses b others 12 7 � Y � � 7 HVAC I closet I I ^W Studio solid beam, use hidden fasteners- DETAIL 11 io° A2 1 Wall Section @ Covered Walkway 1 o A2.1 �IV c 21.92' 8" { E c 3 O 0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0 BOTTOM OF BEAM' — — — U. v L AVERAGE GRADE O 0 w U � m LOT 19.75913' 0 > 2. chamfered column 0 m 0 Garage r ro N x concrete porch slab for finish porch flooring 4 a x O - 4" V SLOPE —— a O 16.3'+/ 100 YEAR FLOOD W In no III It W W a Ir a 03 engineering drawings, , B1 brick where exposed, min. 2 FE courses below grade _ Z co W oa 01 Z •� - •^ SEE ENGINEERING 31-2" l7 Z M W ... • • W to SEE ENGINEERING FOR FOUNDATION WALL CONSTRUCTION & FOOTING DESIGNS 5'2 c 57 B 11 Garage Building lSection solid beam, use hidden fasteners- DETAIL 11 io° A2 1 Wall Section @ Covered Walkway 1 o A2.1 �IV c 8" E c 3 O 8" U m v 0 U � 21 2. chamfered column 0 ro bullnose brick @ perimeter, allow inset in concrete porch slab for finish porch flooring to be flush with brick _. 4" V SLOPE W no J W foundation, see structrual a engineering drawings, , brick where exposed, min. 2 \ courses below grade _ Z W Z •� - •^ SEE ENGINEERING l7 Z W ... • • W to CHAMFERED 8" COLUMN DETAIL 11 io° A2 1 Wall Section @ Covered Walkway 1 o A2.1 Garage Transverse Building Section 0 2' 4' 6' 8' 10' 12' 14' 16' Copyright ©2018 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, and specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any -form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the lob site. iff DRAWN: MLS CONSTRUCTION DRAWINGS Project #: 16012 Date: 4'/19/18 Revised: Sheet A2.1 F----] Wall Material Ivey C — = _ _ _ = existing wall to be removed PLAN NOTES 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, obtain clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. See A0.1 for specifications & Notes. existing driven to be remove Copyright ©2018 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, anj specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the lob site. C� r --i CC$ Q� V � Q� ~ 0 V E DRAWN: MLS CONSTRUCTION DRAWINGS Project #: 16®12 Date: 4/19/18 Revised: Sheet A2.2 v C) Q� ~ E O • rl U � V • a� O 4— to Ln V � !p MMV DRAWN: MLS CONSTRUCTION DRAWINGS Project #: 16®12 Date: 4/19/18 Revised: Sheet A2.2 I I i i I. I I II , f I i I I-I——�dgeaf�roperty I ------ I I 8.. 20 C g 19 Q I A2.1 A9.1 np 10" 3'-1 " 3'-1 " 3-1 " 10" painted brick chiney 24"x40"fixed —— ..... ------ 24"x4E-fixed 1 4' T-9" g house 24"x40" casement U i i 2X6 v o N N 1 .. o o xNn o o 7 I 15 16 17 cv = 9'7 3/4" " = 14' 4" I I3 ct m DOWN 1 7t ------- louvered wall 36" x 84" & beam above single lite 4" a I N iv �o M Bat 2X6 26'-O" 25'-4" 24" Xo N 4' pantry p 3'-5 a Z IA a 28°X80" o O I _. >C N I o d co ° X i I — 2x6 I_ 0 24" full height refrigerator itchenet e dw I I I I � 0 I I c c " In 36" high island J T-7" IAII3' 6 4' 3 -8" oM � I y 2X6 3F"x7 H'DH 26-0" 7-1 O" 9M 36"x7l" DH Floor Plan Notes ... ... Floor Plan Notes Wall Material Key 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions 7. Refer to plans & exterior elevations for window types. Coordinate operability of '` '``° '`'``"'' ` existing wall to remain are in question, the builder shall obtain clarification before continuing with windows & direction of swing of casements w/homeowner. construction. Builder shall verify all dimensions & conditions at jobsite. 8. Doors & Windows shall not be ordered, prior to meausuring rough framing. interior insulated wall (all exterior walls are to be insulated 2. Dimensions shown are to one side of interior walls or to outside face of stud or 9. Walls, ceilings & floors of ancillary spaces such as closets & storage areas shall unless noted otherwise in Wall Sections) masonry on exterior walls unless noted otherwise. match the rooms they serve unless noted otherwise. 3. Builder shall take into account design intent, including number of steps, water 10. Coordinate location of utility meters on site to be away from public view and to table masonry, etc. Builder shall also assure that there is adequate clearance minimize visual impact from any area of the site. Hold meters as low as possible interior 2x6 wood stud wall (all exterior walls are to be 2x6 wood stud walls unless noted otherwise in Wall Sections) between finish grade & any wood construction. to allow more effective screening. 4. Locate doors so that door casing abuts wall finish of adjacent wall unless noted 11. Install termite shield at any areas where wood may come into contact with otherwise or unless door casing is narrower than 3 1/2". In this case, install door masonry at grade; along stem walls, turn -down slabs, and piers. new wall finished both sides frame with appropriate shim space against liner and stud. Do not omit stud or 12. Sprinkle powdered boric acid onto bottom plate of wall at a rate of 1/8 cup per liner to get the door closer to the adjacent wall. In cases where a door is shown 2' of plate except 1/4 cup per 2' of plate in walls adjacent to kitchen, bath or approximately in the center of a wall, locate door in the exact center of the wall. other wet or food storage areas. Boric acid shall be installed immediately before new wall finished one side 5. Verify window rough opening head height with Elevations. See plans & exterior installation of insulation in insulated walls or immediately before installation of elevations for window alignments, window types & muntin patterns. Adjust wall finish in uninsulated walls. Walls with exposed cavities do not need to be 7-5/8" CMU wall head heights slightly (less than 1 3/8") as required to course with masonry treated with boric acid. veneer, if any. Provide filler strip between window and masonry sill if required 13. If gypsum board is used, install moisture -resistant gypsum board in restrooms & to allow the masonry sill to course with surrounding brickwork. In no case other rooms where water is present. PLAN 1 V OTLS should brick be cut to either course with the head or the sill of a window or 14. Builder shall coordinate all shelviii�_, & storge requirements with homeowner_ door. 15. Center plumbing fixtures ins ace provided unless noted otherwise. Provide not 6. Window sizes indicated on plans are generic sash sizes. less than the following clearances from finish wall to fixture on either side: 1• Do not scale Drawings. Use only dimensions shown on drawings. If dimensions 16. Lavatory: 15". Toilet: 18". are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & ' conditions at jobsite. ___ .. _. .. _____ ...... . - .....xist t r- e ing AC & AC screened wall to rema'n r e _ ..........:. ..... 10" 13' 10" 10" �- ---� r -----Ir -� I I I u i O 21 Ip A9. 1 cV 40 v 5'-2" O 6) N t0 Open Air Cabana Z — beam above — ----- —--------- — (l1 W/balign brick planter rick on new garage 8' 0 10'-3" in 20 C OP 1 A9.1 A2. 1 D A2. 1 7-9" 5'-3" 10" 3'-1 " 3'-1 " 3-1 " 10" painted brick chiney 24"x40"fixed —— ..... ------ 24"x4E-fixed in align arage with exis i g house U 2X6 d' v o -- o o o o 7 wood shelf 8 9 �10 �11 �12 13 14 DOWN 17 RISER @ 6.8088" 16 TREADS @ 10 3/ I I I I 15 16 17 cv = 9'7 3/4" " = 14' 4" I I3 ct m DOWN ------- louvered wall 36" x 84" & beam above single lite 4" 24" Xo N 4' pantry p 3'-5 a Z IA a 28°X80" o O I _. >C N I o d co ° X i I — 2x6 I_ 0 24" full height refrigerator itchenet e dw I I I I � 0 I I c c " In 36" high island J T-7" IAII3' 6 4' 3 -8" oM � I y 2X6 3F"x7 H'DH 26-0" 7-1 O" 9M 36"x7l" DH Floor Plan Notes ... ... Floor Plan Notes Wall Material Key 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions 7. Refer to plans & exterior elevations for window types. Coordinate operability of '` '``° '`'``"'' ` existing wall to remain are in question, the builder shall obtain clarification before continuing with windows & direction of swing of casements w/homeowner. construction. Builder shall verify all dimensions & conditions at jobsite. 8. Doors & Windows shall not be ordered, prior to meausuring rough framing. interior insulated wall (all exterior walls are to be insulated 2. Dimensions shown are to one side of interior walls or to outside face of stud or 9. Walls, ceilings & floors of ancillary spaces such as closets & storage areas shall unless noted otherwise in Wall Sections) masonry on exterior walls unless noted otherwise. match the rooms they serve unless noted otherwise. 3. Builder shall take into account design intent, including number of steps, water 10. Coordinate location of utility meters on site to be away from public view and to table masonry, etc. Builder shall also assure that there is adequate clearance minimize visual impact from any area of the site. Hold meters as low as possible interior 2x6 wood stud wall (all exterior walls are to be 2x6 wood stud walls unless noted otherwise in Wall Sections) between finish grade & any wood construction. to allow more effective screening. 4. Locate doors so that door casing abuts wall finish of adjacent wall unless noted 11. Install termite shield at any areas where wood may come into contact with otherwise or unless door casing is narrower than 3 1/2". In this case, install door masonry at grade; along stem walls, turn -down slabs, and piers. new wall finished both sides frame with appropriate shim space against liner and stud. Do not omit stud or 12. Sprinkle powdered boric acid onto bottom plate of wall at a rate of 1/8 cup per liner to get the door closer to the adjacent wall. In cases where a door is shown 2' of plate except 1/4 cup per 2' of plate in walls adjacent to kitchen, bath or approximately in the center of a wall, locate door in the exact center of the wall. other wet or food storage areas. Boric acid shall be installed immediately before new wall finished one side 5. Verify window rough opening head height with Elevations. See plans & exterior installation of insulation in insulated walls or immediately before installation of elevations for window alignments, window types & muntin patterns. Adjust wall finish in uninsulated walls. Walls with exposed cavities do not need to be 7-5/8" CMU wall head heights slightly (less than 1 3/8") as required to course with masonry treated with boric acid. veneer, if any. Provide filler strip between window and masonry sill if required 13. If gypsum board is used, install moisture -resistant gypsum board in restrooms & to allow the masonry sill to course with surrounding brickwork. In no case other rooms where water is present. PLAN 1 V OTLS should brick be cut to either course with the head or the sill of a window or 14. Builder shall coordinate all shelviii�_, & storge requirements with homeowner_ door. 15. Center plumbing fixtures ins ace provided unless noted otherwise. Provide not 6. Window sizes indicated on plans are generic sash sizes. less than the following clearances from finish wall to fixture on either side: 1• Do not scale Drawings. Use only dimensions shown on drawings. If dimensions 16. Lavatory: 15". Toilet: 18". are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & ' conditions at jobsite. ___ .. _. .. _____ ...... . - .....xist t r- e ing AC & AC screened wall to rema'n r e _ ..........:. ..... 10" 13' 10" 10" �- ---� r -----Ir -� I I I u i O 21 Ip A9. 1 cV 40 v 5'-2" O 6) N t0 Open Air Cabana Z — beam above — ----- —--------- — (l1 W/balign brick planter rick on new garage 8' I7 8" NOMINEE" �� l . . „ 4'-2 Z' 23'-0" DOWN 4" I' 0 W ................... -------� 10'-3" OP 1 New Pool Contractor to provide heat pump 20'-4" D A2. 1 - - — 18" SEAT —— ..... ------ I7 8" NOMINEE" �� l . . „ 4'-2 Z' 23'-0" DOWN 4" I' 0 W ................... -------� - - — � —— ..... ------ O in A A2.3 existing Den Dnewdcp'ng pads 48" wide gate 48" tall brick wall existing Dining First Level Floor Plan 0 2 4' 6' 8' 10' 12' 14' 16' _ — — — — — — — — — — — —_� II II II II N� ew wood deck I I II II II II I I ---------------- --------------- wood CN,, wood deck provide propane stub out for alternate grill location 0 n 151-81, TO TO 3'-0" r Copyright 4)2018 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, and specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. DRAWN: MLS CONSTRUCTION DRAWINGS Project #: 16®12 Date: 4/19/18 Revised: Sheet A2.3 U � O U r� d' v o a� E p • ri U L GJ 4 - Ln Ln U L l W � L GJ (a ^�•I 4-1 In It— DRAWN: MLS CONSTRUCTION DRAWINGS Project #: 16®12 Date: 4/19/18 Revised: Sheet A2.3 A2.4 Eave Flashing Detail Note: stack rafters over wall studs so that loads are closely transferred as shown. install hurricane clip to tie every rafter to double top plate and another clip to tie top plate to every stud; engineer to determine clip specification to meet or exceed all wind load requirements, and nents of local authorities, but in no case sh ll clip be less than Simpson x8 —, 7 A2.4 RAFTER -WALL STRAPPING prefabricated isokern flue cap installed as per manufacturer's instructions @ top of isokern flue block isokern flue casing isokern flue block header course corbeled i" per course (use solids so no cores are visible) face brick env header courses corbeled i" per course (use solids so no cores are visible) - - face brick 1" 13 CHIMNEY CAP DETAIL A2.4 A2 4 ISOKERN CHIMNEY SECTION 11-0 RAKE FLASHING DETAIL align rafters either side of ridge and provide rafter ridge straps at every rafter to meet or exceed all wind load requirements, and reauirements of local authorities WOOD STAIR DETAIL RIDGE STRAPPING DETAIL I'I l IA2.41 STRAPIING @ INTERMEDIATE FLOORS Door Head, Jamb & Sill Section/Elevation Note: This detail is typical in nature, and is intended to outline the general proceduresfor general in nature and may not represent exact flashing &jamb -wrapping doors & windows. ' configurations, as this may vary between Opening sizes shown here are purely schematic. manufacturers. Consult Architect if there are '6' See Floor Plans and/or Door & Window r: � O window (see Window Schedule for type, Schedules & Elevations for sizeso openings. L9 Zo size &design) F See Wall Sections for thackness offwall. 2x6 casing over exterior sheathing 3 a window jamb w/jamb extension over = 0 shim space as required over 2x6 studs ix6 flat casing over interior wallboard `� Step is Extend sill flashing 6" minimum .;• ' N each side of opening or 2" past edge of jamb casings (if larger than 6") for wood O openings & wrap up over sub -sill U Step 2: Extend io mil vinyl jamb wrap ;Z 6" minimum each side of opening ^, W�•+ seal these locations thoroughly with 12 exterior sealant L cut jamb wrap at angle as shown where a� O wrap meets sill & extend over sill flashing as shown Note: Vinyl jamb wrap is not shown on door & window details for clarity, but to should be installed on all exterior c, L q l V.� openings as shown here. L r �l C ra 4-1 Step 3: Install head flashing over jamb V) flashing& extend head flashing 6" minimum each side of opening;"° Note: Head flashing should be run up behind wall sheathing whenever possible. I 2. 3• 4- 5- 6. •5•6. 7. H L 2. A2.4 �: OPENING FLASHING DETAIL @ STUD WALL 3�0„ 1O 2X8 WINDOW HEAD & JAMB Note: Details of the window & frame are general in nature and may not represent exact configurations, as this may vary between n manufacturers. Consult Architect if there are any questions. � O window (see Window Schedule for type, x L9 Zo size &design) F Z 2x6 casing over exterior sheathing 3 a window jamb w/jamb extension over = 0 shim space as required over 2x6 studs ix6 flat casing over interior wallboard `� a N x D O •F-4 U E 2 Z aIL 3 0 2 window (see Window Schedule for type, a size & design) m 0 DOUBLE HUNG PLAN VIEW Window Mullion sill flashing (see Specifications) run up over PT ix subsill cV 1" 4 4• 5• 1JOUBLE t1UNG A2 4 WINDOW JAMB & SILL SECTION/ELEV. 1110 A2.4 ROOF FRAMING NOTES All structural members shall be sized to carry all imposed loads by a structural J. engineer. Refer to engineering set, and contact Architect in the event of any discrepancies. Roof deck shall be 5/8" Exposure I T&G Sturd-I-Floor plywood. Particle Board is NOT allowed. 2. Hold roof deck panels apart as recommended by decking manufacturer. 3. Hold roof deck panels away from items penetrating roof deck as recommended by roof deck manufacturer to allow for expansion & contraction of roof deck. Hip rafters, ridge boards, & valley rafters shall be one size larger than rafters. Purlins shall be 2x4s 16" OC. Provide 2x6 rafter ties at all locations where 4. ceiling joists run perpendicular to rafters. Any hip or valley rafter over 28' long shall be Laminated Veneer Lumber. mb 5. See Wall Sections for exact configuration of framing members at exterior walls. PLAN NOTES 6. 7• Do not scale Drawings. Use only dimensions shown on drawings. If dimensions S. are in question, obtain clarification before continuing with construction. Builder 9• shall verify all dimensions & conditions at jobsite. Io. See A0.1 for specifications & Notes. It . 12. VENTILATION NOTES All attics, crawl spaces & other concealed areas shall be ventilated as per local building codes. Soffit vent shall be equal to Air Vent 2" continuous aluminum soffit vent. Ridge vent shall be Air Vent Ridge Univent (absolutely no substitutions). 1. Terminate ridge vent w/manufacturer's standard end cap 12" from end of ridge. Cut roof deck back to provide air passage as recommended by manufacturer. 2. 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 16" manually operated painted 3• metal vents if not shown. Provide insulation baffles at ventilated eaves as required to assure minimum i" clear air space at bottom of roof deck. 4- 5- 6. '17 8. ROOF PLAN NOTES Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the roofer shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. See Floor Plan for building dimensions. Begin metal roofing w/full panel at most visible edge of roof unless seams are shown on elevations to align with exposed rafter tails or lentils below, in which case roof panel installation shall conform with elevations. Begin shingle roofing w/frill shingle at most visible edge of roof. Roof penetrations are permitted only in the areas noted. Route all vents, exhausts, flues & other penetrations to these areas & terminate as per code. All roofing and roofing details shall be installed in strict accordance with industry standards and manufacturer's instructions. No work shall conflict with the manufacturer's guarantee or warranty. Provide flashing as per details or as per SMACNA if no details are shown where roof pitch changes or where roofing intersects with vertical surfaces. Hold downspouts tight against walls. The installation subcontractor shall be fully responsible for all roofing work. All slopes are indicated oil the Drawings. Paint all roof mounted accessories to match roof color selected by homeowner. All exhaust fan, vent, flue & stack openings are to be cut & sealed by builder. Roof vent terminals shall be 12' away from and 2' above any air intake, door or window, 18" away from any vertical wall extending above roof vent, and not below any roof eave, or as required by local codes. FLASHING NOTES Install all exposed flashing w/concealed cleats. Surface fasteners of any type are unacceptable. Base flashing shall be 2 ounce copper -fabric flashing equal to AFCO. Base flashing shall run up 6" minimum behind sheathing when installed at wood floor system or shall offset up i brick course minimum if installed at CMU backup. Window & door head flashing shall be 2 ounce copper -fabric flashing equal to AFCO @ brick veneer or shall be either 16 ounce copper or .oig factory pre -primed aluminum break metal at homeowner's option for any other non -masonry wall finish. Eave & rake flashing shall either 16 ounce copper or .oig factory pre -primed aluminum break metal at homeowner's option. All roof edge flashing shall extend 1o" minimum behind roofing felt or other roofing material. Verify that flashing runs not only under roofing material, but also under sub -roofing material such as roofing felt. Eave flashing at gutters shall extend to cover back leg of gutter, but shall terminate above run of gutter. Chimney & cricket flashing shall be 16 ounce copper flashing (no exceptions unless roofing is metal, in which case flashing shall match roofing material). Install pan flashing at chimney which extends from outside face of chimney to inside of clay tile flue liner. Turn flashing up 1/2" inside flue liner. Install 16 ounce copper step flashing under chimney cap flashing. Pan flashing shall overlap step flashing 6" minimum. Tie masonry chimney to roof framing immediately below flashing w/rigid metal straps (minimum 1 each side of chimney). Crickets shall be installed on high side of all chimneys or other roof penetrations exceeding 36" in width. Cricket flashing shall be installed over plywood roof deck backing. Crickets shall slope 3/12 minimum. Valley flashing shall be either 16 ounce copper or .oig factory pre -primed aluminum break metal at homeowner's option 12" wide minimum centered in valleys. Lap joints 12" minimum. Gutters shall be 16 ounce copper or factory pre -primed .032 aluminum ready for finish painting. (See Drawings for gutter size and shape). The back leg of all gutters shall extend i" minimum above front rim. Gutters shall be hung with matching metal strips which are attached under shingles. Penetrations of back gutter or of eave flashing shall not be permitted. Downspouts shall be 16 ounce copper or factory pre -primed .032 alumin ready for finish painting. (See Drawings for downspout size and shap Downspouts shall be attached to wall w/n latching metal strips which a attached to wall behind downspouts. Roof Plan IN 0 2' 4' 6' 8' 10' 12' 14' 16' A 21 21 Copyright 92018 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, anc specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproducedin part or whole in any Form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the lob site. R; DRAWN: MLS CONSTRUCTION DRAWINGS Project #: 16012 Date: 4/19/18 Revised: Sheet n � O a� +� O c� O •F-4 U ;Z _0 ^, W�•+ L a� O ca to c, L q l V.� Cp L r �l C ra 4-1 V) DRAWN: MLS CONSTRUCTION DRAWINGS Project #: 16012 Date: 4/19/18 Revised: Sheet 2X8 to 0 X X Side Elevation Side Elevation EXTERIOR LIGHITING SCHEDULE PT cedar shingle roofing PT cedar shingle siding raking cornice -- flared shingle cedar sidu drip cap over fascia— masonry brick veneer flashing over PT frieze PT cedar shingle Front Elevation Rear Elevation 0 2' 4' 6' 8' 10' 12' 14' 16' 1 1'-1 1/8" TOP PLATE 8'-1 1/4" HEAD HEIGHT 9'-8" 1 ST FLoo @ FRONT OF GARAGE 21 .92' 1 1'-1 1/8" TOP PLATE lop - 8' -1 1/4" HEAD HEIGHT _96" 1 ST FLoo @ REAR OF GARAG Copyright ©2018 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, anj specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. DRAWN: MLS CONSTRUCTION DRAWINGS Project #: 16012 Date: 4/19/18 Revised: Sheet 0 MM� hal 0 W ~ E o •F..q U z -0 ((3 U L C) fa r� 4-1 In C � � 3 DRAWN: MLS CONSTRUCTION DRAWINGS Project #: 16012 Date: 4/19/18 Revised: Sheet A EQ. —rail chamfered from 2x8 on 6x6 newel post 2xq rail fixed louvers from 1x3's---____` ^IN KII1 I� bottom rail cut from ^IN PT 2x4 supports at each end F N 0 A Ifl X EQ. rail chamfered from 2x8 on 6x6 newel post 2x4 rail --_ solid 1x infill between columns TRIMWORK NOTES 1. All finish work shall be executed by qualified subcontractors, and shall be filled, 1. sanded smooth and ready for finishes. Trim materials should be tempered to ambient project conditions. All finish lumber, trim, moldings & millwork shall have a moisture content of 12% or better. 2. Exterior fascia shall be backprimed solid wood, & screwed @ corners (see 2. Drawings for widths). Finger joint material is NOT allowed. 3. Exterior soffits shall be backprimed solid wood up to ii" in width or shall be 1/2" smooth factory -primed exterior hardboard if greater than ii" wide (see Drawings for widths). Finger joint material is NOT allowed. 4. Exterior cornerboards & casing shall be backprimed 2x solid wood (see L Drawings for widths). Finger joint material is NOT allowed 2. S. Interior trimwork shall be shapes as shown on drawings. 3. 4. 5. 6. SEALANT NOTES 1. Use materials appropriate to the application for maximum life and optimum appearance. All joints should be sound, clean, dry & free of contaminants. Caulking or sealant should be applied in accordance with spec data sheets and 1' manufacturer's specific recommendations. Colors shall be selected by �\\ homeowner from manufacturer's standard colors. Caulking or sealant shall be ruu\ installed so that finish surface is smooth, even & regular. 2. Caulking shall be installed at interior dry joints between dissimilar materials as 2. required. 3. 3. Sealant shall be installed at exterior or damp interior joints between dissimilar materials as required. Prime all substrates w/primer as recommended by manufacturer of sealant. Apply sealant from the bottom up. Apply sealant when joint is approximately half -way between design extremes. Use flexible open -cell polyurethane foam backer rods at all butt joints to create a sealant joint no 4' thicker than 1/2 the width of the joint, but in no cases thinner than 1/8" or thicker than 3/8". Lap joint depth shall be no greater than 1/2 the width of the joint. ELEVATION NOTES Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in gaestion, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. See A0.1 for specifications & Notes SIDING NOTES Exterior shingle siding shall be Cedar shake installed on breather fabric or similar. Lap siding shall be Ship Lap. Brick shall be Owner Selected, primed & painted. All exposed CMU shall be Stucco finished. Stucco finish shall be smooth sand. All siding shall be installed as per Manufacturer's instructions. Exterior trim shall be Azek or similar. PLAN NOTES Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. See A0.1 for specifications & Notes Sea turtle protection requirements F.A.0 62B-34.070(4) : (a.) All windows and glass doors on the seaward and shore parallel sides of the dwelling shall be tinted to a Transmittance Value of 45% or less through the use of tinted glass, window film or screens. (b.) All lighting will comply with types of lighting authorized by the general Permit." See E2.1. for Exterior Light Fixture cut sheet & Selections ❑012„ x Handrail Section/Elevation 3/4° 1 2 PERGOLA DETAIL A3.2 1 -O A3.2 1 -O A A3.2 South Elevation Rear Elevation 0 2' 4' 6 8' 10' 12' 14' 16' North Elevation Copyright ©2018 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, anJ specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or repproduced in part or whole in any 3orm without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. if DRAWN: MLS CONSTRUCTION DRAWINGS Project #: 16®12 Date: 4/19/18 Revised: - JUNE = 201 Sheet A3.2 r --i ~ W J C � 1 O MM� d- o �v{ E p • rl U _0 L a� O I� .moi UI W !110� MMGA h+H (B C to N DRAWN: MLS CONSTRUCTION DRAWINGS Project #: 16®12 Date: 4/19/18 Revised: - JUNE = 201 Sheet A3.2 eave flashing w/continuous cleat anchored to continuous 1x4 fascia------_---` PT cedar shingle siding on cedar shingle breather fabric, on Peel -N -stick over plywood roof deck over rafters or trusses 12 fire -rated interior finish attached to framing 2x8 eave blocking Ix4 fascia w/1x6 T&G decking where exposed vertical siding, board & batten over house wrap, on exterior sheathing over 2x6 wall studs 24" OC w/fiberglass batt insulation & sheetrock interior finish -- - R- i 19 WALL INSULAT�ON interior finish attached to framing thru wall flashing, run out and over sloped lx over 1x10 Bath eave flashing w/continuous cleat anchored to continuous 1x4 fascia ---____ PT cedar shingle siding on cedar shingle breather fabric, on Peel -N -stick over plywood roof deck over rafters or trusses \\ 12 d'sr Sim fire -rated interior finish attached to framing 2x8 eave blocking V-6" 1x4 fascia w/1x6 T&G decking where EXPOSED RAFTERS exposed -----�--- CUT FROM 3X8'5 eX h vertical siding, board & batten over house wrap, on exterior sheathing over 2x6 wall studs 24" OC w/fiberglass batt insulation & sheetrock interior finish ----- .=1m 7 R- 19 �AVALL �NSULATION fire -rated interior finish attached to framing thru wall flashing, run out and over sloped Ix over 1x10 Sim(A2.4 EXPOSED RAFTERS CUT FROM 3X8'5 ^IN M rake flashing w/continuous cleat anchored 2 to continuous 1x8 rake backer A2.4 PT cedar shingle siding on cedar shingle breather fabric, on Peel -N -stick over �)�X� Zplywood roof deck over rafters or trusses ---bed mould on 2x8 fascia 9 a' low to drip 1/2" crown on 1x8 fascia al" over 1x10 soffit interior finish on framing — see details elsewhere 9 rake flashing w/continuous cleat anchored to continuous 1x8 rake backer --- PT cedar shingle siding on cedar shingle breather fabric, on Peel -N -stick over plywood roof deck over rafters or trusses bed mould on 2x8 fascia crown on 1x8 fascia allow to drip 1/2" over 1x10 soffit - copper thru wall flashing, run out and over sloped lx over 2x6 interior finish on framing see details elsewhere — ,.. R -i1^ it C3. s\; tS I..ATii;.:•\ .._..._... cedar shingle siding on cedar shingle breather cedar shingle siding on cedar shingle breather fabric, over house wrap, on exterior fabric, over house wrap, on exterior sheathing over 2x6 wall studs 24" OC sheathing over 2x6 wall studs 24" OC w/fiberglass batt insulation & sheetrock w/fiberglass batt insulation & sheetrock - interior finish interior finis Kitchenette Studio copper wall to roof flashing, run up behind sheathing, and out over roof as shown - 9 4' 2 2.4 X100 I copper eave flashing over roof deck w/1x2 edge strip cedar shingle roofing over Ice & Water Shield or equal on 1x6 T&G W J m a c� z V) W F x W I 1 1'-1 1/8" Top PLA i oa.w« oRnwinc w scnE oa.wr« scnE oRnwrvc n x.E Eave Section thru Bath Eave Section thru Stair � g 3/4 20 3/4 21 Rake Section thru Kitchenette 3/4 22 Rake Section thru Gara¢¢e Studio 3!4' 24 Eave Section thru Garagge Studio 3!4" Copyright ©2018 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, and specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reVroduced in part or whole in any dorm without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. I£ not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. M � eave flashing w/continuous cleat anchored r -I U� w to continuous 1x8 eave backer ct PT cedar shingle siding on cedar shingle � I breather fabric, on Peel -N -stick over O MM� plywood roof deck over rafters or trusses— W ` +� o ct3 � O • rl U \ 12 \ 7 G� O A2.4 crown on 1 x8 fascia allow to drip 1 , A2.4 tQ over 1 x6 'T&G soffit — — U L Ct L I� in r bed mould on 2x8 fascia—_ _ I ....q...awl,..q...qa.�.a�..v,...��...<....\...�.a�....,..A..,a..,�...q...q.,....�,..,�ee..a.,...A.aga\..:.,.,. �,.,aa.�...,.a��A„ . �,..�....,...,�..v�.,�.:.,...q...a...�.,o�...q..,a...�,..,�,aO.a,�...a.-J �\�\ interior finish on framing see details elsewhere 8'-1 1/4" HEAD HEIGHT 70 V-2." ^IW Studio I I �la OD window- sill flashing run out to drip— window sil interior finish on framing, see details elsewhere a h I• N R, N prestressed concrete floor 21.92'\1 �N it i \\x beam by engineering flashing run min. 6" up behind flared cedar shingle siding and out over bed mould as shown bed mould on PT 2x6 sealed to brick the brick tile over wall as detailed by engineering fire -rated interior finish on 2x4 sleepers (24" OC) attached to wall as detailed by O engineering (,. ZN :. � J W¢: z W ' ao a) I't z • , N,U , Qj }ate. ¢U .: . Y• W X. m. s concrete slab over VB over compacted earth footing as per engineerin ; SEE ENGINEERING F R STRUCTURAL INFORMAT ON .. oa.w« oRnwinc w scnE oa.wr« scnE oRnwrvc n x.E Eave Section thru Bath Eave Section thru Stair � g 3/4 20 3/4 21 Rake Section thru Kitchenette 3/4 22 Rake Section thru Gara¢¢e Studio 3!4' 24 Eave Section thru Garagge Studio 3!4" Copyright ©2018 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, and specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reVroduced in part or whole in any dorm without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. I£ not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. M � r -I U� w ct � I ct O MM� W v +� o ct3 � O • rl U G� O tQ U L Ct L I� in DRAWN: MLS CONSTRUCTION DRAWINGS Project #: 16012 Date: 4/19/18 Revised: a A,INAAY25 2018 Sheet A9.1 provide service for all E AUST FAN W IGI- " to disposal ............ ................. l DOOR SWITCH! C� Iii ,� __ _`.�..._.�• {: ti i iii e.•• i Ll..` " . i ..--....i.....__... i ii. i' OUTLETS IN ISLAND: ""-- 32" AFF ROUND COVER Note: All cover plates shall bejumbo'size. See Finish Schedules for size of basefor each room. ' It shall be the electrical contractor's responsibility to coordinate baseboardsizes with other trades. receptacle turned vertically (typical) baseboard up to 6 i/z" tall on the flat face . of baseboard o ' Split -wired rya 125v duplex wall outlet. ® 15a I25v 3 wire single pole w/ground duplex floor outlet in flush brass floor box. ... .... SECOND FLOOR r6ceptacle turned horizontally (go–to vertical as shown) baseboard over 6 1/2" tall on the flat face of baseboard _..._............................................ _......_ ................ _.........N.__. 15a 125-277v dimmer switch. FIRST FLOOR ELECTRICAL OUTLET LOCATIONS341 1 i �o, E3 �9.1 U H W locate above mantel Electrical Plan Key ORecessed or surface compact fluorescent bulb light or LED 4' square Recessed LED, Elitco Lighting RS41z3oKRF or similar. Ceiling fan. See schedule for indication of whether fan includes lights. O �. New doorbell button. New items are generally shown bold as indicated here. ® Adjustable eyeball recessed compact fluorescent bulb light. I—I Doorbell chimes. (Install transformer in closest available concealed 4� accessible space.) ® Wall -washer recessed compact fluorescent bulb light. - Large pendant ceiling fixture. Small penda t ceiling fixture. T-' Wall fixture... -- Wired Combination Carbon Dioxide & Smoke detector (120V w/battery backup). Provide in every bedroom, & interior cooking area. 0 Empty wall box for computer or telephone w/3/4" conduit & pull string to above ceiling or to other accessible space. F,XTFRT0R T.TCTT-TTTNCT '�("T _VT_)TTTF FIXTURE 15a 125v 3 wire single pole w/ground duplex wall outlet equal to Hubbell #5252. }� �{ Isa 125v duplex GFCI wall outlet equal to Leviton #8o1-65991. MANUFACTURER 2oa 125v 3 wire single pole w/ round duplex wall outlet equal to Hubbell #5362 served by dedicated 2oa circuit. }� Split -wired rya 125v duplex wall outlet. ® 15a I25v 3 wire single pole w/ground duplex floor outlet in flush brass floor box. ... .... 15a 125-277v single pole switch equal to Hubbell #1201. .... ........ .. 11 ... .... I.,....... .. ........ ..... .._ ... ....... ....-...... �3 15a 125-277v 3 -way switch equal to Hubbell #1203. 4 15a 125-277v 4 -way switch equal to Hubbell #1203. D 15a 125-277v dimmer switch. W locate above mantel Electrical Plan Key ORecessed or surface compact fluorescent bulb light or LED 4' square Recessed LED, Elitco Lighting RS41z3oKRF or similar. Ceiling fan. See schedule for indication of whether fan includes lights. O �. New doorbell button. New items are generally shown bold as indicated here. ® Adjustable eyeball recessed compact fluorescent bulb light. I—I Doorbell chimes. (Install transformer in closest available concealed 4� accessible space.) ® Wall -washer recessed compact fluorescent bulb light. - Large pendant ceiling fixture. Small penda t ceiling fixture. T-' Wall fixture... -- Wired Combination Carbon Dioxide & Smoke detector (120V w/battery backup). Provide in every bedroom, & interior cooking area. 0 Empty wall box for computer or telephone w/3/4" conduit & pull string to above ceiling or to other accessible space. F,XTFRT0R T.TCTT-TTTNCT '�("T _VT_)TTTF FIXTURE FIXTURES TYPE OF MOUNT FIXTURE MOUNTING MANUFACTURER FIXTURE FIXTURE PRODUCT SIZE COLOR OF BULB WATTAGE LABEL QUANTITY HEIGHT 1 SYMBOL PICTURE n E 1 2 Wall Scounce 1st floor Thomas Turtle Light___ Size 3 Mus t b e 30 watt max Exterior Lighting 8'-0" above 1st floor finished floor Thomas Thos Li htin Lighting Residential Width 17.5" Diameter 20.25"a lamped with Wildlife Ctj Catalog no. SL9270-7 Height 20.75" Lighting C p • rl certified bulb U E2 6 In Pool lighting In Pool Hayward Pool _0 ^, Size M u s t b e 30 watt max � O C staLo cTM Pool All Width 1.48" lamped with ra & Spa Lights U L- Height 10.64" a Wildlife L 03 Catalog no.: 4-J �. Lighting C UNIVCRISTAL certified bulb E3 3 Wall Step Lighting 2nd floor Juno Size 3 M ❑ s t n e 30 watt max Exterior Lighting 1'-0" above I C LED o u t d o or Width y, lamped with 2nd floor finished floor performance step hgl Height 3,, a Wildlife C a t a l o g N o Light ng IC 11511EDHSG certified bulb E4 3 Wall Scounce 1st floor Holly Lighting Hunt Li hti Size 3 Amber LED 30 watt niax Exterior Lighting 8'-0" above 1st floor finished floor Cerchio Sconce Catalog no. CHO-SCN Width 17.5" Diameter 20.25" See elevations Height 20.75" 2nd floor 1'-0" APP Sea turtle protection requirements F.A.0 62B-34.070(4) :All lighting will comply with types of lighting authorized by the general Permit." Telephone wall jack. PLAN NOTES 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & �-- - - - -------- conditions at jobsite. 2. See A0.1 for specifications & Notes 3 Sea turtle protection requirements F A C 62B-34.070(4) •Al1 lighting will . _ comply with types of lighting authorized by the general Permit." E2 E2 E2 r— E2 E2 E2 First Level Electrical Plan 0 2' 4' 6' 8' 10' 12' 14' 16' provide propane st€Ib olli for alternate grill location Copyright ©2018 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, and specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others or re r oduced in art or p P whole in an 1 r y o m without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. iff DRAWN: MLS CONSTRUCTION DRAWINGS Project #: 16012 Date: 4/19/18 Revised: Sheet E2.1 r— W n � 1 U n I GJ C) v +� Ctj u C p • rl U ;Z _0 ^, � O ra U L- l W � L 03 MGA w 4-J In C DRAWN: MLS CONSTRUCTION DRAWINGS Project #: 16012 Date: 4/19/18 Revised: Sheet E2.1 Hayward Universal CrystaLogicTM Pool & Spa Lights I In Ground Pool H , \\kNNf4" ' 11" �\\\Nl A R D 3= t"'M.� 'S s� Universal. r�,. § Ics r;,);sl �:i:1:e , ?€-s';S .,? �.s: �.ii.... �.3£,€,. Lighting LI:.�3 t.., t. _.. �..i"�tst;i,_ ..� Pool �, Ll ., Specs LED Page 1 of 2 Universal Crystal-ogic"'I Pool E1. Spa Lights ITEM # UNIVCRISTAL Description Crystalogic is available to virtually an One; its ati-ptastir_ construction is truly universal. It's UL listed to retrofit virtually any installed niches, allowing most lights I o be upgraded, These 12V, 2 -wire, all -plastic tights can be installed as close as 4 inches from the waterline, and even upward facing without a rock guard, opening a wide Lange of new applicati ns. The optimized LED and optic: design delivers both extraordinary lumen per watt energy efficiency and associated tong lifetime cost:, Our I DOW spa, 30OW and 50OW ecquiva ent pool lights are the industry's brightest based on each po et- rating'. All pool and spa tights offer dramatic energy savings ol 84% over the incandescent tights they replace. 'Based on measured test data at the time of print, • Brightest 100W spa, 300W and 50OW e uavalent pool LED lights • Uses up to 84% less energy than incandescent lights and lasts tap to 10 times longer • UL listed to retrofit into most manufacturers' installed inches makes Crystalogic truly universal • 12V, 2 -wire, all -plastic construction with an unbreakable lens make these lights intrinsically safe and easy to install • Energy and maintenance savings can deliver a payback in less than two years • Can be installed as close as 4'° from the waterline and upward facing without a rock guard, suitable for main pool/spa illumination, beach entries, steps, she Ives, water features etc. • UCL Thin Niche provides incredible installation savings for new construction • Color Trim Rings for pool and spa lights include smooth white and silver luster starburst- both ship with product • Additional Trim Rang options include white starburst, black, blue, beige Et gray t https://www.hayward-pool. com/prd/In-Ground-Pool-Lighting-LED-Uni LED 11 Watt R30 Medium Base Turtle Light Wildlife Lighting Approved in the -Crystalogic... 5/23/2014 Page 1 of 2 Approvals: UL Listed FCC Wildlife Lighting Approved Replace Bulb 75 Watt << return to LED TugLeLic�llts My Catalog ,x`.20 2 It��:Cr,,.S1t1Aat"a ine. (888) 329-2705 info' eco-smart.com www.eco-smart.com QUOTE PRINT ad Horne Ohmc C 5 t D c k... F l ...� ,Ur.C... �s,arfail¢ ,E .dc,... Air C,.. �tv i I.,si 9 v inn A. xY)ii in e4 Fk _a,nd'm,aoe Fence `rotec,t'on J Water .-tea:i http://www.ecosmartinc.coni/catled/LED_turtle_lights-11 WR30.php �,i1Cr3 r > a I c, 4 e.. v Fuel Ceiis t Hort« Retrofit Kits Paints & C, at•r:gs li Paving S, t`i'.,.' purfticat ? ? i WaterSavino 5/23/2014 TH0,,MA £, SL92707 1 -light Outdoor Wall Lantern in Black finish One -light turtle light in black plastic. Injection molded polycarbonate resists corrosion. Provides 100% light cut-off. Suitable for costal regions with light restrictions for turtle nesting areas. Additional information SKU S L92707 Family Name Plastic Outdoor Finish Black Location Outdoor Light Source Incandescent Fixture Type Wall Height 12" Width 5" Extends 5" Bulb Included? No Number of Lights 1 x 50W Wattage 50W Wet / Damp WET @Thomas Lighting 1 12 Willow Lane, Nesquehoning, PA 18240 1 888-202-9605 1 sales@thomaslighting.com HOLLY HUNT LIGHTING KEVIN REILLY COLLECTION CERCHIO HANGING LAMP CHO-HL SIZE 1 24-5" 62 CM DIAMETER: 24!-" 6% CM HEIGHT 25.25' 67 CM SIZE 2 LABEL QUANTITY DIAMETER: 21.5" 55 CM HEIGHT: 22.5" 57 CM SIZE 3 25.5" 65 CM DIAMETER 17.5' 44 CM HEIGHT: 18.75" 48 CM SIZE 4 20.25" 51 CM DIA:MEI11 14.25° 36 CM HEI(3HT 1.5" 38 CM SIZE 5 14.25" 86 CM DIAMETER 10.25" 26 CM HEIGHT: 17_25" 29 CM SUITABLE FOR OUTDOOR USE IN SELECT FINISHES U.1-. LISTED 10.25" 26 CM CERCHIO SCONCE CHO-SCN SIZE 1 WIDTH: 24-5" 62 CM DE PT 11: 28.5" 72 CM HEIGHT: 29'' 74 CM SIZE 2 LABEL QUANTITY WIDTH 21.5" 55 CM DEPTH 25" 64 CM HEIGHT: 25.5" 65 CM SIZE 3 Wall Scounce 1st floor WIDTH: 17.5" 44 CM DEPTH 20.25" 51 CM HEIGHT 20.75" 53 CM SIZE 4 Thomas Lighting Residentiala WIDIH 14.25" 86 CM CI -;'Til: 6.5"' 42 CM HE GH T: 17" 41 CM SIZE 5 Height 20.75" WIDTH: 10.25" 26 CM DEPTH: 12" 80 CM HEIGHT; 12.25" 31 CM SUITABLE FOR OUTDOOR USE .N SELECT FINISHES U.L. LISTED 6 In Pool lighting PLEASE CONFIRM DETAILS Or THIS 'I FAR SHEET WITH YOUR LOCAL SALES ASSOCIATE 8.13 HOLLY HJNT 871 WEST HnAMS S7 PEE' '_'UI rE 700 C kICAO011 60607 T 801 3H 3145 H0i I VTUIN ccM ALL. DESIGNS AHE PROTFCTEC BY COPYRIGH7 ANTI THE TRAOEf i.ARr LAVs OG THC U.S 2013 i101.,Y HUNT ENTERPRISE. II'C EXTERIOR LIGHTING SCHMUT,F FIXTURE FIXTURES TYPE OF MOUNT FIXTURE MOUNTING MANUFACTURER FIXTURE FIXTURE PRODUCT SIZE COLOR OF B:'LB WATTAGE LABEL QUANTITY HEIGHT SR SYMBOL PICTURE WH White Textured E 1 2 Wall Scounce 1st floor Thomas Turtle Light a� Size 3 Must 1• e 30 watt max Exterior Lighting 8'-0" above 1st floor finished floor Thomas Lighting Residentiala v Width 17,5° Diameter 20.25" lamped with W i 1 dl i fe O Catalog no. SL9270-7 Height 20.75" Lighting E certified bulb o E2 6 In Pool lighting In Pool Hayward Pool Size M u s t b e 30 watt max a� CrystaLogicTM Pool u Width 1.48" limped with ra & Spa Lights Catalog no.:iS Height 10.64" a Wildlife Lighting L \ LID UNIVCRISTAL ceified bulb E3 3 Wall Step Lighting 2nd floor Juno Size 3 M u s t b c 30 watt max Exterior Lighting P-0" above IC LED outdoor Width 9" lanlped with 2nd floor finished floor performance step light fis Height 3" a Wildlife Catalog No Lighting IC115LEDHSG certified bulb E4 3 Wall Scounce 1st floor Holly Hunt Lighting Size 3 Amber LED 30 watt max Exterior Lighting 8'-0" above 1st floor finished floor Cerehio Sconce Catalog no. CHO-SCN —0 Width 17.5" Diameter 20.25" See elevations 1[ Height 20.75" 2nd floor 1'-0" AFP Sea turtle protection requirements F.A.0 6213-34.070(4) :All lighting will comply with types of lighting authorized by the general Permit." G5.6.5 JURO IC LED OUTDOOR Project: PERFORMANCE STEP LIGHT Fixture Type: LED Location: IC 1 15LEDHSG, 838LED Contact Phone: � IP65 IN PRODUCT DESCRIPTION° The Performance LED step light is rated for use in outdoor or indoor wall mount applications including concrete pour, brick masonry or drywall • May be used as LED retrofit kit for existing Juno PL1 15 outdoor rated step lights installed in application • Recessed housing is IC rated and can be completely covered with insulation • Back housing ships separately from power module trim for rough -in purposes • Designed to provide 50,000 hours of life • 5 year warranty on LED components. ENVIRONMENTALLY FRIENDLY, ENERGY EFFICIENT • No harmful ultraviolet or infrared wavelengths • No lead or mercury PRODUCT SPECIFICATIONS Housing Die cast aluminum housing painted white for durability • Gasket for water tight seal in wet locations provides IP65 rating with 838LED trim • Cover plate provided to protect housing interior during rough -in • (2) '/2" conduit compression fittings provided for wiring • (1) conduit fitting plug included • Two brackets supplied for nailing unit to studs. Power Module Trim LED light engine and driver mounted directly to trim assembly for ease of wiring and installation into housing after rough -in. LED Light Engine: LED PCB utilizes 1 watt high lumen output LEDs binned to Energy Star standards • 3000K or 4000K color temperatures available. LED Driver: Non -dimming driver accommodates input voltage of 120 volts AC at 50/60Hz • Power factor > 0.9 at 120V input • Driver is thermally protected and has integral overload and short circuit protection • Terminal connections provided as standard for easy removal. Trim: Available in textured white, black, bronze or silver corrosion resistant paint on cast aluminum • Fastens to housing with two alien head screws • Matte textured diffuser supplied with all trims. Life Rated for 50,000 hours at 70% lumen maintenance. Labels UL listed for wet locations, concrete pour approved • UL and cUL Listed, RoHS compliant • UL Listed as LED conversion retrofit kit for Juno PL1 15 outdoor rated step light • IP65 rated. Testing All reports are based on published industry procedures; field performance may differ from laboratory performance. Specifications subject to change without notice DIMENSIONS �-` 9 3/4" °O © 3 5/8" 9" X 3" WALL OPENING ELECTRICAL DATA Input Voltage 120V Input Power 13.8W (+/-8%) Input Current 0.12A Frequency 50/60Hz THD <10% Minimum starling temp -20°C (-4°F) ORDERING INFORMATION: Housing and power module trim each ordered separately. For use as a retrofit, order power module trim only. Example: IC 15LEDHSG I Example: 838LED 13W 40K 120 BL Back Housing ICI 15LEDHSG N Power Module Trim Color Wattage Temperature Voltage Trim Finish 838LED 0 13W 13 Watts 30K 3000K 0 I 120 120V SL Black Textured � 40K 4000K BZ Bronze Textured SR Silver Textured WH White Textured \; d 1 300 S. Wolf Road • Des Plaines, IL 60018 • Phone 18471 827-9880 • Fax 1847) 827-2925 • Visit us at www.acuitybrands.com/luno-recessec Printed in U.S.A. 02017 AcuityBrands li htin Inc. Rev. 03101117 1 of 2 9 9, Copyright @2oi8 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, and specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or reproduced in part or whole in any form without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the lob site. (3� ,--I w � O a� v +� O E o •PwI U ;z _0 a� O ra U L 4-1 LID DRAWN: MLS CONSTRUCTION DRAWINGS Project #: 16012 Date: 4/19/18 Revised: Sheet E2.2 DESIGN CRITERIA INTERIOR ZONE (PSF) DESIGN CODE: --------------- 2017 FLORIDA BUILDING CODE - RESIDENTIAL +30.2 -32.9 DESIGN LOADS: -------------- ACTUAL AND UNIFORM +27.1 -29.6 ROOF LOADING: (cd=1.25) +25.7 -28.2 TOP CHORD LIVE LOAD - - - - - - - - - - - - - - - - - - - - - - 20 psf -29.6 TOP CHORD DEAD LOAD - - - - - - - - - - - - - - - - - - - - - - 7 psf (ALL OTHER) NT TOLERANCE: PLUS OR MINUS 2 INCHES. BOTTOM CHORD LIVE LOAD -------------------- 0 psf APPROVED TESTING BOTTOM CHORD DEAD LOAD - - - - - - - - - - - - - - - - - - - 5 psf OF THE REINFORCING FOR EACH PILE; EACH INDIVIDUAL PILE DEPTH AND QUANTITY OF FLOOR LOADING: (cd=1.00) INSTALLED PILES; T TOP CHORD LIVE LOAD (INTERIOR) ________ - - - - 40 psf FOR ALL OF THE PILES; AND DEVIATION OF EACH PILE FROM THE SPECIFIED LOCATION TOP CHORD LIVE LOAD (BALCONIES) -------------- 60 psf FOUNDATION PLAN CNLY TOP CHORD DEAD LOAD _ ______ --_- 20 psf ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS BOTTOM CHORD LIVE LOAD _________ 0 psf STRUCTURAL ENGINE BOTTOM CHORD DEAD LOAD ------------------- 5 psf OTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS DEFLECTION CRITERIA: CENTERED IN SLAB ON GRADE USING SUPPORT BARS AND CHAIRS. IN ALL CONTINUOUS FOOTINGS PROVIDE ROOF FRAMING: LIVE LOAD L/360 TOTAL LOAD L/240 ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH FLOOR FRAMING: LIVE LOAD L/480 & TOTAL LOAD L/360 & 0.75" MAX THE GEOTECHNICAL WIND LOADING: (ASCE 7/10) TESTS AS CONSIDERED NECESSARY FOR QUA_ITY CONTROL. WHERE FOUNDATIONS OR OTHER CRITICAL ELEMENTS ARE BASIC WIND SPEED --------_ _--_ ------ 130 MPH MADE BY THE GEOTECHNICAL IMPORTANCE FACTOR _---------------------_ 1.00 BOOK OF STANDARDS OF THE AMERICAN SOCIETY OF TESTING AND MATERIALS (ASTM). MEAN ROOF HEIGHT _----------------------_ 26 FT GEOTECHNICAL ENGINEER ROOF PITCH --_---_ - - - - - - - - - - - - - - - - - - - 7/12 NOTED AS "CANTILEVERED" ON PLAN OR DETAILS, WALLS RETAINING EARTH MUST BE SHORED BUILDING CATEGORY _-------------------- II PLACED. THE CONTR EXPOSURE CATEGORY _--_--_---_ _--__--_-_ D BRACING AND SHORING. ENCLOSURE CLASSIFICATION -_---_ _------_ ENCLOSED 101 INTERNAL PRESSURE COEFFICIENT _------_ __ f .18 COMPONENTS & CLADDING ALLOWABLE PRESSURES TRIBUTARY AREA (sf) INTERIOR ZONE (PSF) EDGE STRIP (PSF): 'a' = 5'-0" 10 +30.2 -32.9 +30.2 -40.5 50 +27.1 -29.6 +27.1 -34.2 100 +25.7 -28.2 +25.7 -31.2 GARAGE DOOR PRESSURES (PSF) 1 CAR +30.2 GARAGE FOUNDATION WITH 14" DOOR -32 9 (8'x7') SHEAR, THE PILE DEPTH 2 CAR +27.1 GARAGE THE PILE DEPTH MAY DOOR -29.6 (16'x7') AUGER PILE PLACEM THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED • COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. • LINEAR INTERPOLATION IS PERMISSIBLE. • PLUS = PRESSURE AND MINUS = SUCTION. • THE DISTANCE 'a' FROM OUTSIDE CORNERS OF BUILDING SHALL BE DESIGNED FOR EDGE STRIP PRESSURES. • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. FEMA RELATED DESIGN CRITERIA. FEMA RELATED DESIGN CRITERIA FEMA (BFE): FEMA VE 13 (NGVD) + 2 FT DU = 15 (NGVD) = +13.90' NAVD DEP MONUMENT NUMBER - DU R-046 100 YR, STORM ELEVATION - +16.3' NAVD (FROM SITE SPECIFIC DETERMINATION) 100 YR. STORM DESIGN GRADE ELEVATION - +4.40' NAVD (FROM MONUMENT) STRUCTURAL METAL CONNECTORS ARE IN CONFORMANCE WITH TABLE 1, FEMA - TECHNICAL BULLETIN 8 96. ALL CONCRETE REBAR COVERAGE HAS BEEN SPECIFIED AS REQUIRED BY ACI. VE CONSTRUCTIONI CERTIFICATION STATEMENTS AT THE FEW LOCATIONS WHERE THE PILE SPACING HAS BEEN REDUCED TO LESS THAN 8:1 RATIO (PER FBC 3109.4), THE PILES HAVE BEEN DESIGNED TO RESIST THE ADDITIONAL LOADS FROM FLOOD WATERS AND TRAPPED DEBRIS. MOVEMENT DUE TO COMBINED FIND. AND STRUCTURE IS ANCHORED TO RESIST FLOTATION, COLLAPSE AND LATERAL THE MBIN EFFECTS OF WIND AND WATER LOADS ACTING SIMULTANEOUSLY ON THE BLDG. COMPONENTS THAT RECEIVE SUCH LOADING. BREAKAWAY ELEMENTS COMPLY WITH THE INTENT OF TECHNICAL BULLETIN 5 'FREE OF OBSTRUCTION REQ'. GENE[-NI/AL NOTES GENERAL NOTES: THESE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, MEANS AND METHODS, BRACING, SHORING, FORMS, SCAFFOLDING, GUYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER OR STRUCTURAL OBSERVERS SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. TYPICAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. ALL WORK, MATERIALS AND CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES, REGULATIONS AND SAFETY REQMT'S. FOR CLARITY, ALL OPENINGS MAY NOT BE SHOWN ON DRAWINGS. SEE ALSO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING PLANS. ALL OPENINGS AND PENETRATIONS SHALL BE LOCATED AND VERIFIED BY ALL TRADES FROM DRAWINGS MADE BY THEM. CONTRACTOR SHALL NOT PROCEED WITH ANY WORK SHOWN ON DRAWINGS IF IN CONFLICT UNTIL RECEIVING CLARIFICATION FROM ARCHITECT. FOR FRAMING AT OPENINGS, SEE TYPICAL STRUCTURAL DETAILS. WHERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION OR PLAN NOTE IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL SIMILAR OR LIKE CONDITIONS UNLESS OTHERWISE NOTED. CONTRACT DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE STRUCTURAL DOCUMENTS (DRAWINGS AND SPECIFICATIONS), BUT DO NOT INCLUDE SHOP DRAWINGS, VENDOR DRAWINGS, OR MATERIAL PREPARED AND SUBMITTED BY THE CONTRACTOR. CONTRACT DOCUMENTS SHALL GOVERN IN THE EVENT OF A CONFLICT WITH THE CODE OF PRACTICE OR SPECIFICATIONS OF ACI, PCI, AISC, SJI OR OTHER STANDARDS. WHERE A CONFLICT OCCURS WITHIN THE CONTRACT DOCUMENTS, THE STRICTEST REQUIREMENT SHALL GOVERN. MATERIAL, WORKMANSHIP, AND DESIGN SHALL CONFORM TO THE REFERENCED BUILDING CODE. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. FOR DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS, SEE ARCHITECTURAL DRAWINGS. DO NOT SCALE FOR DIMENSIONS NOT SHOWN ON DRAWINGS. SEND WRITTEN REQUEST FOR INFORMATION TO THE ARCHITECT FOR DIMENSIONS NOT PROVIDED. ALL DIMENSIONS AND ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS. RESOLVE ALL DISCREPANCIES WITH ARCHITECT PRIOR TO START OF CONSTRUCTION. DO NOT SCALE DRAWINGS COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DOCUMENTS. ARCHITECT/STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY OR OMISSION. CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION. CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS. CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA SAFETY REGULATIONS FOR ITS EMPLOYEES. NO STRUCTURAL CHANGE FROM THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE IN THE FIELD UNLESS WRITTEN APPROVAL IS OBTAINED PRIOR TO MAKING SUCH CHANGE. CHANGES WITHOUT THE WRITTEN APPROVAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONDITION SHALL BE REPAIRED OR REPLACED AS DIRECTED. THE MECHANICAL CONTRACTOR SHALL COORDINATE INSTALLATION OF THE REQUIRED INSERTS WITH THE GENERAL CONTRACTOR. REFEF TO MECHANICAL DRAWINGS FOR SUPPORT STRUCTURES AND INSERTS. THE MECHANICAL CONTRACTOR SHALL FURNISH ALL NECESSARY STRUCTURES FOR MECHANICAL EQUIPMENT, HANGING DEVICES AND INSERTS FOR INSTAL LATION OF MECHANICAL EQUIPMENT. GUARDRAILS AND H NDRAILS: SHALL BE DESIGNED PER FBC. COMPLIANCE WITH THESE REQUIREMENTS IS THE RESPONSIBILITY OF THE RAILING MANUFACTURER. WATERPROOFING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. rfCG-GIVl711VCGf000 IVII l."GLLF\IjL_U JJ J If\VV IIJfVLJ. ANY EYEBROW, CANOPY, ALUMINUM COMPONENT OR ANY OTHER BUILDING APPENDAGES NOT SPECIFICALLY DETAILED HEREIN SHALL BE DESIGNED BY OTHERS AT THE EXPENSE OF THE CONTRACTOR. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF MISCELLANEOUS ATTACHED STRUCTURES TO THE MAIN STRUCTURE INDICATING CONNECTION POINTS, REACTIONS AND FASTENER REQUIREMENTS PRIOR TO FABRICATION OF MISCELLANEOUS STRUCTURE AND PRIOR TO CONSTRUCTION OF AIN STRUCTURE. CONTRACTOR SHALL COORDINATE LOADING REQUIREMENTS WITH ANY OTHER PRE-ENGINEERED C MPONENT SUCH AS ROOF FLOOR AND ROOF TRUSS ENGINEERING. ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F1554 GRADE 36. QT WIRE ROPE: GALVANIZED "AIRCRAFT" DESIGNED 7x19, 270KSI WIRE ROPE. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE '/4" LARGER THAN REBAR SIX AND '/8" LARGER THAN THREADED ROD SIZE. (U.O.N.) EPDXY: RED HEAD EPCON G5. REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. WELDED WIRE FABRI (WWF): SHALL BE ASTM A185. FOUNDATIONS: SHALL BE DEPOSITED EVENLY IN 8" TO 12" LIFTS AGAINST BOTH SIDES OF WALL UNTIL A SOILS REPORT WAS NOT PROVIDED TO LOU PONTIGO & ASSOCIATES (LPA). LPA HAS DESIGNED A PILE SUPPORTED FOUNDATION WITH 14" DIAMETER AUGER CAST PILES WITH A GROUT STRENGTH OF 5000 PSI. LPA HAS ASSUMED THE AUGER CAST PILES FO HAVE A CAPACITY OF 40 TONS IN COMPRESSION, 13 TONS IN TENSION AND 4 KIPS IN SHEAR, THE PILE DEPTH HAS BEEN ASSUMED TO BE -20.00' NAVD. IT IS THE RESPONSIBILITY OF THE CONTRACTOR/OWNER TO HIRE A GEOTECHNICAL ENGINEER TO VERIFY PILE DEPTH. THE PILE DEPTH MAY BE MODIFIED AFTER A GEOTECHNICAL INVESTIGATION IS PERFORMED.. ALL AUGER PILE REI FORCEMENT SHALL HAVE A MINIMUM CONCRETE COVER OF 3" TO THE #3 TIES. AUGER PILE PLACEM NT TOLERANCE: PLUS OR MINUS 2 INCHES. THE CONTRACTOR S ALL ENGAGE THE SERVICE OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR AN APPROVED TESTING AGENCY TO SUPERVISE AND CERTIFY THAT THE PILE INSTALLATION COMPLIES WITH THE DESIGN REQUIREMENTS. RECORDS OF THE REINFORCING FOR EACH PILE; EACH INDIVIDUAL PILE DEPTH AND QUANTITY OF CONCRETE GROUT V LUME INSTALLED FOR EACH PILE; TOTAL NUMBER OF INSTALLED PILES; TOTAL LENGTH OF INSTALLED PILES; T TAL CALCULATED CONCRETE GROUT VOLUME FOR ALL OF THE PILES; ACTUAL TOTAL CONCRETE GROUT VOLUME INSTALLED FOR ALL OF THE PILES; AND DEVIATION OF EACH PILE FROM THE SPECIFIED LOCATION SHALL BE KEPT ANE SUBMITTED TO THE ENGINEER OF RECORD UPON COMPLETION OF THE AUGER PILE WORK. FOUNDATION PLAN CNLY CONVEYS STRUCTURAL INFORMATION, FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT THE STRUCTURAL ENGINE R.. UNLESS OTHERWISE OTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE USING SUPPORT BARS AND CHAIRS. IN ALL CONTINUOUS FOOTINGS PROVIDE 4 @ 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IIN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS THE GEOTECHNICAL ENGINEER SHALL ACT AS THE OWNER'S REPRESENTATIVE AND SHALL MAKE OBSERVATIONS AND TESTS AS CONSIDERED NECESSARY FOR QUA_ITY CONTROL. WHERE FOUNDATIONS OR OTHER CRITICAL ELEMENTS ARE TO BE SUPPORTED ON ENGINEERED FILL, CONTINUOUS OBSERVATIONS AND TESTS OF GRADING OPERATIONS SHALL BE MADE BY THE GEOTECHNICAL ENGINEER. ALL TESTS SHALL BE PERFORMED IN ACCORDANCE WITH PROCEDURES SET FORTH IN THE CURRENT BOOK OF STANDARDS OF THE AMERICAN SOCIETY OF TESTING AND MATERIALS (ASTM). WHERE FILL IS REQU RED, IT SHALL BE PLACID IN ACCORDANCE WITH INSTRUCTIONS OF THE PROJECT GEOTECHNICAL ENGINEER TO MAINTAIN DESIGI BEARING PRESSURE. UNLESS SPECIFICALL NOTED AS "CANTILEVERED" ON PLAN OR DETAILS, WALLS RETAINING EARTH MUST BE SHORED CONTINUALLY PRIOR TO COMPLETION OF STRUCTURAL SLABS ON GRADES AND/OR ELEVATED SLABS HAVE BEEN PLACED. THE CONTR CTOR SHALL BE RESPONSIBLE FOR PROVIDING THE DESIGN, ADEQUACY, SAFETY, AND STABILITY OF TEMPORARY ERECTION BRACING AND SHORING. BACKFILL AGAINST WALLS SHALL BE DEPOSITED EVENLY IN 8" TO 12" LIFTS AGAINST BOTH SIDES OF WALL UNTIL THE LOWER FINAL GRADE IS REACHED. CONTRACTOR SHALL PROVIDE ADEQUATE BRACING OR SHORING FOR ALL WORK DURING THE CONSTRUCTION PERIOD. BACKFIL_ SHALL NOT BE PLACED AGAINST WALLS UNTIL THE WALLS HAVE ACHIEVED 75% OF S D ECIFIED DESIGN STRENGTH. FOOTINGS SHALL BE CENTERED ABOUT COLUMN LINES UNLESS NOTED OTHERWISE. TOP OF FOOTING ELEVATIONS PROVIDED ON DRAWINGS ARE FOR PURPOSES OF CONTRACT & SHALL BE ADJUSTED, AS REQUIRED, AT TIME OF EXCAVATION TO BEAR ON PROPERLY PREPARED SUPPORT SUBGRADE (PER GEOTECHNICAL REPORT RECOMMENDATIONS OR FIELD DIRECT VES OF GEOTECHNICAL ENGINEER ON SITE) OR TO ADJUST FOOTING ELEVATIONS TO AVOID INFLUENCE BETWEEN FOUNDATIONS & BURIED PLUMBING. SEE TYPICAL FOOTING -TRENCH INFLUENCE DETAIL FOR SIMILAR REQUIREMENTS FOR INFLUENCE BETWEEN FOUNDATIONS & BURIED PLUMBING. DO NOT EMBED PIPING WITHIN OR PASS PIPING VERTICALLY OR HORIZONTALLY THROUGH ISOLATED FOOTINGS. WHERE THE GEOTECHNICAL ENGINEER FINDS AN UNSTABLE CONDITION IS BEING CREATED, EITHER BY CUTTING OR FILLING, THE WORK SHALL NOT PROCEED IN THAT AREA UNTIL AN INVESTIGATION HAS BEEN MADE AND THE GRADING PLAN REVISED. 36 FILL TO BE COMPAC ED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557. PLACE FILL IN LAYERS OF 8" THICK MAXIMUM & UNDER THE DIRECT SUPERVISION OF THE GEOTECHNICAL ENGINEER. FILL TO BE TESTED TO VERIFY COMPACTION AS REQUIRED BY THE GEOTECHNICAL ENGINEER. TESTS FOR DEGREE DF COMPACTION SHALL BE DETERMINED BY THE ASTM D-1556 OR ASTM D-2922 TEST METHODS. OBSERVATION AND F ELD TESTS SHALL BE CARRIED ON DURING FILL AND BACKFILL PLACEMENT BY THE GEOTECHNICAL ENGINEER TO ASSIST THE CONTRACTOR IN OBTAINING THE REQUIRED DEGREE OF COMPACTION. IF LESS THAN 95 (U.O. . IN SOILS REPORT) PERCENT IS INDICATED, ADDITIONAL COMPACTION EFFORT SHALL BE MADE WITH ADJUSTMENT 07 THE MOISTURE CONTENT AS REQUIRED COMPACTION IS OBTAINED. CONCRETE SLABS ON GRADE (BREAK -AWAY): SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. C.J. DENOTES CONCRETE SLAB "CONTROL JOINT" WHICH SHALL BE CUT INTO THE SLABS AT A DEPTH OF Y, TIMES THE THICKNESS OF THE SLAB WITHIN 12 HOURS OF PLACING THE CONCRETE. MAXIMUM SPACING OF CONTROL JOINTS, UNLESS NOTED OTHERWISE, SHALL BE 5-0" (MAX.) IN EACH DIRECTION (FEMA REQUIREMENT). . REFER TO ARCHITECTURAL/MECHANICAL FOR SLAB FINISHES, SLAB DEPRESSIONS, THICKENED SLABS (IN ADDITION TO THICKENED SLABS NOTED ON STRUCTURAL DRAWINGS), ELEVATIONS, AND ENCASED OR EMBEDDED ITEMS, PLUMBING AND ELECTRICAL CONDUITS SHALL BE PLACED BELOW THE SLAB AND NOT WITHIN THE SLAB. VERTICAL PENETRATIONS ARE ALLOWED. CONCRETE REINFORCING REINFORCING STEEL AND ACCESSORIES SHALL BE DETAILED IN ACCORDANCE WITH ACI 315-99 (MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES) AND CRSI MSP2-01 (MANUAL OF STANDARD PRACTICE) (IBC 2009: CRSI MANUAL OF STANDARD PRACTICE, 28TH EDITION) REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60 (UNLESS NOTED OTHERWISE). UNLESS NOTED OTHERWISE, CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: 1. CONCRETE CAST AGAINST EARTH - - - - - - - - - - - - - 3" 2. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER 2" 3. WALLS --- - - - 3/4" 4. COLUMNS/BEAMS (TO MAIN REINF.)- - - - - - - - - - 1 1/2" SPLICES IN REINFORCEMENT, WHERE PERMITTED SHALL BE AS FOLLOW: 1. WELDED WIRE MESH -------------- ------ 8" 2. ALL OTHERS - - - - - - - - - - - - - - - - - - - - - - CLASS "B" TENSION CASE "1" CLASS "B", CASE I TENSION SPLICES IN INCHES BAR f'c = 3000 psi f'c = 4000 psi f'c = 5000 psi SIZE ALL OTHERS TOP BARS ALL OTHERS TOP BARS ALL OTHERS TOP BARS # 3 21 28 18 24 17 22 # 4 28 37 25 32 22 29 # 5 36 46 31 40 28 36 # 6 43 56 37 48 33 43 # 7 62 81 54 70 48 63 # 8 71 93 62 80 55 72 # 9 80 104 70 90 62 81 # 10 90 118 78 102 70 91 # 11 100 131 87 113 78 101 MINIMUM U.O.N. (SEE CHART) SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPICT THE REINFORCING BAR SIZES AND PLACEMENT. WRITTEN DESCRIPTION OF REINFORCEMENT WITHOUT ADEQUATE SECTIONS, ELEVATIONS AND DETAILS IS NOT ACCEPTABLE. ALL WELDED REINFORCING STEEL SHALL CONFORM TO ASTM A-706, GRADE 60, AND BE USED ONLY WITH PRIOR PERMISSION FROM THE STRUCTURAL ENGINEER. ALL TENSION SPLICES, INCLUDING "SPLICES FROM BARS LABELED CONTINUOUS, SHALL CONFORM TO ACI 318-11. SPLICES SHALL BE CLASS B IN ACCORDANCE WITH ACI 318, UNLESS NOTED OTHERWISE. REINFORCEMENT SHALL BE SPLICED ONLY AT LOCATIONS SHOWN OR NOTED IN THE STRUCTURAL DOCUMENTS, EXCEPT REINFORCEMENT MARKED "CONTINUOUS" CAN BE SPLICED AT LOCATIONS DETERMINED BY CONTRACTOR. SPLICES AT OTHER LOCATIONS SHALL BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. (FBC 2010: ACI 318-08) WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A-185 AND BE LAPPED TWO FULL PANELS, TIED ON EACH SIDE AND SHALL BE SUPPLIED IN FLAT SHEETS. LONGITUDINAL REINFORCING BARS IN FOOTINGS SHALL BE PLACED CONTINUOUS AT CORNERS AND INTERSECTIONS. FOR EVERY VERTICAL OR HORIZONTAL BAR DISCONTINUED BY AN OPENING, ONE BAR (MIN. OF 2 BARS) SHALL BE ADDED @ SIDE OF OPENING (HALF TO EACH SIDE - TYPICAL), PROVIDE CORNER BARS AT ALL CONTINUOUS REINFORCING BARS AT ALL MEMBERS (FOUNDATIONS, WALLS, SLABS, BEAMS & OTHER MEMBERS). PROVIDE DOWELS FROM FOUNDATIONS, THE SAME SILE & NUMBER AS THE VERTICAL WALL OR COLUMN REINFORCING, UNLESS NOTED OTHERWISE. ALL DOWELS AND TERMINATING BARS SHALL HAVE A STANDARD 90 DEGREE HOOK. ALL HORIZONTAL REINFORCING SHALL BE CONTINUOUS THROUGH CONTROL AND/OR CONSTRUCTION JOINTS AND AROUND CORNERS. FORMWORK & SHORING: THE FORM AND SHORING SYSTEM SHALL BE DESIGNED BY A FLORIDA REGISTERED ENGINEER IN ACCORDANCE WITH ACI 301 & 347 "RECOMMENDED PRACTICE FOR CONCRETE FORMING". FORMWORK FOR POST -TENSIONED SLABS SHALL ALLOW HORIZONTAL MOVEMENT OF CONCRETE DURING STRESSING OF TENDONS. SHORING AND RE -SHORING PLANS MUST BE SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER AND SUBMITTED WITH CALCULATIONS. CALCULATIONS FOR THE RE -SHORING PROCESS MUST INCLUDE THE POURING AND THE- STRIPPING CYCLE BASED ON THE CONSTRUCTION SCHEDULE. THE ASSUMED CONCRETE STRENGTH AT THE. TIME OF STRIPPING ANY NEW SLAB AND MUST BE SUBSTANTIATED BY PROVIDING CONCRETE MIX DESIGN AND EXPECTED STRENGTH GAIN WITH AGE. THE CALCULATIONS MUST SHOW THAT THE SLABS SUPPORTING A NEW SLAB ARE NOT OVER -STRESSED BASED ON THE ASSUMED STRENGTH AND THE AGE AT THE TIME OF POURING. ALL RE -SHORING CALCULATIONS SHALL INCLUDE CALCULATIONS FOR MUD SILLS AND ANY CONSTRUCTION LOADING SUCH AS CONCRETE: PLACING BOOM SUPPORT ETC. FINAL SIGNED AND SEALED SHORING AND RESHORING DRAWINGS SHALL BE ISSUED TO THE ENGINEER OF RECORD FOR THE PROJECT AND THE THRESHOLD BUILDING INSPECTOR FOR HIS USE TO INSURE COMPLIANCE WITH THESE DRAWINGS. NO FLAT SLAB SHALL BE STRIPPED AND RESHORED UNTIL CONCRETE HAS ACHIEVED A MINIMUM OF 85% OF DESIGN STRENGTH AND 72 HOURS OF AGE. BASED ON THE LOWEST CONCRETE TEST. HOLLOW CORE TOPPING: CONCRETE STRENGTH, fc' = 3000 psi MINIMUM DEPTH = 2" (MEASURED FROM HIGHEST CHAMBER IN SLAB) MAXIMUM AGGREGATE SIZE = 3/g" REINFORCEMENT: WWR 6x6 W1.4xW1.4 BONDING AGENT: DAYTON J40 ACRYLIC BONDING AGENT. BONDING AGENT SHALL BE INSTALLED PER MANUFACTURER.. SPECIFICATIONS. PRECAST SLABS MUST BE SWEPT CLEAN AND SATURATED WITH WATER PRIOR TO APPLYING AGENT (REMOVE STANDING WATER). CONCRETE TOPPING MUST BE PLACED IMMEDIATELY. DO NOT ALLOW BONDING AGENT TO DRY PRIOR TO PLACING CONCRETE. PROTECTION: PROTECT FRESH CONCRETE FROM DRYING WINDS, RAIN, DAMAGE OR SOILING CONTROL JOISTS: DON NOT INSTALLED JOINTS IN THE TOPPING SLAB PERPENDICULAR TO THE CONCRETE PLANK SPAN DIRECTION. PROVIDE JOINTS IN THE TOPPING SLAB AT HOLLOW CORE SLAB KEYWAYS PARALLEL TO PLANKS. PROVIDE JOINTS IN TOPPING SLAB AT ENDS OF HOLLOW CORE SLABS. PROVIDE JOINTS IN THE TOPPING SLAB WITHIN 5 HOURS OF PLACEMENT. THE MAXIMUM DEPTH OF JOINTS IS %4". JOINTS MAY BE HAND -TOOLED OR SAWCUT. INSTALLING THE TOPPING SLAB AS RECOMMENDED ABOVE WILL MEET THE REQUIREMENTS FOR COMPOSITE ACTION `','ITH THE PRECAST SLABS. ALSO, THE RECOMMENDATIONS WILL HELP TO MINIMIZE SLAB CRACKING. HOWEVER, SOME SLA.3 CRACKING SHOULD BE ANTICIPATED: REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL 0 F E C u" P lyt REQUIREMENTS AND CONDITIONS REVIEWED BY: DATE: 'Z% Zeit Lou Pontiso and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 v...•��CENSF,•CO .w a rn No. 31 ST OF o cV Rip°' •'�y��` N Luis A. Ponti3o, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. N w � J S aLj � >2 v Q U w = m r) U (.n < U Uj � co Z rr% al�J 2 Q DESIGN CRITERIA AND GENERAL NOTES LN CALE DIMENSIONS FROMWINGS. IF A DIMENSION ISEAR REFER TO THECTURAL DRAWINGS ORNTACT THE E.O.P. PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS / WAC /LAP DATE 03.23.18 SCALE AS NOTED LPA No. STAR -17-00820 CONTROL No. 2012 SHEET 50.® SHEET 1 OF � 4 DRAWINGS WOOD FRAMING fSHOP SIGN OF PRE—ENGINEERED SYSTEMS SPECIFIED IN THE CONTRACT DOCUMENTS WHICH ARE DESIGNED/ENGINEERED BY NATIONAL FOREST PROD CTS ASSOCIATION, AF & PA NDS -05, WITH 2005 SUPPLEMENT, AND AF&PA SPECIAL DESIGN HERS IS THE SOLE RESPONSIBILITY OF THE DELEGATED ENGINEER. SUBMITTALS OF SUCH SYSTEMS SHALL BE SEALED BY PROVISIONS FOR WIND & SEISMIC, SDPWS-05. ENGINEER LICENSED IN THE PROJECT STATE. sir rq ALL LUMBER, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE, SHALL BE MILL SIZED AND SURFACED ON (4) SIDES. ALL 00 STRUCTURAL DRAWINGS INDICATE TYPICAL AND CERTAIN SPECIFIC CONDITIONS ONLY. SHOP DRAWINGS SHALL DETAIL ALL SHALL BE STRAIGHT STOCK, FREE FROM WARP OR CUP, AND SINGLE LENGTH PIECES. SPLICES WILL NOT BE PERMITTED CONDITIONS IN ACCORDANCE WITH SPECIFIED STANDARDS AND THE SPECIFIC REQUIREMENTS OF THIS PROJECT AS INDICATED EXCEPT WHERE SPECIFICALLY SO DETAILED OR AS DIRECTED BY THE ENGINEER. IN THE PROJECT DOCUMENTS fQ�N1,1110 % M EACH PIECE OF STRUCTURAL LUMBER, SHEATHING AND TIMBER SHALL BE MARKED WITH THE GRADE BY SUCH THE CONTRACTOR SHALL SUBMIT, AS REQUIRED, PRINTS OF SHOP DRAWINGS FOR ALL FABRICATED MATERIALS TO ARCHITECT COMPETENT AND RELIABLE ORGANIZATION WHOSE REGULAR BUSINESS IS TO ESTABLISH LUMBER GRADES. FOR REVIEW.. UNLESS NOTED OTHERWISE, USE SPRUCE—PINE—FIR (SPF) OR SOUTHERN PINE (SYP), 19% MAX. MOISTURE CONTENT, AS REVIEW OF SHOP DRAWINGS BY THE ARCHITECT/ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF THE SOLE FOLLOWS: RESPONSIBILITY FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF THOSE SHOP DRAWINGS, 1. DOUBLE TOP PLATES ND SILL. PLATES SHALL BE (SYP#2). SHOP DRAWINGS REQUIRING A SPECIAL ENGINEERING DESIGN BY THE FABRICATOR SHALL BE STAMPED BY A REGISTERED 2. PLATES IN CONTACT WITH CONCRETE OR CMU SHALL BE (SYP#2) P.T. ENGINEER OF RECORD IN THE STATE IN WHICH CONSTRUCTION WILL OCCUR BEFORE SUBMITTING FOR REVIEW BY THE 3, SILL PLATE ANCHORS PER FOUNDATION PLAN. ARCHITECT/ENGINEER. 4. MIN. OF (SPF) UTILITY GRADE FOR INTERIOR NON—BRG. TOP PLATES. 5. USE (SPF#2) OR BETTER FOR ALL STUDS IN THESE PLANS. COMPLETE SHOP DRAWINGS FOR CONSTRUCTION OF ALL APPLICABLE SPECIALTY ITEMS INCLUDING, BUT NOT LIMITED- TO, 6. SPACE STUDS AT 24" O:C. IN NON -LOAD BEARING WALLS. PRECAST CONCRETE, CURTAIN WALL GLAZING SYSTEMS, LIGHT GAGE STEEL FRAMING, ORNAMENTAL GUARDRAILS, SKYLIGHTS, 7. BEAMS AND HEADERS (SYP#2). AND STAIRS SHALL BE SEALED AND SIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE IN WHICH THIS BUILDING 8. LOAD BEARING STUDS & EXTERIOR STUDS (SEE WALL SCHEDULE) SHALL BE CONSTRUCTED AND SHALL BE AVAILABLE AT THE JOB SITE DURING TIMES OF INSPECTION. 9. SUB—PURLINS, PLATE , BLOCKING (SPF #2) THE OWNER WILL NOT PAY FOR ADDITIONAL CHARGES DUE TO RE—DETAILING FEES ASSOCIATED WITH A THREE—DIMENSIONAL DETAILING PROGRAM. THE DETAILER SHALL ESTIMATE AND INCLUDE ANY COSTS IN THE BASE BID ASSOCIATED WITH ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION, UNLESS NOTED RE—DETAILING FEES AS A RESULT OF CHANGES AND/OR REVISIONS MADE TO THE SHOP DRAWINGS DURING THE SHOP OTHERWISE ON PLAN. DRAWING REVIEW. SPRUCE PINE FIR #2 SP CIFICATIONS: Fb=775 PSI, Fc(PARALLEL)= 1000 PSI, Fc=(PERP)=335 PSI, Fv=135 PSI, Ft=350 ENGINEER SHALL BE FOR CONFORMANCE WITH CONTRACT DOCUMENTS WITH REGARD TO THE ARRANGEMENT AND SIZES OF PSI, E=1100 KSI MEMBERS SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS AND THE DELEGATED ENGINEER INTERPRETATION OF THE SOUTHERN PINE #2 SPECIFICATIONS PER LATEST SOUTHERN FOREST PRODUCTS ASSOCIATION (SFPA) DESIGN INFORMATION INCLUDED IN THE CONTRACT DOCUMENTS. SUCH REVIEW BY THE STRUCTURAL ENGINEER SHALL NOT IMPLY ANY RESPONSIBILITY FOR THE ACTUAL DESIGN OF SUCH SYSTEMS. CONTRACTOR HAS FULL RESPONSIBILITY FOR ANY WOOD IN CONTACT WITH CONCRETE, MASONRY, OR SOIL, SHALL BE PRESSURE TREATED. DIMENSIONAL ACCURACY AND CONFORMANCE WITH THE INFORMATION CONTAINED IN THE CONTRACT DOCUMENTS, METAL CONNECTORS SHALL BE FASTENED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS TO DEVELOP THE SEE GENERAL NOTES FOR DESIGN CRITERIA AND ADDITIONAL REQUIREMENTS. FOOTINGS, HOLDDOWNS, FASTENERS, ETC. MAXIMUM PUBLISHED CAPACITY. INDICATED WITHIN WHICH SUPPORT A PRE—ENGINEERED ITEM ARE PRELIMINARY AND SUBJECT TO CHANGE AFTER REVIEW OF THE PRE—ENGINEERED SHOP DRAWINGS. THESE SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING DEPT, AS A ALL WOOD—TO—WOOD C NNECTIONS SHALL EMPLOY METAL ANCHORS. NO TOE OR END NAILING SHALL BE PERMITTED DEFERRED SUBMITTAL TO THE PERMIT DOCUMENTS. (UON), EXCEPT FOR AT FOP AND BOTTOM PLATES IN WALLS. METAL CONNECTORS SHALL BE FASTENED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS TO DEVELOP THE PUBLISHED CAPACITY. ALL CONNECTORS SHALL BE G90 EARTHWORK TESTING: GALVANIZED STEEL. ALL ANCHORS IN CONTACT WITH PRESSURE TREATED, FIRE—RETARDANT OR WOLMANIZED WOOD IT IS REQUIRED THAT THE SITE PREPARATION & FOUNDATION CONSTRUCTION BE MONITORED BY THE GEOTECHNICAL SHALL BE COATED WITH G185 ZINC COATING. ALL OTHER ANCHORS MAY BE COATED WITH G90 COATING. ENGINEER OR HIS REPRESENTATIVE. THE FOLLOWING ARE RECOMMENDED MINIMUM SAMPLING AND TESTING FREQUENCIES. THE QUANTITY OF WALL STUDS DISPLACED OR CUT FOR AN OPENING SHALL BE PLACED ADJACENT TO AND ATTACHED AT LEAST ONE MOISTURE—DENSITY PROCTOR TEST, ATTERBERG LIMITS TEST AND PERCENT FINER THAN 200 SIEVE (PROCTOR) # TO JAMBS, HALF ON EACH SIDE OF OPENING. TEST SHOULD BE PERFORMED PER EACH SOIL TYPE SUCH AS SUBGRADE AND SELECT FILL. .THE WHERE CONNECTIONS ARE NOT SHOWN ON THE DRAWINGS, COMPLY WITH NAILING SCHEDULE IN THE BUILDING CODE. IN STRUCTURE AREAS, AT LEAST 1 DENSITY AND MOISTURE CONTENT TEST PER 5000 SQUARE FEET OF SURFACE AREA ALL NAILS AT NON—AIR CONDITIONED/HEATED AREAS SHALL BE GALVANIZED. BE PERFORMED ON THE SUBGRADE SOILS, AND AT LEAST 1 DENSITY AND MOISTURE CONTENT TEST PER 5000 SQUARE FEET OF SURFACE AREA SHOULD BE PERFORMED FOR EACH COMPACTED 8—INCH THICK LAYER OF FILL. TESTING TOE NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES TO THE PIECE AND BE STARTED AT 1/3 THE NAIL LENGTH BACKFILL TRENCHES SHOULD BE AT LEAST 1 DENSITY AND MOISTURE CONTENT TEST PER 100 LINEAR FEET OF TRENCH FROM THE END OF THE IECE. PER 8—INCH COMPACTED FILL THICKNESS. AT 25% OF ANY ISOLATED COLUMN FOOTING LOCATIONS ALL BOLTS SHALL BE FURNISHED WITH STANDARD NUT WASHER. FASTENERS IN CONTACT WITH TREATED WOOD, A MINIMUM OF AT LEAST FIVE (5) DENSITY AND MOISTURE CONTENT TESTS SHOULD BE PERFORMED IN THE INCLUDING BOLTS AND NAILS AT SILL PLATES SHALL BE HOT—DIPPED GALVANIZED OR STAINLESS STEEL IN BUILDING AREA ON THE SUBGRADE SOILS, AND A MINIMUM OF AT LEAST FIVE (5) DENSITY AND MOISTURE CONTENT ACCORDANCE WITH REQUIREMENTS OF SECTION 2304.9.5 OF THE BUILDING CODE. TESTS SHOULD BE PERFORMED PER 8—INCH COMPACTED THICKNESS OF FILL IN THE BUILDING AREA. TESTING OF BACKFILLED TRENCHES SHOULD BE AT LEAST 1 DENSITY AND MOISTURE CONTENT TEST PER 100 LINEAR FEET OF TRENCH ALL NAILS TO BE G90 G LVANIZED (G185 GALVANIZATION FOR NAILS IN CONTACT WITH TREATED WOOD). COORDINATE PER 8 -INCH COMPACTED FILL THICKNESS. BLOCKING LOCATION WITH SHEATHING EDGES AS REQUIRED. ALL NAIL``} SHALL BE COMMON WIRE NAILS. IT IS IMPERATIVE THAT A QUALIFIED FIELD TECHNICIAN BE ON—SITE DURING ALL SOIL PROCESSING AND PLACEMENT. MULTIPLE STUD OR SOLID COLUMNS SHALL BE CONTINUOUS FROM FRAMING LEVEL, WHERE SHOWN, TO THE FOUNDATION. THIS WILL REQUIRE SOLIE BLOCKING WITHIN THE FLOOR FRAMING EQUAL TO THE COLUMN DIMENSION. UNLESS CONCRETE TESTING: OTHERWISE FASTENED, CONNECT COLUMNS ABOVE AND BELOW EACH FRAMING LEVEL WITH SIMPSON CMST14 STRAP PERFORM THE FOLLOWING TESTS AND SUBMIT TEST OWNER WILL EMPLOY AN INDEPENDENT TESTING LABORATORY TO PE (WITH NAILS/LAP ABOVE AND BELOW FRAMING LEVEL PER STRAP SPECIFICATIONS). AND ANCHOR COLUMN TO REPORTS ON CAST—IN—PLACE CONCRETE: FOUNDATION WITH SIMPSON HTT16 HOLD—DOWN w/ 5/8" DIAMETER x 6" EMBED. DEPTH EPDXY ANCHOR. -ASTM C143 "STANDARD TEST METHOD FOR SLUMP OF PORTLAND CEMENT CONCRETE." SLUMP SHALL NOT EXCEED LIMIT MULTIPLE STUD PACK COLUMNS SHALL BE CONNECTED LATERALLY TO ONE ANOTHER PER DETAIL INDICATED HEREIN. INDICATED ON APPROVED MIX DESIGN, OR 6" (WHICHEVER IS SMALLER) -ASTM C39 "STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS." CYLINDERS MINIMUM CONNECTIONS SHALL BE AS FOLLOWS (UON): SHALL BE TAKEN FOR EACH. MIX DESIGN USED, AND FOR EVERY 50 CUBIC YARDS OF CONCRETE PLACED. TEST BEAMS — (1) SIMPSON TS16 EACH END TYPICAL. BEAM TO POST — CMST14 STRAP WRAPPED ACROSS TOP OF BEAM END AND DOWN POST WITH NAILS/LAP ON TOP OF CYLINDERS AT THE FOLLOWING. AGES: BEAM AND DOWN POST AS SPECIFIED FOR STRAP. CYLINDER- AT 3 DAYS, I CYLINDER AT 7 DAYS, 2 CYLINDERS AT 28 DAYS —OR— HOLD ONE RESERVE CYLINDER TO BE TESTED AS REQUESTED BY THE ENGINEER. IF REQUIRED 28 DAY STRENGTH +S ACHIEVED, THE RESERVE CYLINDER MAY BE WALL SHEATHING NOTED ON STRUCTURAL DRAWINGS OR SCHEDULES SHALL BE ATTACHED DIRECTLY TO THE FACE OF FRAMING MEMBERS. SEE ARCHITECTURAL DRAWINGS FOR ALL NON—STRUCTURAL SHEATHING REQUIREMENTS. ADDITIONAL DISCARDED. SHEATHING REQUIRED BY ARCHITECTURAL DRAWINGS SHALL BE ATTACHED TO THE OUTSIDE FACE OF STRUCTURAL ALL CONCRETE TESTS INCLUDING AIR CONTENT, SLUMP, AND TEST CYLINDERS SHALL BE TAKEN AT THE POINT OF SHEATHING. DISCHARGE AND FROM THE DISCHARGE END OF PUMP HOSE WHEN CONCRETE IS PUMPED. WALL FRAMING MAY BE PANELIZED (WITHOUT GYPSUM WALLBOARD OR SHEATHING). SUBMIT PANEL DRAWINGS FOR POST—INSTALLED ANCHORS IN CONCRETE REVIEW. EXPANSION ANCHORS AS SHOWN ON CONTRACT DOCUMENTS SHALL BE HILTI KWIK BOLT 3 ANCHORS MANUFACTURED BY HILTI FASTENING SYSTEMS, WEDGE—ALL ANCHORS MANUFACTURED BY SIMPSON STRONGTIE COMPANY, POWER—STUD ANCHORS TIMBER FASTENING SHAL BE PER FBC "MINIMUM FASTENING SCHEDULE" UNLESS NOTED AS GREATER ON DRAWINGS. MANUFACTURED BY POWERS FASTENERS, TRUBOLT WEDGE ANCHORS MANUFACTURED BY ITW RAMSET/RED HEAD OR CONNECTORS TO BE SIMPSON OR APPROVED ALTERNATE, WITH MINIMUM CAPACITY AS NOTED. SEE PLANS. APPROVED EQUAL. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE PER MANUFACTURER'S REQUIREMENTS UNLESS NOTED OTHERWISE. ALL NAILS SHALL BE CO MON WIRE NAILS. ADHESIVE ANCHORS AS SHOWN ON CONTRACT DOCUMENTS SHALL CONSIST OF AN ALL—THREAD GRADE 36 STEEL ANCHOR ROUGH HARDWARE, JOIST HANGERS, STRAPS, HOLDOWNS, ETC. SHALL BE MANUFACTURED BY "SIMPSON STRONG—TIE" WITH HY150 MAX INJECTION ADHESIVE (HIT HY20 INJECTION ADHESIVE FOR MASONRY CONSTRUCTION WITH VOIDS) SUPPLIED COMPANY OR APPROVED EQUAL. THE MAXIMUM SIZE AND NUMBER OF FASTENERS SPECIFIED BY THE MANUFACTURER BY HILTI FASTENING SYSTEMS, EPDXY—TIE SET EPDXY ADHESIVE SUPPLIED BY SIMPSON STRONGTIE COMPANY, EPCON G5 SHALL BE USED UNLESS NOTED OTHERWISE. EPDXY ADHESIVE SUPPLIED BY ITW RAMSET/RED HEAD OR APPROVED EQUAL. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE PER MANUFACTURER'S REQUIREMENTS UNLESS NOTED BLOCKING AND FIRESTOP ING TO BE INSTALLED AS REQUIRED TO SUPPORT ALL ITEMS OF FINISH SUCH AS BULKHEADS OTHERWISE. AND BUCKS. PROVIDE FI EBLOCKING TO CUT OFF ALL CONCEALED DRAFT OPENINGS, BOTH VERTICAL AND HORIZONTAL, BETWEEN CEILING AND F OOR AREAS (AS REQUIRED BY BUILDING OFFICIAL AND ARCHITECT). POST—INSTALLED ANCHORS IN CONCRETE POST—INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE DRAWINGS. CONTRACTOR SHALL OBTAIN BOLTS (IF APPLICABLE) SHALL BE INSTALLED IN HOLES BORED WITH A BIT 1/16" LARGER THAN THE DIAMETER OF THE APPROVAL FROM ENGINEER OF RECORD PRIOR TO USING POST INSTALLED ANCHORS FOR MISSING OR MISPLACED BOLT. BOLTS AND NUTS SEATING ON WOOD SHALL HAVE CUT STEEL WASHERS UNDER HEADS AND NUTS. NUTS SHALL CAST—IN-PLACE ANCHORS. CARE SHALL BE GIVEN TO AVOID CONFLICTS WITH EXISTING REBAR. HOLES SHALL BE DRILLED BE PULLED TIGHT AND A AIN CHECKED AND TIGHTENED JUST PRIOR TO ENCLOSING BOLTED MEMBERS. COUNTER BORE AND CLEANED PER THE MANUFACTURER'S INSTRUCTIONS. ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S FOR BOLTED HEADS OR NUTS ONLY WHERE SO INDICATED ON THE DRAWINGS AND THEN TO SUFFICIENT DEPTH TO INSTALLATION INSTRUCTIONS AT NOT LESS THAN MINIMUM EDGE DISTANCES AND/OR SPACING INDICATED IN THE HOUSE THE BOLT HEAD OR NUT AND WASHER. CUT OFF EXCESSIVE BOLT PROJECTION WHERE NECESSARY. NICK MANUFACTURER'S LITERATURE. UNLESS SPECIFIED OTHERWISE, ANCHORS SHALL BE EMBEDDED IN THE APPROPRIATE THREADS TO PREVENT LOOSENING. SUBSTRATE WITH A MINIMUM EMBEDMENT OF 8 TIMES THE NOMINAL ANCHOR DIAMETER OR THE EMBEDMENT REQUIRED TO SUPPORT THE INTENDED LOAD. SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSE SPECIFIED, SHALL BE ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE SUBMITTED TO THE ENGINEER WITH CALCULATIONS THAT ARE PREPARED AND SEALED BY A REGISTERED PROFESSIONAL PRESSURE—TREATED. PT LUMBER INDICATED IN SECTIONS PRESERVED WITH SODIUM BORATE (DOT—DISODIUM ENGINEER SHOWING THAT THE SUBSTITUTED PRODUCT WILL ACHIEVE AN EQUIVALENT CAPACITY USING THE APPROPRIATE OCTABORATE TETRA HYD ATE). IF HOWEVER, ACQ OR NON—DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL DESIGN PROCEDURE REQUIRED BY THE BUILDING CODE. ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. ADHESIVE FOR REINFORCING DOWELS IN EXISTING CONCRETE SHALL BE EITHER THE HIT HY150 MAX INJECTION ADHESIVE SUPPLIED BY HILTI FASTENING SYSTEMS, EPDXY—TIE SET EPDXY ADHESIVE SUPPLIED BY SIMPSON STRONGTIE COMPANY, POWER—FAST EPDXY INJECTION GEL SUPPLIED BY POWERS FASTENERS, EPCON G5 EPDXY ADHESIVE SUPPLIED BY ITW RAMSET/RED HEAD OR APPROVED EQUAL. MINIMUM EMBEDMENT LENGTH SHALL BE 12 BAR DIAMETERS, UNLESS NOTED OTHERWISE. LAMINATED VENEER LUMBER (MICROLLAM) LAMINATED VENEER LUMBER SHALL BE 1.9E MICROLLAM LVL AS MANUFACTURED BY TRUSS JOIST MACMILLAN OR AN APPROVED EQUAL. SIGNED AND SEALED SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. SHOP DRAWINGS SHALL INCLUDE SIZE, SPACING, BRACING AND ALL SUPPORT HANGERS. LAMINATED VENEER LUMBER SHALL HAVE THE FOLLOWING PROPERTIES: ALLOWABLE BENDING STRESS 2600 PSI ALLOWABLE COMPRESSION PARALLEL TO GRAIN 2510 PSI ALLOWABLE HORIZONTAL SHEAR 285 PSI ALLOWABLE COMPRESSION PERPENDICULAR TO GRAIN 750 PSI MODULUS OF ELASTICITY 1,900,000 PSI SHEAR MODULUS OF ELASTICITY 118,750 PSI NOTCHES, HOLES OR CUTS SHOWN IN DETAIL 8/S700 ARE ALLOWED WITHOUT ADDITIONAL APPROVAL; ALL OTHER MEMBER MODIFICATIONS ARE TO BE APPROVED BY THE STRUCTURAL ENGINEER. MANUFACTURER SHALL PROVIDE A COMPLETE SET OF DESIGN. CALCULATIONS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ARCHITECT/ENGINEER FOR REVIEW. PARALLEL STRAND LUMBER (PARALLAM) PARALLEL STRAND LUMBER SHALL BE 2.0E PARALLAM PSL AS MANUFACTURED BY TRUSS JOIST MACMILLAN OR AN APPROVED EQUAL. SIGNED AND SEALED SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW, SHOP DRAWINGS SHALL INCLUDE SIZE, SPACING, BRACING AND ALL SUPPORT HANGERS. PARALLEL STRAND LUMBER SHALL HAVE THE FOLLOWING PROPERTIES: ALLOWABLE BENDING STRESS 2900 PSI ALLOWABLE COMPRESSION PARALLEL TO GRAIN 2900 PSI ALLOWABLE HORIZONTAL SHEAR 290 PSI ALLOWABLE COMPRESSION PERPENDICULAR TO GRAIN 750 PSI MODULUS OF ELASTICITY 2,000,000 PSI SHEAR MODULUS OF ELASTICITY 125,000 PSI NOTCHES, HOLES OR CUTS SHOWN IN DETAIL 8/S700 ARE ALLOWED WITHOUT ADDITIONAL APPROVAL; ALL OTHER MEMBER MODIFICATIONS ARE TO BE APPROVED BY THE STRUCTURAL ENGINEER. WOLMANIZED PARALLEL STRAND LUMBER SHALL BE TREATED WITH CA -C PRESERVATIVE IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. MAXIMUM MOISTURE CONTENT AFTER TREATMENT AND DRYING SHALL BE 19`x. PLYWOOD WALL SHEATHING: 15/32" APA RATED PLYWOOD SHEATHING, 32/16. - PANELS SHALL BE ORIENTED WITH LONG SIDE PERPENDICULAR TO SUPPORT WITH THE END JOINT OF THE PANEL ALIGNED WITH THE CENTER OF THE TWO ADJACENT PANELS (NO CONTINUOUS PANEL JOINTS). THE FIRST 4'-0" OF SHEATHING AT THE FOUNDATION SHALL BE ZIP PANEL TYP. THROUGHOUT. MINIMUM SIZE OF CONNECTION SHALL BE 8d COMMON NAILS TO WOOD. MAXIMUM SPACING OF CONNECTION SHALL BE 6" O.C. EDGE & 6" O.C. FIELD. SEE PLAN FOR INCREASED NAILING REQUIREMENTS AT SHEARWALLS FLOOR DECKING: 23/32" APA RATED TONGUE AND GROOVE FLOORING: 24 O.C. SPAN RATING. LONG SIDE OF PANEL SHALL BE PERPENDICULAR TO THE SUPPORT WITH THE END JOINT OF THE PANEL ALIGNED WITH THE CENTER OF THE TWO ADJACENT PANELS (NO CONTINUOUS PANEL JOINTS). PANELS SHALL BE CONTINUOUS OVER TWO OR MORE SPANS. MINIMUM SIZE OF CONNECTION SHALL BE 10d COMMON NAILS TO WOOD. MAXIMUM SPACING OF CONNECTION SHALL BE 6" O.C. EDGE & 6" O.C. FIELD. DECKING SHALL ALSO BE GLUED TO THE SUPPORTING MEMBERS. PORCH CEILING SHEATHING: 3/8" (OR GREATER) OSB OR PLYWOOD LONG SIDE OF PANEL SHALL BE PERPENDICULAR TO THE SUPPORT WITH THE END JOINT OF THE PANEL ALIGNED WITH THE CENTER OF THE TWO ADJACENT PANELS (NO CONTINUOUS PANEL JOINTS). PANELS SHALL BE CONTINUOUS OVER TWO OR MORE SPANS. MINIMUM SIZE OF CONNECTION SHALL BE 8d COMMON NAILS TO WOOD. MAXIMUM SPACING OF CONNECTION SHALL BE 6" O.C. EDGE & 6" O.C. FIELD. - PLYWOOD ROOF SHEATHING: 19/32" APA RATED PLYWOOD SHEATHING, 32/16 (EXPOSURE 1). LONG SIDE OF PLYWOOD PANEL SHALL BE PERPENDICULAR TO THE SUPPORT WITH THE END JOINT OF THE PANEL ALIGNED WITH THE CENTER OF THE TWO ADJACENT PANELS. (NO CONTINUOUS PANEL JOINTS). PANELS SHALL BE CONTINUOUS OVER TWO OR MORE SPANS. MINIMUM SIZE OF CONNECTION SHALL BE 0.113x2%2" RINGSHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). SUITABLE EDGE SUPPORT SHALL BE PROVIDED AS RECOMMENDED BY THE AMERICAN PLYWOOD ASSOCIATION BY USE OF PANEL CLIPS OR LUMBER BLOCKING BETWEEN JOISTS. PANEL END JOINTS SHALL OCCUR OVER FRAMING. PLYWOOD PANELS SHALL BE BLOCKED WITH 2x4 (MIN. U.N.O.) AT PERIMETER OF ROOF AND AT DIRECTIONAL CHANGES. METAL CONNECTORS AND FASTENERS ALL EXPOSED METAL STRAPS AND HANGERS SHALL BE STAINLESS STEEL. SIMPSON PRODUCTS SHALL BE ZMAX GALVANIZED. HANGER AND STRAPS INSTALLED OVER ACQ OR ACZE PRESSURE TREATED LUMBER SHALL BE STAINLESS STEEL ALL EXPOSED WOOD FASTENERS SHALL BE STAINLESS STEEL. FASTENERS INSTALLED INTO ACQ OR ACZE PRESSURE TREATED LUMBER SHALL BE STAINLESS STEEL. Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. DESIGN CRITERIA AND GENERAL NOTES DO NOT SCALE DIMENSIONS FROM THESE DRAWING5. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS / WAC/LAP DATE 03.23.18 SCALE AS NOTED LPA No. STAR -17-00820 CONTROL No. 2012 SHEET 50.1 SHEET 2 of 14 a No. 311 sir rq STA OF �� . 00 fQ�N1,1110 % M Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. DESIGN CRITERIA AND GENERAL NOTES DO NOT SCALE DIMENSIONS FROM THESE DRAWING5. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS / WAC/LAP DATE 03.23.18 SCALE AS NOTED LPA No. STAR -17-00820 CONTROL No. 2012 SHEET 50.1 SHEET 2 of 14 O-� 0 I II ro I 00 LO In L L ri z I N LO �I Ln I ' 1 00 — \—!_ - EDGE OF SLAB lb FOR PILE MEASUREMENT 73/4 _Q __O_ __Q.___O O 5 2"=2-3/4 -,,- 8'-4 2„ 8'-0/2" 4'-9 /4" 11'-2/4" 11'-2/4" I I � I I -All I li O I I I! I I � I I TOP OF PILE +9.34 NAVD co TOP OF PILE TOP OF PILE +13 34' NAVD +17 59' NAVD l 4'-112"70, l ",co I 1'-5,�" I 3)/4" I PILE LAYOUT PLAN SCALE: 1/4" = 1'-0" 5'— 0)/4„ yp�,:3 .dam l 9 y �@P eR� 13 " TOP OF PILE ELEVATION LEGEND JVX = TOP OF PILE 19.59' NAVD I\ = TOP OF PILE 9.58' NAVD e`Itnc lerrrrr i/9 = TOP OF PILE SEE PLAN m S A OF c , �� .� OR\��' I4 = TOP OF PILE 14.59' NAVD Lou Pon tigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 e`Itnc lerrrrr v � a N m S A OF c , �� .� OR\��' N cssl M PPPPPP711I711 111111 ``` Luis A. Pontioo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO fl ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO E ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. N w S� a w > T U Q U w = m U Ln U� m � Z >- CJ) CLI�J Q PILE LAYOUT PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DE—SIGN/DRAWN/CH ECKED CS / WAC /LAP DATE 03.23.18 SCALE AS NOTED LPA No. STAR -17-00820 CONTROL No. 2012 SHEET S1.0 SHEET 3 of 14 - _ ! 2 J 3'— 7 5 10 5'— 10 5 —10 9 S1.01 > S1.02 GB -1 -- --- G —11 �B_17_ 't � -- ---- ---- -- - GB -2' GB -2 GB -2 C2 P3 I I 1 — II II II II II I P1 T/SLAB II==".=�I =_ _= 11== =�1 +12.24 C4 I I TYP N A VD 1?01 ' II II II II II� 4" BREAK—AWAY SLAB ON GRADE w/5'x5' SAW—CUT I` ' C4 J J GRID PER 4/S1.01 II II II II II I 1 C3II II " OPF 0S1.01 II �.1 P II + (ter II II II 1 2.4m L NAV T/SLAB I 1403 S2.1 +1 2.24 II II I II G NAVD 14 e� II II II II V �I I 1—GB-1 } C1 I II II h II II m �� = ;/ j — GB -1 — — — — GB -1— — STACK STONE RETAINI G WALL BY OTHER. SEE ARCH FOR LOCATION i FOUNDATION PLAN SCALE: 1/4" = 1'-0" ,J { - ---, _ ' o0 ' o i i 1 S2.2 PHASE 1 UNDER SEPARATE PERMIT FOUNDATION LEGEND % 14" DIAMETER AUGERCAST PILE, SEE 1/S1.01 —; INDICATES GRADE BEAM, SEE SHEET 2/S1.01 FOR REINFORCEMENT # INDICATES DETAIL/SECTION NUMBER S# INDICATES SHEET NUMBER T.O.S. TOP OF SLAB ELEVATION C# DESIGNATES CONCRETE COLUMN, SEE 3/S1.01 P# DESIGNATES PILE CAP, SEE 6/S1.01 NOTES: 1. TOP OF SLAB ELEVATION VARIES, SEE PLAN. 2. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, FLOOR S_OPES AND STEPS NOT SHOWN. 3. COORDINATE TOP OF SLAB WITH ARCHITECTURAL PLANS PRIOR TO CONSTRUCTION y Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 t4a♦pp irlrrr '.liJ J N S �l No. ST E OF �QZ_ /1 `, til' r��r�tlt1i1N11t1(\A��A Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALLCDNTACTLOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. N w SLL n Lj w � U U Q Z = m D U Lp < U L.Li LLJ ry m � Z >- CJ) < �z w__ rt/ 1*'*� J a Q 2 DO NOT SCALE DIMENSIONS Fj THESE DRAWINGS. IF A DIMENSI UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS CONTACT THE E.0 RR PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS / WAC /LAP DATE 03.23.18 SCALE AS NOTED LPA No. STAR -17-00820 CONTROL No. 2012 SHEET S1.0A SHEET 4 of 14 T/SLAB +12.24 N AVD N I rn T/SLAB +12.24 NAVD i ------------- ----------- '`CONCRETE RETAINING WALL hose b''b b 2-0 CONC. COLUMN (TYP) CONC. COLUMN (TYP) " SLOPE 4" BREAK—AWAY SLAB ON "RADE vilixi SAW—CUT T/SLAB RID PER 4/S1.01 +12.41 N AVD CONC. RETAINING SLAB Et WALL DIMENSION PLAN SCALE: 1/4" = 1'-0" N DO I Ln Lou Ponti3o and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 e N°• \il°•ENv •• NO 331 s , ST,Ax E OF CA �'• ;' <� o NAL �,',,, M 1111ua n m,"ON Luis A. Ponti3o, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SLAB DIMENSION PLAN DO NOT SCALE DIMENSIONSj THESE DRAWINGS. IF A DIME UNCLEAR REFER TO TH ARCHITECTURAL DRAWING CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS / WAC /LAP DATE 03.23.18 SCALE AS NOTED LPA No. STAR -17-00820 CONTROL No. 2012 SHEET SLOB SHEET 5 O4 14"0 AUGER CAST PILE w/ 7—#5 & #3 TIES @ 12" oc PILE SECTION GEOTECH ENGINEER TO VERIFY PILE DEPTH. SEE NOTE ON SHEET S1.0 i EXTEND BARS TO WITHIN I I 3" OF TOP OF SLAB (TYP) I I I I I i T/PILE VARIES SEE PLAN EL -20.00' N.A.V. . TYPICAL PILE � ELEVATION SCALE: 1/4" = 1'-0" COLUMN REINFORCING TIED INTO TOP BOND BEAM W/ STD. 90° HOOK COLUMN SEE PLAN y 8x16 CONC.,- BEAM -- r .--r ,r-- - -�1= 1-�i---- BOND BREAKER #3 CLOSED TIES @ 8" O.C., SEE 6/S1.01 FRANGIBLE WALL PER 7/S1.01 FRANGIBLE FOOTING PER 7 /S1.01 PILE CAP PER PLAN AND 6/S1.01 CONC. COLUMN DETAIL SCALE: 3/4" = 1'-0" 1" CLEAR TO VERT. REINF.(TYP, 8" CONCRETE WALL (4000psi CONC) 4" CONCRETE SLAB ON GRADE, SEE 00 FOUNDATION PLAN GB -1: GRADE BEAM w/(4) #6 TOP & BOT, ADDITIONAL 1-#5 EA FACE @ MID DEPTH & #3 CLOSED TIES @ 10" O.C. REINFORCING CONTINUOUS THROUGH PILE �2 SECTION S1.01 SCALE: 3/4" = 1'-0" #5 VERTICAL @ 12" O.C. yam. #4 @ 12„ O.C. HORIZ. T/SLAB EL. SEE PLAN • • Q W i U ro 9T I 14"0 AUGER CAST PILE PER DETAIL 1 /S1.01 1'-2" SEE PLAN FOR LOCATION PILE I I L I I L--------- - - - - -I P1 PILE 20" DEEP CONC. PI .E CAP #5 @ 8"o. c E.W. TO & BOT w/90° HOOKS -.E. 6 PILE CAP DETAILS S1.01 SCALE: 3/4" = 1'-0" a_ Q #5 DOWELS TO MATCH COLUMN REINFORCING, TIE INTO PILE CAP W/ STD. 90° HOOK PILE PER PLAN FRANGIBLE MASONRY WALL SEE DETAIL 8/S1.01 4" BREAKAWAY SLAB ELEV. SEE PLAN_ _ SIC I N 5» 1 —3- 8„ 71" • a 4 6r I i C-1 Lai -=z 75» C2 5" 78 C4 2, _ 0» C1 I I PILE / I � I I I -- -- - P3 PILE 20" DEEP CONC. PILE CAP #5 @ 8"o.c E.W. TOP & SOT w/90' HOOKS E.E. 5" 5" PI E PI E �—------------------ —� I I 114 rw rw Fe I► 1\ i�� i PILE I I P2 20" DEEP CONC. PILE CAP #5 @ 8"o. c E.W. TOP & BOT w/90° HOOKS E.E. SEE DETAIL 4/S1.01 FOR COLUMNS ADJACENT TO CMU WALLS COLUMN REINFORCING REINFORCING SHALL BE #5 VERTICAL IN THE QUANTITY INDICATED IN EACH DETAIL. PROVIDE #3 SETS OF CLOSED TIES @ 8" O.C. VERTICALLY, TYPICAL. CONCRETE STRENGTH SHALL BE f'c = 4000 psi. 2-0" I, I I LOW • r- �Ln C4 _I COLUMN DETAILS SCALE: 3/4" = 1'-0" 2 1 TOP OF SLAB II 6 1 t 10x20 FRANGIBLE I I- FOOTING SEE 8/S1.01.I 7 SECTION _ S1.01 SCALE: 3/4" = 1'-0" HECKMAN DOVETAIL TRIANGLE TIE (#103) W/DOVETAIL ANCHOR SLOT (#100) @ 24" O.C. VERT. MIN. (3) PER 4'-8" BREAK AWAY PANEL. SHEAR CAPACITY = 742 W/FT ELEV. +SEE PLAN NAVD B/BEAM 1/2" MIN. PERIMETER ISOLATI JOINT W/BACKER R AND SEALANT. S SECTION A- 8" FRANGIBLE CMU WALL W/#5 @ DOWEL BAR 32" O.C. MAX. IN GROUT FILLED CELLS (3 EACH PANEL). EMBEDDED INTO FOOTING BELOW. DO NOT DOWEL INTO GRADE BEAM ABOVE. 1 Ox2O FOOTING w/1 x4x12"Ig KEYED JOINT AT 4'-8" O.C. PROVIDE 2-#5 REBAR. BREAK REBAR AT JOINTS UNREINFORCED 4" CONC. BREAK—AWAY SLAB ON GRADE OVER 6 MIL VAPOR 1/$"x1" DEEP SAWCUT BARRIER, OVER TERMITE TREATED w/ ELASTOMERIC COMPACTED FILL. SAWCUT SEALANT SLAB—ON—GRADE ON A 5-0"x5-0" GRID. NOTE: SAWCUT CONCRETE SLAB WITHIN 4 TO 12 HOURS OF CONCRETE PLACEMENT SAWCUT DETAIL SCALE: 3/4" = 1'-0" 1-#5 IN CONC. FILLED CELL EA. SIDE OF JOINT TROWELED MORTAR JOINT 4'-8" MAX. 1" DEEP MAX. O.C. SEALANT W/BACKER ROD_/ SECTION A- A FRANGIBLE MASONRY WALL SCALE: 3/4" = 1'-0" DOVETAIL TRIANGLE TIE /DOVETAIL cn 24" O.C. w " BREAK AWAY PANEL. of 742 #/FT Q 0 in BOT PILE EL -20.00' N.A.V. . TYPICAL PILE � ELEVATION SCALE: 1/4" = 1'-0" COLUMN REINFORCING TIED INTO TOP BOND BEAM W/ STD. 90° HOOK COLUMN SEE PLAN y 8x16 CONC.,- BEAM -- r .--r ,r-- - -�1= 1-�i---- BOND BREAKER #3 CLOSED TIES @ 8" O.C., SEE 6/S1.01 FRANGIBLE WALL PER 7/S1.01 FRANGIBLE FOOTING PER 7 /S1.01 PILE CAP PER PLAN AND 6/S1.01 CONC. COLUMN DETAIL SCALE: 3/4" = 1'-0" 1" CLEAR TO VERT. REINF.(TYP, 8" CONCRETE WALL (4000psi CONC) 4" CONCRETE SLAB ON GRADE, SEE 00 FOUNDATION PLAN GB -1: GRADE BEAM w/(4) #6 TOP & BOT, ADDITIONAL 1-#5 EA FACE @ MID DEPTH & #3 CLOSED TIES @ 10" O.C. REINFORCING CONTINUOUS THROUGH PILE �2 SECTION S1.01 SCALE: 3/4" = 1'-0" #5 VERTICAL @ 12" O.C. yam. #4 @ 12„ O.C. HORIZ. T/SLAB EL. SEE PLAN • • Q W i U ro 9T I 14"0 AUGER CAST PILE PER DETAIL 1 /S1.01 1'-2" SEE PLAN FOR LOCATION PILE I I L I I L--------- - - - - -I P1 PILE 20" DEEP CONC. PI .E CAP #5 @ 8"o. c E.W. TO & BOT w/90° HOOKS -.E. 6 PILE CAP DETAILS S1.01 SCALE: 3/4" = 1'-0" a_ Q #5 DOWELS TO MATCH COLUMN REINFORCING, TIE INTO PILE CAP W/ STD. 90° HOOK PILE PER PLAN FRANGIBLE MASONRY WALL SEE DETAIL 8/S1.01 4" BREAKAWAY SLAB ELEV. SEE PLAN_ _ SIC I N 5» 1 —3- 8„ 71" • a 4 6r I i C-1 Lai -=z 75» C2 5" 78 C4 2, _ 0» C1 I I PILE / I � I I I -- -- - P3 PILE 20" DEEP CONC. PILE CAP #5 @ 8"o.c E.W. TOP & SOT w/90' HOOKS E.E. 5" 5" PI E PI E �—------------------ —� I I 114 rw rw Fe I► 1\ i�� i PILE I I P2 20" DEEP CONC. PILE CAP #5 @ 8"o. c E.W. TOP & BOT w/90° HOOKS E.E. SEE DETAIL 4/S1.01 FOR COLUMNS ADJACENT TO CMU WALLS COLUMN REINFORCING REINFORCING SHALL BE #5 VERTICAL IN THE QUANTITY INDICATED IN EACH DETAIL. PROVIDE #3 SETS OF CLOSED TIES @ 8" O.C. VERTICALLY, TYPICAL. CONCRETE STRENGTH SHALL BE f'c = 4000 psi. 2-0" I, I I LOW • r- �Ln C4 _I COLUMN DETAILS SCALE: 3/4" = 1'-0" 2 1 TOP OF SLAB II 6 1 t 10x20 FRANGIBLE I I- FOOTING SEE 8/S1.01.I 7 SECTION _ S1.01 SCALE: 3/4" = 1'-0" HECKMAN DOVETAIL TRIANGLE TIE (#103) W/DOVETAIL ANCHOR SLOT (#100) @ 24" O.C. VERT. MIN. (3) PER 4'-8" BREAK AWAY PANEL. SHEAR CAPACITY = 742 W/FT ELEV. +SEE PLAN NAVD B/BEAM 1/2" MIN. PERIMETER ISOLATI JOINT W/BACKER R AND SEALANT. S SECTION A- 8" FRANGIBLE CMU WALL W/#5 @ DOWEL BAR 32" O.C. MAX. IN GROUT FILLED CELLS (3 EACH PANEL). EMBEDDED INTO FOOTING BELOW. DO NOT DOWEL INTO GRADE BEAM ABOVE. 1 Ox2O FOOTING w/1 x4x12"Ig KEYED JOINT AT 4'-8" O.C. PROVIDE 2-#5 REBAR. BREAK REBAR AT JOINTS UNREINFORCED 4" CONC. BREAK—AWAY SLAB ON GRADE OVER 6 MIL VAPOR 1/$"x1" DEEP SAWCUT BARRIER, OVER TERMITE TREATED w/ ELASTOMERIC COMPACTED FILL. SAWCUT SEALANT SLAB—ON—GRADE ON A 5-0"x5-0" GRID. NOTE: SAWCUT CONCRETE SLAB WITHIN 4 TO 12 HOURS OF CONCRETE PLACEMENT SAWCUT DETAIL SCALE: 3/4" = 1'-0" 1-#5 IN CONC. FILLED CELL EA. SIDE OF JOINT TROWELED MORTAR JOINT 4'-8" MAX. 1" DEEP MAX. O.C. SEALANT W/BACKER ROD_/ SECTION A- A FRANGIBLE MASONRY WALL SCALE: 3/4" = 1'-0" DOVETAIL TRIANGLE TIE /DOVETAIL ANCHOR SLOT 24" O.C. VERT. MIN. (3) " BREAK AWAY PANEL. NPACITY = 742 #/FT , CZ O Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 I]Iilf 5 P' P O N :'J� •��GENSF'' � ` v N Syq OF ��`, ' P Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. r N W � J I LL Uj Lu � T U Q w = m U Lf)wU amz a1�J a Q FOUNDATION DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS / WAC /LAP DATE 03.23.18 SCALE AS NOTED LPA No. STAR -17-00820 CONTROL No. 2012 SHEET 51.01 SHEET 6 of 14 2-#4 SUPPORT #5 @ 12" OC TOP w/ STD 90` BEND 113 SPAN TOP REINFORCING I� #4 @ 12" 7" STRUCTURAL OC EA. WAY CONCRETE SLAB BOTTOM. MONOLITHIC CONCRETE GRADE BEAM, SEE PLAN FOR LOCATIONS GB -2 TYPICAL GRADE BEAM REINFORCING: 4-#5 TOP & BOT. W/#3 TIES @ 12" OC SECTION SCALE: 3/4" = 1'-0" 1'-0" T/POOL WALL EL. +21.59' NAVD -- 0 0 GRADE BOND BEAM SEE 8/S1.02 • #3 HORIZONTAL @ 8"o.c, CENTERED #4 VERTICAL @ 8"o.c, CENTERED, ALIGNED w/ SLAB REINFORCING 4-#5 TOP & BOTTOM w/ #3 STIRRUPS @ 12"o.c GRADE BEAM REINFORCING POOL WALL DETAIL SCALE: 3/4" = V-0 2-#4 SUPPORT #5 @ 12" OC TOP W/ STD 90° BEND 1 /3 SPAN TOP REINFORCING TOP OF SLAB • L. SEE PLAN TOP OF SLAB #4 @ 12" OC EA. WAY BOTTOM. • • L. SEE PLAN OUTLINE OF GRADE I --- _ BEAM BEYOND, SEE • GRADE SECTION 1/S1.02 GRADE BEAM TOP REINFORCING w CONTINUOUS THROUGH PILE I,_8» CAP, SEE SECTION 1/S1.02 3–#5 EACH WAY ABOVE PILE 14"0 AUGER CAST PILE PER DETAIL 1/S1.01. SEE PLAN OR LOCATION FINISH, SEE ARCH -8" STRUCTURAL CONCRETE POOL SHELL WALL z Q-- 113 SPAN Q TOP REINF RCING cV 1'-2» 2'-0" MIN #5 @ 8"o.c TOP 8" STRUCTURAL CONCRETE SLAB . 00 ry #5 @ 8"o. c v EA. WAY BOT. BEND OVER VERTICAL #5 -AUGERCAST PILE REINFORCING INTO GRADE BEAM/SLAB 14"0 AUGERCAST CONCRETE ANCHOR PILE 1'-0" 1/2" EXPANSION JOINT w/ ELASTOMERIC SEALANT CANTILEVERED CONCRETE TRAVERTINE STONE OVER COPING AS PER POOL COMPACTED SAND BED AS MANUFACTURER/OWNER PER POOL CONTRACTOR SLOPE WATER LINE -ate. j - • 6" WATERLINE TILE COMPACTED SAND BED DESIGNED • BY POOL CONTRACTOR #3 HORIZONTAL @ 8"o.c, CENTERED 10" BOND BEAM w/ 2-#4 • CONTINUOUS AROUND 8„ PEREMETER (TYPICAL) #4 VERTICAL @ 8" O.C., CENTERED TYPICAL COPING/EDGE DETAIL SCALE: 3/4" = V-0" -2 SECTION 1.02,J SCALE: 3/4" = 1'-0" #3 VERTICAL @ 8"O.c #4 HORIZONTAL @ 8"O. c POOL #5 @ "O.C.j/ . 2 EA. WAY BOT � 4–#5 TOP & BOTTOM w/ #3 STIRRUPS @ 12"o.c GRADE BEAM REINFORCING 6 POOL DETAIL 1.02J SCALE: 3/4" = V-0" T/SLAB �4 EL. +21.59' NAVD T/POOL WALLS EL. +20.93' NAVDNI---' #4 @ 16" O.C. HORIZ. GRADE e. 9 SECTION 1.02 SCALE: 3/4" = V-0" \ 0j GRADE • • • N d- 1 2" STOP GRADE BEAM BOTTOM REINFORCING AT PILE 2'-6" 1'-2" 2'-0" MIN 1'-0" T/POOL WALL EL: +21.59' -NAVD •BOND BEAM SEE 8/S1.02 #4 VERTICAL @ 8"O -C, #3 HORIZONTAL @ 8"o. c 14"0 AUGERCAST CONCRETE ANCHOR PILE 7" STRUCTURAL CONCRETE SLAB, SEE 1 & 2/S1.02 5 VERTICAL @ 2" O.C. zx 1" CLEAR TO VERT, REINF.(TYP) 8" CONCRETE WALL (40 Opsi CONC) CRAW SPACE MAINTAIN 2" CONCRETE COVER AROUND OPENING DEEP WELL DRAIN ADD 4pcs #4 x 3'-0" DIAGONALS AROUND DEEP WELL DRAIN OPENING #5 @ 12" O.C. EACH WAY POOL SLAB REINFORCING EL. +SEE PLAN DEEP WELL DRAIN OPENING REINFORCING DETAIL SCALE: 3/4" = V-0" T/POOL WALL EL. +21.59' NAVD_ _ #4@ 12" O.C. E.W. 1 GRADE TYPICAL AT STAIRS. ' �, BOND BEAM SEE 8/S1.02 4 ti Q 4 SEE DETAIL 5/S1.02 FOR REINF. (TYP) • 8" ETRUCUTRAL SLAB w/#5 @ 8" O.C. 4-#5 TOP & BOTTOM w/ #3 EA. WAY BOT STIRRUPS @ 12"o.c GRADE BEAM REINFORCING � SECTION SCALE: 3/4" = 1'-0" #5 @ 8" O.C. TOP #5 @ 8" O.C. TOP 8" STRUCTURAL CONCRETE SLAB SUPPORT 1/3 SPA \TOPPINFORCING 1/3 SPN TOP REINFORCING i� 4-#5 TOP BOTTOM w/ #3 STIRRUPS @ 12" O.C. GRADE BEAM REINFORCING #5 @ 8" O.C. EA. WAY BOT 2-#4 SUPPORT 24"w x 20"d STRUCTURAL GRADE BEAM AT MIDDLE POOL DETAIL SCALE: 3/4" = V-0" 7" STRUCTURAL CONCRETE SLAB, SEE 1 & 2/S1.02 i� CIN GB -3: GRADE BEAM w/(4) #6 TOP- & BOT, ADDITIONAL 1–#5 EA FACE – @ Y3 DEPTHS & #3 CLOSED TIES @ 10" O.C. REINFORCING CONTINUOUS THROUGH PILE SECTION SCALE: 3/4" = V-0" #4 'Z' BAR @ 12" O.C. BRICK VENEER PER ARCH GRADE T/SLAB EL. +21.59' NAVD ------ T/GRADE BEAM EL. +20._26' NAVD Q w v - r -IF J d - I 2'-0" z 00 I 1'-2" 2'-6" MIN 2–#4 SUPPORT BARS OFFICE Copy Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CAR 8344 SC: CA# 3579 00 `5 P P 0/VTi .w\Cq �, F a �0. i = d • SATE OF a, ` M O NA t Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS_ ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. N w Y) J I � In> T w U Q Q Z = mw U Ln U � m � Z >- CD � � J J Q STRUCTURAL SLAB AND POOL DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS / WAC /LAP DATE 03.23.18 SCALE AS NOTED LPA No. STAR -17-00820 CONTROL No. 2012 SHEET 51.02 SHEET .7 OF 1 q- -_ ----- _._. i SHORE PEAPENDICULAR CONC. WA BELOW; j ✓' %' SEE DETAIL 2/S1.01 a a°. .s F—._�__ CONC. COLUMN, SEE S1.0 (TYP) 2x4 BREAKAWAY WALL BREAKAWAY j MASONRY WALL, SEE 11 /S1.01 (TYP) BREAKAWAY MASONRY WALL, SEE 11/S1.01 (TYP) SHORE PERPENDICULAR CONC. WALL BELOW, SEE DETAIL 2/S1.01 PHASE 1 UNDER 51.01 I I SEPARATE PERMIT I I � 1 S2.2 7 S1.01 ----------------- I_ 13\ S2.1 I SHORE PARALLEL CONC. WALL BELOW, ------------------------------------------------ SEE DETAIL 2/S1.01 ff S l ORE _P_.ERP_E-N QI CU.1 D'--N-a— a _-WALL--BELOW' 2/S1.01(SIM) hose SH RE PERPENDICULAR___. S1.01 CO C. WALL BELOW, SE DETAIL 2/S1.01 LOWER LE EL WALL FRAMING PLAN SCALE: 1/4" = 1'-0" r I C E "Y Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 7:N P:3341` ? STATE OF ✓ORIOP�,: S� MAL � Luis A. Ponti3o, PE FL PE#53311 REVISIONS DATE 11 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. LOWER LEVEL WALL FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. [ LAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS / WAC /LAP DATE 03.23.18 SCALE AS NOTED LPA No. STAR -17-00820 CONTROL No. 2012 SHEET S1.1 SHEET 8 OF 14 _ _ SHOREPER ENDICULAR I CONC. WALL BELOW, / - SEE DETAIL 2/S1.01 STRUCTURAL SLAB STRUCTURAL 00 6 REQUIRES FRAMING SLAB ON FILL AT BOTTOM 6 � 9 � g 10 I S2.1 S2. t �,� S1.02 S1.0 �W&LLOW CORE fHEADE H. C. MANUF. OPEN S2.1 SHORE PERPENDI-CULAR_...... _ _ - ---- CONC. WALL BELOW, SEE DETAIL 2/S1.01 HOLLOW CORE FRAMING PLAN SCALE: 1/4" = 1'-0" 5,51 5,51 ...:...:...... i..-.� f -a . ......_... _. �. _........ _ ..._.....__._._.._ to =4" E.J. w/COMPRESSIBLE I -EXPANSION JOINT MATERIAL I AND SEALANT, BY BUILDER T/SLAB I +21.59' I 2x12 SYP#2 LEDGER. \ FASTEN TO CONC. w/(2)/2" 1 T.R. @ 16" O.C. SEE 3/S2.1 z S1.02 — — `L 7 7 y- -._- - - _ _.. 4 1 1/5\ S1.02 S1.02 j I S1.02 I If 6 II #ON©I 12" o cMAT E.W.OBOTTOMII 3/4" E.J. w/COMPRESSIBLE EXPANSION JOINT MATERIAL AND SEALANT, BY BUILDER 1 S2.2 PHASE 1 UNDER SEPARATE PERMIT OFFICr- Car npq. Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CAN 3579 WE Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 6 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. N W V) J S H a>I `w�'QU Z = m 0 U Lf) < U Lij m � Z 0*) < c[j�J D Q HOLLOW CORE FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CH ECKED CS / WAC /LAP DATE 03.23.18 SCALE AS NOTED LPA No. STAR -17-00820 CONTROL No. 2012 SHEET S1.2 SHEET 9 04 -- SIM 4 , } a ------------ ------------------------ 3 g*' z T/TOPPING s1.02 S2.1 � +21.92' '• 0 � NAVD —N E ------ cv --- — -------- 2x8 DECK JOISTS + @ 16" O.C. 11 Lj_j . i u If -------- - --- - - - - - - - -------- CON C. - BEAN- SEE --- I 0 9/S1.01 (TYP) f _------- — -------- - 7 --- ----- -- = S2.1 f SIM --------- — ------- ------------- __ S2.1 ! ,. , l f - - - - - - - - ----- - - - - -- I ,f S2.1 SHORE PERPENDI-CULAR_...... _ _ - ---- CONC. WALL BELOW, SEE DETAIL 2/S1.01 HOLLOW CORE FRAMING PLAN SCALE: 1/4" = 1'-0" 5,51 5,51 ...:...:...... i..-.� f -a . ......_... _. �. _........ _ ..._.....__._._.._ to =4" E.J. w/COMPRESSIBLE I -EXPANSION JOINT MATERIAL I AND SEALANT, BY BUILDER T/SLAB I +21.59' I 2x12 SYP#2 LEDGER. \ FASTEN TO CONC. w/(2)/2" 1 T.R. @ 16" O.C. SEE 3/S2.1 z S1.02 — — `L 7 7 y- -._- - - _ _.. 4 1 1/5\ S1.02 S1.02 j I S1.02 I If 6 II #ON©I 12" o cMAT E.W.OBOTTOMII 3/4" E.J. w/COMPRESSIBLE EXPANSION JOINT MATERIAL AND SEALANT, BY BUILDER 1 S2.2 PHASE 1 UNDER SEPARATE PERMIT OFFICr- Car npq. Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CAN 3579 WE Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 6 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. N W V) J S H a>I `w�'QU Z = m 0 U Lf) < U Lij m � Z 0*) < c[j�J D Q HOLLOW CORE FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CH ECKED CS / WAC /LAP DATE 03.23.18 SCALE AS NOTED LPA No. STAR -17-00820 CONTROL No. 2012 SHEET S1.2 SHEET 9 04 SW NAILING: 8d@3"/6" (2)2x8-1 1 Z� \ J \ j 4 X Cy Z @ ?3 0000 N C �. I X N (02x8 -1Y1 SW NAILING: 8d@3"/6" 010 0 0 (02x8-1 /1 (2)2x8-1 /1 (2)2x8-1 /1 (2)2x8-1 /1 SW NAILING: SW NAILING: 8d@3"/6" 8d@3"/6" _ R.ELLIS-.. E./ U1 I, .......... ^._. __ ..._.__........... 1_ X N 1 Z_ J \ f._.- ZX 00 N i N a --- O TREL IS EAM BY OTHERS TRELLIS BEAM BY OTHERS TRELLIS BEAM BY OTHERS _ _ _ -...-- .. __..---- . I — ..............__.--------- - - -- -------- ---------------------------------------------- C14 - ---- -...................------ 6 UPPER LEVEL WALL FRAMING PLAN SCALE: 1/4" = 1'-0" FRAMING NOTES: 1. FOR TYPICAL WALL FRAMING, SEE DETAIL 1/S2.0 2. ALL BUILT—UP POST, HEADERS & BEAMS SHALL BE FASTENED PER 4/S2.0 PHASE 1 UNDER SEPARATE PERMIT SYMBOLS LEGEND Y _l � INTERIOR BEARING WALL. '-- DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE I I SHEARWALL SHEATHING TO BE APPLIED. SW 3 8d@3"/6" 8d @DESIGNATES 8d COMMONS @ 3" O.C. EDGE & 6" O.C. "IN THE LOU P O n t I g O and • FIELD" Associates, Inc. 420 Osceola Avenue DESIGNATES THE NUMBER OF PLY'S OF (2)2x8-1/2 HEADER, HEADER SIZE, & JACK/KING SIMPSON HTT5 W/ 5/e"O THREADED STUDS NEEDED FOR HEADER OPENING. Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 ---- BEAM OR TRUSS, SEE PLAN WALL STUD SCHEDULE e`„yunrrrrrrer LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR MAX 2x4 SPF#2 @ 16" O.C. NO' EXTERIOR 10'-1 2x6 SPF#2 @ 16" O.C. or�� MAX 2x4 SPF#2 @ 12" O.C. -i �E STC OF ZZ EXTERIOR 10'-1 TO 14,-0" 2x6 SPF#2 @ 16" O.C. 10,- INTERIOR MAX 2x4 SPF 2 " @ 16 # O.C. q . A ' 0 %p�/,C�*•��\'c Cj� `� N INTERIOR 12'-0" 2x6 SPF#2 @ 16" O.C. or MAX 2x4 SPF#2 @ 12" O.C. 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET Luis A. P O n t i 3 0, PE ARCHITECTURAL REQUIREMENTS, FL PE#53311 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. REVISIONS DATE 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS @ 16" O.C. MINIMUM. SEE 2/S2.0 FOR ADDITIONAL ANCHORS AT SHEARWALLS GENERAL NOTES 1. SEE DETAIL 1/S2.0 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER FIELD ALTERATION PLIES. CONTRACTOR SHALL CONTACT LOU 2. SEE SHEET SO.0 FOR ROOF AND FLOOR PONTIGO 8 ASSOCIATES PRIOR TO SHEATHING SPECIFICATIONS. MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE FROM THE INTENT OF THE ORIGINAL '. CONSTRUCTION DOCUMENTS ANY PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES FIELD ALTERNATIONS MADE PRIOR TO TOGETHER PER DETAIL 4/S2.0 BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR 4. INSTALL SOLE PLATE ANCHORS PER DETAIL INSPECTION FEES. 1/S2.0 OF F I C3 E '' N LU un J SH aLij of > 2 Uj U Q Q Z = W � U m L,r) U Uj m [off— z �Q'Q CL[�J J Q UPPER LEVEL WALL FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS / WAC /LAP DATE 03.23.18 SCALE AS NOTED LPA No. STAR -17-00820 CONTROL No. 2012 SHEET S1.3 SHEET 100E 14 ANCHOR LEGEND • SIMPSON DTT2Z W/ Y2'O THREADED ROD EPDXIED 6", SEE 7/S2.0 . SIMPSON HTT5 W/ 5/e"O THREADED ROD EPDXIED 7.5", SEE 7/S2.0 OF F I C3 E '' N LU un J SH aLij of > 2 Uj U Q Q Z = W � U m L,r) U Uj m [off— z �Q'Q CL[�J J Q UPPER LEVEL WALL FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS / WAC /LAP DATE 03.23.18 SCALE AS NOTED LPA No. STAR -17-00820 CONTROL No. 2012 SHEET S1.3 SHEET 100E 14 8 S2.0 ---------------------------- -------- -------- --------- -- ------------------------------ ---------------------;--' ------------ ---- _..--------- ---- -- --- - - ----- — _ _N ------ ------- _ .._--... I I 1 2-j" RDI qI Lu _;ice_ I-- I { I I II It it I I I I_ I 1141 I I I -J F L I H 1 i I JL° id I -- i —_.... - __....------------- _ _..._ _ _..._..__ _. ...._ _ _ . I I S2.1 I i S2.1 I I i II I 111111 �I I 11 l JI11_ /'""' i! I \ \I1 I i J_........_. !----------------....---------.._ ............. ..-----.__-------------- If 7 S2.0 TRUSS / ROOF RAFTE R NOTES: STRAPPING NOTES 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING WITH 2-12d TOENAILS & 1—SIMPSON H2.5T UPLIFT STRAP UNLESS OTHERWISE NOTED ? i • �� I I I ROOF TRUSS FRAMING PLAN SCALE: 1/4" = 1'-0" PHASE 1 UNDER SEPARATE PERMIT F71 SYMBOLS LEGEND H2.5T DESIGNATES UPLIFT CONNECTION, FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)H2.5T CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET S0.0. 4. FOR TRUSS UPLIFTS UP TO 2200 LBS., CONTRACTOR MAY FASTEN TRUSS TO THE FOUNDATION w/ QGT w/QT PER MANUFACTURER'S SPECIFICATIONS. 5. WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. 0 IC'sC OP, It y Lou Pontigo and Associates, Inc. 420 Osceola Avenue )ax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Z ........... v No. 53311 A' OF Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. N w un J S � In 0 0 > 7 U Q U = mLLJ 0U Un < U� m F_ Z >- CJ) V V__ Q�f-*",J < Q 2 ROOF TRUSS FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS / WAC /LAP DATE 03.23.18 SCALE AS NOTED LPA No. STAR -17-00820 CONTROL No. 2012 SHEET SIA SHEET 110E 14 TYPICAL STUD NAILING: 0.131x3" END NAILS: (2) @ 2x4, (3) @ 2x6, (4) @ 2x8. 2x BLOCKING ONLY REQUIRED IF SHEARWALL SIMPSON H2.5T OR LSTA12 STRAP FOLDED OVER TOP PLATE FASTEN LOWER STUD TO TALLER STUD w/ 2—ROWS OF 10d COMS @ 12" O.C. TYPICAL SOLE PLATE NAILING: 0.131x3" TOE NAILS: (3) @ 2x4, (4) @ 2x6, (5) @ 2x8. PT. SPF#2 SOLE PLATE TYPICAL HEADER NAILING 0.131X3" TOE NAILS 2X6, 2x8 = (5) NAILS 2x10, 2x12 = (7) NAILS 9" LVL, 11" LVL = (7) NAILS 14" LVL, 16" LVL = (9) NAILS SYP#2 DBL. TOP PLATE RAISED HEADER i -------------- ARCHED TRANSOM OPTION SEE RIGHT WINDOW SILL SEE SCHEDULE 6/S2.0 FOR SILL SIZE AND CONNECTION EACH END WALL FRAMING AT PLATE CHANGE CONDITION 1 TYP. WALL SECTIONS S2.0 SCALE: 3/4" = V-0" BOUNDARY OF SHEATHING EXAMPLE OF PANEL EDGE w/ BLOCKING WHERE REQUIRED BY GENERAL NOTES NAIL SPACING AT SUPPORTED EDGES, GENERAL NOTES EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANEL EDGE (TYPICAL) NAILING TO INTERMEDIATE SUPPORT IS 6"o.c MAX. (UON) /-RATED SHEATHING, SEE GENERAL NOTES SHEATHING NAILING DETAIL SCALE: 3/4" = 1'-0" UPLIFT CONNECTOR, SEE PLAN 4'-0" MIN. SPLICE LEN( w/ (16) 0.131x3" NAILS EVENLY SPACED SYP #2 HEADER, PER PLAN _ SLAB, SEE PLAN WALL FRAMING AT RAISED HEADER CONDITION STUDS, ROOF TRUSSES, OR FLOOR JOISTS ROOF SHEATHING, SEE SPECIFICATIONS BELOW. 2x SPF BLOCKING PRE—ENGINEERED WOOD RIPPED TO FIT ROOF TRUSSES. WITH GAP SHOWN FULL HEIGHT ANCHOR ROOF TRUSS FRAMING DETAILS SCALE: 3/4" = V-0" r•� 4'-0" MIN: TYPICAL TOP PLATE NAILING: FASTEN ALL TOP PLATES TOGETHER w/ (3) ROWS OF .131x3 @ 12" O.C. STAGGERED SYP#2 HEADER, PER PLANS WINDOW SILL SEE SCHEDULE 6/S2.0 FOR SILL SIZE AND CONNECTION EACH END 8" I 1/2 ' MAX.—f MIN. WALL FRAMING AT FROM SOLE DROPPED HEADER CONDITION PLATE BREAK /2 » (1) ROW OF 1Q)d NAILS @ 4" O C. 2x6 MEMBERS: (2) ROW OF 1 Dd NAILS @ 4" 0 C. STAGGERED 2x4 OR 2x6 POST 1 V2 >, (3) ROW OF 10d (3)ROWS OF 63/4" NAILS @ 8" O.C. ° C TRUSSLOK 11 ENGINEERED WOOD STAGGERED 04 FASTENERS @ 24"o.c ° N S SHOWN ARCHED TRANSOM OPTION: 2x SPF DIAGONAL BLOCKING FASTENED w/ 3-0.131 "x3" EA. END TYPICAL. SHEATHING MAY EXTEND 2" PAST BLOCKING— WINDOW ATTACHMENTS MUST ANCHOR INTO 2x MATERIAL. JACK AND KING STUDS, SEE PLAN SOLE PLATE ANCHOR: '/2 "0 x 6" LG (MIN 32" EMBED.) THREADED ROD ANCHOR DRILLED & EPDXY w/2"O x $" PLATE WASHER, SEE SCHEDULE BELOW n (3) ROWS 12d N SHEARWALLS SPACING AT 12" O.C. EMBEDMENT DEPTH EDGE DISTANCE EA. SIDE. 40" 2—PLY D_ (4) ROWS 12d 1 3/4" 1/2 48" AT 12" O.C. 2x2x'/B " 31/2 " 1 3/4" EA. SIDE. 48" 3—PLY LESS THAN 14" BEAM (3)ROWS OF 5" TRUSSLOK ENGINEERED WOOD FASTENERS @ 24"o.c AS SHOWN 4—HLY 111 1 3—PLY ° ° ° 14" LVL AND GREATER NOTES: 1. TYP. CONNECTION AT STUD COLUMNS, 2x8 POST JACK—__O—KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADD TION TO (2) PLYS BUILT - UP MEMBER FASTENING S2.0% SCALE: 3/4" = V-0" PRE—ENGINEERED WOOD ROOF TRUSS S. c.� NSHEATHING MAY _ TERMINATE AT TOP OF DBL. TOP PLATE. 5" < HEEL < 1'-0" SCAB EXPOSED RAFTER TAIL TO EACH ROOF TRUSS. UPLIFT CONNECTOR DOUBLE TOP PLATE 8 RAFTER TAIL FASTENING DETAIL S2.0 SCALE: 3/4" = V-0" BUILDER MAY CHOOSE EITHER THE DROPPED HEADER CONDITION OR RAISED HEADER CONDITION SOLE PLATE ANCHOR SCHEDULE THREADED ROD 0 EXT. WALL SPACING SHEARWALLS SPACING WASHER SPEC, EMBEDMENT DEPTH EDGE DISTANCE 3/8 40" 16" 2x2x'/8 " 3'/2" 1 3/4" 1/2 48" 24" 2x2x'/B " 31/2 " 1 3/4" MASA 48" 24 N/A N/A N/A WINDOW SILL SCHEDULE ROUGH OPENING DROPPED HEAD OR SILL PLATES MINIMUM END FASTENER EACH END 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS 5 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS SYP#2 HEADER, PER PLAN KING & JACK STUDS SEE PLAN 2x4 P.T. SYP No.2 BLOCKING/CLOSURE FASTEN w/ 3-12d TOE NAILS. RIP DOWN TO REQUIRED DEPTH 3x8 SYP#2 RAFTER TAIL. (2)12d TOE NAILS OPENING /—E.E. (MIN) END FASTENER HEAD OR SILL PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. WINDOW HEAD AND SILL FRAMING SCALE: 3/4" = V-0" SOLE PLATE ANCHORS, SEE 1/S2.0 8x24" CONC. BEAM II WALL w/(2)#5 TOP, MII & BOT. AND #3 TIES A- 8" O.0 LOCATE FULL HEIGHT ANCHOR ON SIDE OF CORNER WHERE UPPER TOP PLATE OVER LAPS 2x4 BLOCKING @24" O.C. FASTEN EACH END w/3 -10d TOENAILS STUD BELOW LOWER TOP PLATE AT BREAK OVER LAP DOUBLE TOP PLATES ORTHOGONAL VIEW OF CORNER 1. O 4-10d COMMONS WALL INTERSECTION CONDITIONS CORNER WALL INTERSECTION CONDITIONS CONDITIONS NOTES: 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS 2. DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL 3. O DENOTES FULL HEIGHT ANCHOR, SEE PLAN 4. 0 DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE OPTIONS ARE SHOWN FRAMED WALL CORNER AND INTERSECTIONS STUDS CONFIGURATIONS SCALE: 3/4" = V-0" SIMPSON HTT5 OR HDU5. FASTEN 26-10d COMONS I�II�i►�'�i WALL FRAMING PER PLAN FULL HEIGHT WALL AT STAIRS SCALE: 3/4" = V-0" HTT5 or HDU5 EADED OXIED DTT2Z MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE TO SISTER A 36" LONG STUD FASTEN w/12- 0.131 x3" GUN NAILS SIMPSON DTT2Z w/8— Y4» x1)/ SDS SCREWS Y2" THREADED ROD EPDXIED 4" MIN OR Y2x6" TITEN HD HOLD DOWN ATTACHMENT DETAIL FR ` Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 P Q� ,��''�� P:. i J ��cENsF v FNo. 53311In N STAT OF g Nim k11/�/r/IIIAl1111111\\\\1 Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES, WOOD FRAME DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. r ---PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS / WAC /LAP DATE 03.23.18 SCALE AS NOTED LPA No. STAR -17-00820 CONTROL No. 2012 SHEET 52.0 SHEET 12oF 14 2x4 BLOCKING. FASTEN EACH END w/3 -10d TOENAILS 6-1Od COMMONS 2X4 T—BRACE. ONLY REQUIRED FOR BRACE LENGTHS > 8'-0". FASTEN w/10d COMMONS @ 6" ON—CENTER ROOF TRUSS 2X6 ANGLE BRACE 2x4x6' SYP#2 LATERAL BRACE EA. X—BRACE w/ 2-16d INTO BOTTOM CHORD OF EA. TRUSS. 1 GABLE END BRACING S2.1 SCALE: 3/4" = 1'-0" NOTES: 1. SPACE GABLE END BRACING @ 4'-6" MAX. 2. ALL MATERIAL TO BE SYP#2 WATERPROOFING BY BUILDER 1— 1 1 1— A 1,11.1!" Al I FXPCIgFn MFTAI 4-12d TOE NAILS (TYP.) L2x4 SYP#2 OUTLOOKERS @ 24" O.C. H3 OR H2.5T HURRICANE CLIP @ EA. OUTLOOKER TO TRUSS. 12" LONG 2x4 BLOCKING WITH 6-10d NAILED INTO BOTTOM CHORD OF GA LE END TRUSS SECTION SCALE: 3/4" WALL SHEATHING UP 16,�WALL SHEATHING UP (1)DIAGONAL BRACE PER GABLE END TRUSS. XX I GABLE END TRUSS. SLAB w/6" (4) TRUSSES APPLIED HOOK ALONG EDGi \ TO BACKSIDE OF WEB. FLOOR 2X4 #2 SYP BLOCK @ EACH GABLE BRACE. FASTEN EACH THREADED ROD TO EXTEND END W/ 3-10d TOENAILS OVER 2x4 BLOCKING AND CABLE TRUSS BOTTOM CHORD BLOCK TO DBL TOP CONTINUOUS LATERAL BRACING, SEE PLT W/ 2—H2.5T FULL HEIGHT WALL ANCHOR AT GABLE TR SS WALL STUD: I 0.131x3 TOE NAILS @ 8"O.C. FROM BOT. CHORD OF TRUSS LOCATION. IF MORE THAN (1) LATERAL TO DBL. TOP PLATE BRACE IS NEEDED, OVERLAP BRACE H2.5T @ 16" O.C. j H2.5T TOP4\F 8-10d LSTA12 @ 48" O.C. OR DBL TOP PLT COMMONS TO GABLE TRUSS BOTTOM CHORD W/ SDWC15600 @ 36" O.C. OMIT IF BOT. SHEATHING OVERLAPS GABLE 12" MIN SECTION SCALE: 3/4" PERMANENT TRUSS BRACING SCALE: 3/4" = 1'-0" ROOF TRUSS CLIPS TOP PLATE ELE NI I N, N, NI .4 HOLDDO N PER PLAN SLAB ELEV. CONC. BEAM WALL (1)DIAGONAL BRACE PER 6" INTO SLAB w/6" (4) TRUSSES APPLIED HOOK ALONG EDGi OF TO BACKSIDE OF WEB. FLOOR BRACING APPLIED TO ROOF FRONT SIDE OF WEBS. ° 4° ° ° ° ° ° ° ° ° ° ° o ° ° ° CONTINUOUS LATERAL BRACING, SEE TRUSS TRUSS SHOP DRAWING FOR QTY. AND WALL STUD: LOCATION. IF MORE THAN (1) LATERAL BRACE IS NEEDED, OVERLAP BRACE H2.5T @ 16" O.C. H2.5T TOP4\F AS SHOWN. PERMANENT TRUSS BRACING SCALE: 3/4" = 1'-0" ROOF TRUSS CLIPS TOP PLATE ELE NI I N, N, NI .4 HOLDDO N PER PLAN SLAB ELEV. I 4 YPICAL WALL STRAPPING DETAIL S2.1SCALE: 3/4" = 1'-0" WALL FRAMING PER PLAN #5 CONT EXTEND VERTICAL CONC. BEAM WALL REINFORCEMENT 6" INTO SLAB w/6" 90' HOOK ALONG EDGi OF SLAB FLOOR ROOF TOP PLATE TO TRUSS WALL STUD: H2.5T @ 16" O.C. H2.5T TOP4\F BOT. HEADER TO JACK STUD: CRIPPLE STUD @ 16" O.C. (2)MSTA24 HOLDDOWN PER PLAN SOLE PLATE ANCHORS, SEE 1 / 2.0 I 4 YPICAL WALL STRAPPING DETAIL S2.1SCALE: 3/4" = 1'-0" WALL FRAMING PER PLAN #5 CONT EXTEND VERTICAL CONC. BEAM WALL REINFORCEMENT 6" INTO SLAB w/6" 90' HOOK ALONG EDGi OF SLAB #4 BENT BAR GROUTED INTO TOPPING 36" U J —6" HOLLOW CORE SLAB AND TOPPING, SEE 7/S1.01 6 H LLOW CORE DETAIL S2.1 SC LE: 3/4" = 1'-0" I GROUT JOINT SOLID PRIOR TO PLACING TOPPING SLAB I I I 2" STRUCTURAL TOPPING w/ 6x6 W2.1 xW2.1 WWF IN FLAT SHEETS. (TYPICAL) _6" HOLLOW CORE SLAB, DESIGNED BY SUPPLIER —x-_j000�000(.0 HOLLOW CORE SECTION SCALE: 3/4" = 1'-0" SINGLE TRUSS BRACING I°I II I°I II II I°I II II I°I II T—BRACE FASTENED TOI WEB w/ 12d @ 6"O.C.°i T—BRACE TO BE THE I°I SAME SIZE, SPECIES, I I AND GRADE AS WEB II TO BE BRACED.°I II I°I II I°I #5 CONT PROVIDE #4 @ 12" O.C. VERTICAL REINFORCEMENT 6" INTO SLAB w/6" 90' HOOK ALONG EDGE OF SLAB BRACING NOTES AND SPECIFICATIONS 1.)ALL BRACING LUMBER SHOWN, EXCEPT FOR T—BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (UON) 2.)BRACING LUMBER SHALL INTERSECT THE WEB OF THE BRACED TRUSS, PER DELEGATED TRUSS ENGINEER. 3.)PERMANENT PERMANENT BRACING WHERE NOTED ON TRUSS MFR. SHOP DRAWINGS. THE CONTRACTOR SHALL PROVIDE 1x4 SYP#3 OR BETTER BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS BOTTOM CHORDS AND ATTACHED TO EACH TRUSS WITH 2-8d COMMON NAILS. AT GABLE END WALLS PROVIDE DIAGONALS AT END WALLS PROVIDE DIAGONALS (APPROXIMATELY 45%) TO THE ADJACENT EXTERIOR PERPENDICULAR WALL BETWEEN EACH LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL CONSTRUCTED OF THE SAME BRACING MATERIAL. THIS REQUIREMENT IS NOT NECESSARY AT HIP ROOFS. ALSO ALONG EXTERIOR WALLS PARALLEL TO BOTTOM CHORD BRACING PROVIDE DIAGONALS IN THE END SPACE BETWEEN THE WALL AND THE FIRST LINE OF BOTTOM CHORD BRACING AT A MAXIMUM SPACING OF 20 FEET. WALL FRAMING PER PLAN #4 BENT BAR GROUTED INTO TOPPING 36" '0 a U J 6 HOLLOW CORE SLAB AND TOPPING, SEE 7/S1.01 8x16 CONC. BEAM w/2—#5 TOP & BOT. AND #3 @ 8" O.C. DO NOT EXTEND FRANGIBLE WALL REBAR INTO TIE BEAM ELEV. +16.3' NAVD 100 YEAR FLOOR � HOLLOW -CORE AT BEAM E-11) 21 SCALE. 3/4" = V-0" WALL FRAMING PER PLAN E.J. w/COMPRESSIBLE EXPANSION JOINT MATERIAL AND SEALANT, BY BUILDER 7" STRUCTURAL SLAB ON GRADE SECTION SEE 5/52.1 F — -- I I I CU I = 3'1 MIN. 6" HOLLOW CORE I SLAB AND TOPPING, I I SEE 7/S1.01 I I I 8x16 CONC. BEAM I L - _ -11 w/2—#5 TOP & BOT. AND #3 @ 8" O.C. SCALE: 3/4" = 1'-0" Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 �s A. /1/i o N0 0 " ^" _ 3111 OF STA <(1 '�1llllf II�f fix`+` Luis A. honti8o, PE FL P E # 5 3 3 1 1 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. N w S� as > 7 U Q Q w = m U 0wU a m Z � cpQ CC CS*141 J Q � I- 2 J Q STRUCTURAL DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION 15 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS / WAC/LAP DATE 03.23.18 SCALE AS NOTED LPA No. STAR -17-00820 CONTROL No. 2012 SHEET S2.1 SHEET 130E 14 I I I i EXISTING HOUSE IN I� ! SEPARATE PERt41 WALL FRAMING I I ! PER PLAN iI 3/4 E.J. w/COMPRESSIBLE STRUCTURAL SLAB STRUCI URAL 3/4" E.J. w/COMPRESSIBLE' REQUIRES FRAMING LAB �N ;FILL EXPANSION JOINT MATERIAL IEXP N AT BOTTOM A BION JOINT MATERIALF-,,, AND SEALANT, BY BUILDER y I STRUCTURAL PILE 1 AND, SEALANT BY BUILDER TOP OF SLAB SUPPORTED SLAB, SEE ' +21.59' NAV f PLAN FOR REINFORCING I U., fla :.aa �S I 4 I °� '. a °a fl 4 tip d u � n w E x HOLLOW CORE SLAB AND CONC. BEAM PER PLAN, SEE 5/S2.1 APPROXIMATE LINE OF GRADE OUTSIDE OF NEW SLAB SEE DETAIL 7 & 8/51.01 a 1 SECTION S2.2J SCALE: 3/4" = 1'-0" I 2 STEPPED FOOTING DETAIL S2.2 J SCALE: 3/4" = 1'-0" ��TCP OF SLAB 7'+1;2.41' NAVD a CONC. RETAINING WALL BEYOND, `SEE PLAN i E - r ------I J14TOP OF PILE +9.34''" NAVD #4 @ 12" O.C. HORIZ. AND VERT. TEMPERATURE REINFORCING (TYP) 08-3: GRADE BEAM w/(4) #6 TOP & BOT, ADDITIONAL 1—#5 EA FACE @ Y3 DEPTHS & #3 CLOSED TIES @ 10" O.C. REINFORCING CONTINUOUS THROUGH PILE TOP OF PILE +13.34' NAVE) 14"0 AUGER CAST PILE PER DETAIL 1 /S1.01 SEE PLAN FOR LOCATION STEPPED CONC. GRADE BEAM SEE DETAIL 2/S2.2 FOR REINFORCEMENT DETAILING TOP OF PILE 1-"+17.59' NAVD Lou Pontigo and Associates, Inc. 420 Osceola Avenue )ax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 i Gp J��CENST `v No 3311 � M _ �. ,T E OF -o P X4.6 o � 0 N A\- Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTSANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. misc. DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. r --['LAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS / WAC /LAP DATE 03.23.18 SCALE AS NOTED LPA No. STAR -17-00820 CONTROL No. 2012 SHEET S2.2 SHEET 140E 14