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HomeMy WebLinkAboutDiCarlo CD Set - 04-10-19 (1)A0.1 Cover Sheet GENERAL NOTES LOCATION MAP PROJECT CONTACTS Detail Keyed Note Exterior Elevation # AX.X Wall Section# AX.X Wall TypeX # XX.X ## SYMBOLS OWNERS: (772) 220-4411 Stuart, Florida 34996 2081 SE Ocean Blvd., Ste. 1A Niki L. Norton, R.A. ARCHITECT: Mark + Michelle DiCarlo DiCarlo Cabana 3026 NW Radcliffe Way Palm City, FL 34990 - n2 architecture + design PROJECT INFORMATION OCCUPANCY: CONSTRUCTION: Low Wall- 4" CMU Exterior Bearing Columns - Masonry Unsprinklered Group 'R-1' - Single Family Residential Pre-Engineered Wood Joists Type VB Roofing Material - Clay Tile to Match existing roof of residence Exterior Elevations + Details Floor plans, RCP, Roof Plan + Notes INDEX OF DRAWINGS Cover Sheet, General Information + Notes Electrical Plans, Legend + Notes E1.0 A2.1 A3.1 A0.1 Sheet Sheet Title Revised xx-xx-xx xx-xx-xx ISSUExx-xx-xx REV. 1xx-xx-xx REV. 2xx-xx-xx REV. 3xx-xx-xx REV. 4xx-xx-xx REV. 5JURISDICTION: St Lucie County AREA TABULATIONS: Covered Cabana:300 Gross Sq. Ft. 15'-0" Roof Dead Load/Live Load: (See Structural) Utilimate Wind Speed: +/-0.18Internal Pressure Coefficient: Building Mean Height: Design Loads: Exposure:C DESIGN PARAMETERS: Wind Importance/Use Factor: Building Design: 1.0 170 mph IIBuilding Risk Category: Roof Overhang:1'-4" Roof Pitch:4/12 n/aImpact Protection: Floor Dead Load/Live Load: (See Structural) Partial Enclosed Nominal Design Wind Speed:132 mph Florida Building Code (6th Edition, 2017) Florida Residential Code (6th Edition, 2017) Florida Existing Building Code (6th Edition, 2017) Florida Plumbing Code (6th Edition, 2017) Florida Mechanical Code (6th Edition, 2017) Florida Fuel Gas Code (6th Edition, 2017) 2014 National Electric Code 2010 Florida Accessibility Code Florida Energy Code (6th Edition, 2017) Florida Fire Prevention Code (6th Edition) 2010 National Fire Alarm Code - (NFPA-72) PRODUCT APPROVALS #Revision Sheet Rev. #DateCopyright3026 NW Radcliffe WayPalm City, FL 34990-DiCarlo CabanaNiki L. Norton, R.A.19-0101All drawings and written material appearing hereinconstitute the original and unpublished work of theArchitect, and the same or any part thereof may notbe duplicated, distributed, disclosed, or used in anymanner without the written consent of the Architect.Penalties shall apply when user duplicatesArchitect's work, without Architect's written consent.©Project Number Issue date Status CD 10-Apr-19AR91827 -architecture + designFoundation + Framing Plans, Details + NotesAS1.1 PROJECT LOCATION 1'-4"1'-4"1'-4"12'-4"1'-4"20'-0"15'-0"17'-4" 4" CMU BLOCK LOW WALL @ 4'-8" A.F.F w/ STUCCO FIN. 8" x 16" CORNER CMU COLS. w/ STUCCO FIN.-SEE ELEVS. R $ V V V V V V FOAM BRACKET TO MATCH EX. RESIDENCE- SPACE EVENLY-CENTER FIRST ONES ON COLUMNS 3"x12" ATTIC VENT IN STUCCO SOFFIT-SEE TYPICAL WALL SECTION 20"x30" ATTIC ACCESS w/ PULL STRING LIGHT ABOVE- OUTSIDE ACCESS SHOULD MATCH CEILING MATERIALS 2x6 T-N-G STAINED WOOD CEILING 1'-4" OH TYP. SCALE: 1/4" = 1'-0" 1 - FLOOR PLAN A2.1 Floor Plan N WALL LEGEND 4" CMU LOW WALL WITH STUCCO FINISH EACH SIDENEW 8" CMU COLUMNS I WITH STUCCO FIN. AND BANDING (SEE EXT. ELEVATIONS FOR DETAILS) GENERAL NOTES 1.Field verify all existing dimensions and utilities prior to construction. Notify Architect of any discrepancies. 2.Dimensions are to framing. Sheet Rev. #DateCopyright3026 NW Radcliffe WayPalm City, FL 34990-DiCarlo CabanaNiki L. Norton, R.A.19-0101All drawings and written material appearing hereinconstitute the original and unpublished work of theArchitect, and the same or any part thereof may notbe duplicated, distributed, disclosed, or used in anymanner without the written consent of the Architect.Penalties shall apply when user duplicatesArchitect's work, without Architect's written consent.©Project Number Issue date Status CD 10-Apr-19AR91827 -architecture + designSCALE: 1/4" = 1'-0" 2 - REFLECTED CEILING PLAN N RCP LEGEND Stucco Eave (Medium Texture Finish) V New Vapor-Shielded Recessed Light Fixture New Ceiling Mounted Fan New Exterior-Grade Flood Light Tongue-and-Groove Wood Color as selected By Owner Attic Access, Min. 20x30 ROOFING SPECIFICATION 1.Roofing shall be clay s-tile roofing to match existing residence (or approved equal) over #90 felt exterior plywood roof sheathing. Refer to Structural Drawings for thickness and nailing pattern. Install roofing as per manufacturer specifications and NOA Product Approval Requirements. SCALE: 1/4" = 1'-0" 3 - ROOF PLAN N SOFFIT VENT CALCULATION BUILDING AREA 300 SQFT X 1/150 = 1.99 SQ. FT. REQUIRED ROOF VENTING 3"x12" = .25SF x (12) = 3.00 SQ. FT. PROVIDED CALCULATION BASED ON FBC RESIDENTIAL 2017 SECTION R806.2 MINIMUM VENT AREA 1 A3.1 1 A3.1 2A3.12A3.13 A3.1 10'-8" A.F.F TOP OF BEAM S-TILE TO MATCH EXIST. ROOF OF RESIDENCE CORBELS TO MATCH EXIST. RESIDENCE STUCCO BAND-SEE DTL. STUCCO FIN. BLOCK COLS. FINISH TO MATCH EX. RESIDENCE 4 12 10'-8" A.F.F TOP OF BEAM S-TILE TO MATCH EXIST. ROOF OF RESIDENCE CORBELS TO MATCH EXIST. RESIDENCE STUCCO BAND-SEE DTL. 4/A3.1 STUCCO FIN. BLOCK COLS. FINISH TO MATCH EX. RESIDENCE LOW WALL w/ STUCCO FIN. w/ 2" PRECAST CAP 4 12 4'-10"12"H STUCCO BAND w/ 1" REVEAL, EA. COL. BASE, TYP. FINISH FLOOR 0'-0" SEE FOOTING SCHEDULE CONC. TURN-DOWN SLAB 4" MIN. GRAVEL BED 5/8" EXT. STRUCT. PLYWOOD SHEATHING OVER 90# FELT ATTACHED TO SIMPSON CONNECTOR CONNECTOR-SEE T-N-G WOOD FINISH 8" x 24" CONC. BEAM- STUCCO FINISH HI-RIB LATH SPRUCE FASCIA EDGE 2x8 FASCIA-PRE-PRIMED GALVALUME DRIP 1x2 P.T. DRIP EDGE ARCHITECTURAL CONCRETE 'S' TILE PRE-ENG. WOOD TRUSSES @ 24" o.c. CONN. SCHED. TOP OF BEAM 10'-8" A.F.F. SEE FRAMING PLAN 1/2" MIN. STUCCO FINISH 12 4 SEE BEAM SCHED. 3" x 12" VENT -SEE RCP TOP OF BLOCK 4'-8" A.F.F. FOAM STUCCO BRACKET- STUCCO FINISH 4" CMU w/ 1/2" MIN. TOP COURSE w/ #4 REBAR 4" CMU BOND BEAM @ GROUT SOLID #4 REBAR @ 4'-0' o.c.- GROUT SOLID #4 REBAR J- SHAPE @ 4'-0' o.c.- w/ 30" OVERLAP - GROUT SOLID SEE DETAIL A3.11'-4" 1'-0" 1"4"4 1/2"1 1/2"1"2 1/2"1 1/2"1"1"6"3/4" 1'-6" 3/4"1/2"1 1/2"1/2"2 1/2"1'-7 1/2" 1 - NORTH/SOUTH ELEVATION SCALE: 1/4" = 1'-0" A3.1 Elevations Exterior Sheet Rev. #DateCopyright3026 NW Radcliffe WayPalm City, FL 34990-DiCarlo CabanaNiki L. Norton, R.A.19-0101All drawings and written material appearing hereinconstitute the original and unpublished work of theArchitect, and the same or any part thereof may notbe duplicated, distributed, disclosed, or used in anymanner without the written consent of the Architect.Penalties shall apply when user duplicatesArchitect's work, without Architect's written consent.©Project Number Issue date Status CD 10-Apr-19AR91827 -architecture + design2 - EAST/WEST ELEVATION SCALE: 1/4" = 1'-0" 3 - WALL SECTION SCALE: 3/4" = 1'-0" 3 A3.1 5 - CORBEL DETAIL SCALE: 3" = 1'-0" 4 - BAND DETAIL SCALE: 3" = 1'-0" 60"x60"x18" DEEP W/ #5s @ 8" O.C. EA. WAY 4" 3,000 PSI CONC. SLAB W/ FIBERMESH, AND/OR 6X6 -10/10 WMM WITH MIN. 1" COVER ON 6 MIL. POLY VAPOR BARRIER OVER COMPACTED CLEAN FILL. FOUNDATION SHALL BE COMPACTED TO MINIMUM 95% MODIFIED PROCTOR, IN ACCORDANCE WITH ASTM D1557 AND COMPACTED IN LIFTS NOT TO EXCEED EIGHT INCHES IN DEPTH. PROVIDE CONTROL JOINTS 12'-0" O/CS EACH WAY MAX. CUT IN SQUARES 0'-0" T.O. SLAB #5 REBAR EACH CELL- GROUT SOLID 3" PVC DRAIN PIPE & 1 2" WATER LINE FOR FUTURE SINK-CONNECT TO EX. SS + WATER LINE (1) #5 CONT 3" MIN. COV. SCALE: 1/2" = 1'-0" THICKENED EDGEB CONC SLAB X 1'-0"1'-0" 3" MIN.3"MIN.FIN GR X (2) #5 CONT 3" MIN. COV. SCALE: 1/2" = 1'-0" 4" CMU WALL FOOTINGA FIN FLR #4 REBAR CONC SLAB X 1'-8"30" min.OVERLAP2'-0"1'-0"8"3" MIN.3"MIN.FIN GR @ EVERY 4'-0" o.c. @ EACH END OF WALL 1'-4" OH TYP. AS1.1 Details Foundation SCALE: 1/4" = 1'-0" 1 - FOUNDATION PLAN N c. shall meet 8" -10" slump test. d. horizontal reinforcing shall be cont. for 1-1/2" min. cover from bottom beams: walls: footing: floor slab: 3/4" min. cover from top e. protect for reinforcing: d. horizontal reinforcing lapping shall lintels over openings & hooked into jambs. joint ladder type @ 16" o.c. & lap min. 12" 4. SOIL BEARING CAPACITY a. shall meet 2500 psf. a. shall meet ASTM C 476 standards. b. shall have a min. 2000 psi compressive strength. e. Finish concrete with single trowel. See Finish Schedule for floor finishes. b. shall load bearing concrete masonry units. c. shall meet 1500 psi compressive a. shall meet ASTM C 270 standards. GENERAL NOTES: FOUNDATION PLAN a. shall meet ASTM standards for 60 Grade. e. Finish concrete with single trowel. d. Grade floor slab for drainage. footing through pre-cast lintels @ jambs. c. vertical reinforcing shall extend from b. vertical reinforcing shall be 3/4" from 2. REINFORCING masonry. a. shall be Class 1. b. shall meet 5" Slump Test. strength after 28-day cure. c. shall meet 3000 psi compressive 1. CONCRETE d. Grade floor slab for drainage. c. joint type shall be concave. b. shall be type M.ORS 6. MASONRY GROUT 5. MORTAR 3. CONCRETE MASONRY UNIT a. shall be meet ASTM C 90. strength after 28-day cure. Fiber mesh made of synthetic fiber manufacturer per ACI 544.IR-82. 2a. Alternate for wire mesh: 1-1/2" min. cover 1-1/2" min. cover 3" min. cover - - SCALE: 1/2" = 1'-0" 3 - FOUNDATION DETAILS Sheet Rev. #DateCopyright3026 NW Radcliffe WayPalm City, FL 34990-DiCarlo CabanaNiki L. Norton, R.A.19-0101All drawings and written material appearing hereinconstitute the original and unpublished work of theArchitect, and the same or any part thereof may notbe duplicated, distributed, disclosed, or used in anymanner without the written consent of the Architect.Penalties shall apply when user duplicatesArchitect's work, without Architect's written consent.©Project Number Issue date Status CD 10-Apr-19AR91827 -architecture + designCONNECTION SCHEDULE MANUFACTURERTYPE A 1810 -(9)1OD X 1 1 2" B -(10) 10D X 1 1 2" X REINFORCEMENT BEAM SCHEDULE NOTES: LOCATIONBEAM ID LINTEL (A.F.F.) TOP OF BEAM/ LINTEL TYPE OF BEAM/SIZE (W x H)TOP MIDDLE REBAR NOTES: REINFORCEMENT OTHER BOTTOM COVERED CABANAB-1 8" X 24"CONC. BEAM 10'-0"(2) #5 (2) #5(2) #5 1,2,3,4,5 B-X #3 STIRRUPS @ 10" O.C. @ GIRDERS 1.All connectors shall be attached per manufacturer standards. Verify with manufacturer prior to installation 2.Truss to truss connections by Truss Manufacturer. 3.Provide filled cells at all girder truss locations. 4.Provide engineered roof truss shop drawings for Architect review and approval. 5.All members are anchored to concrete beam with SIMPSON HETA16 unless otherwise noted. 6.Verify uplifts with truss manufacturer engineer package prior to installation of connectors. 7.Maximum allowable truss deflections shall be no more than 5/8". 8.Install moisture barrier between concrete and wood truss (Simpson TSS companion member of HETA.) 1.Refer to Wall Sections and Building Sections for more details. 2.Refer to Floor Plan & Roof Plan for information on door and window details. 3.Stirrups shall be located at the end of each beam and each turn of reinforcement. 4.Reinforcing of concrete tie beam shall be continuous. All splices shall be minimum of 22 inches. See reinforcement notes sheet AS1.1. 5.Concrete for tie beam and lintels shall have a compressive strength of 3,000 psi at 28 days. See Concrete Notes Sheet AS1.1. SIMPSON HETA16 SIMPSON HHETA16 2234 UPLIFT CAPACITY FLOOR CAPACITY NAILING REMARKS NOTES: - LOAD CRITERIA DL = 25 PSF; 20 PSF TOP CHORD & 5 PSF BOT CHORD LL = 20 PSF WL = MAX VERT. = -60.2 PSF, MAX HORIZ. = -50.6PSF DESIGN CRITERIA FOR WIND: ASCE 7-10 ·170 MPH UCT WIND SPEED (132 MPH NOMINAL WIND SPEED) ·RISK CATEGORY: II - EXPOSURE CATEGORY "C" ·ENCLOSED BUILDING (±0.18 INTERNAL PRESSURE COEFFICIENT) SCALE: NTS = 1'-0" 4 - WIND LOADING DIAGRAM N COMPONENT AND CLADDING 100 sqft - +18.3/-32.2 50 sqft - +18.7/-33.2 20 sqft - +19.1/-34.4 100 sqft - +18.3/-38.2 50 sqft - +18.7/-44.5 20 sqft - +19.1/-52.9 +19.5/-79.5 1 2 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 22 2 2 1 1 11 SCALE: 1/4" = 1'-0" 2 - FRAMING/BEAM PLAN N B-1 A A AS1.1 B AS1.1 A AS1.1 B B B B B-1 B-1 B-1 A AA12. All domestic water copper pipes and fittings above ground GENERAL NOTES: PLUMBING connection of new equipment. utilities & water pressure prior to construction. Any 1. Contractor shall field verify location and size of all existing discrepancies with existing conditions and Permit Documents, dust free systems. lines shall be free of debris prior to 3. Water & Sewer lines shall be capped and sealed to maintain 2. All labor, materials, and equipment provide by Contractor contractor shall notify the Architect prior to modifications. shall be type 'L' and underground shall be type 'K' per shall be in accordance with all local & state applicable codes. 4. Piping penetrating any walls and floors shall be sealed.material, where applicable.Any penetration of fire walls shall be sealed with firestopping 5. Piping penetrating the roof shall receive flashing and counter flashing. Coordinate with roofing manufacturer. ground water piping, with 1" min. clearance between sleeve 6. Provide sleeves for piping penetrating the slab and under- and inside surface and pipe exterior. UL 723 not exceeding a flame spread rating of 25 and a smoke hazard rating to meet ASTM E84, NFPA 255, and 7. All insulation and adhesives shall have a composite fire and 8. Insulate all hot water pipes with 3/4" thick flexible foam. smoke developed rating of 50. conditioned spaces. Provide aluminum jacket and label 10. Insulate all domestic water piping where exposed in non- 9. Insulate or wrap all piping to prevent vibration and sound transmission caused by water flow. piping. comply with all local and state applicable codes. 11. All pipe hangers and supports shall be factory fabricated and ASTM B-88. 13. All drainage & vent pipes and condesate lines shall be Schedule 40, Type DWV in conformance with ASTM D2665. 14. For drainage line for dishwasher use copper type 'DWV' per ASTM B-306. 15. All copper pipes shall avoid contact with all other metals & and concrete masonry. If copper water lines run through metal studs, provide protection with metal stud inserts. 16. Install main water cut-off valve and backflow preventer location. Main water valve shall be ball valve and backflow where water line enters the building. Install in an accessible preventer shall be a double check valve. 17. For all domestic water shut off valves install ball valves. it enters the water heater. 19. Install a ball valve at water heater on the cold water line as 20. All connections at water meters, backflow preventers, and appliances shall be made union joint. 18. Install pressure balance and antiscald valve (140°F) for tubs/showers. 21. Install cleanouts every 50' on 4" drain lines and at base of each vent in accordance with all applicable local and state codes. Owner prior to order accessories for plumbing fixtures. 26. All finished of pluming fixtures shall be coordinate with 27. Owner shall select all plumbing fixtures and accessories. diagrammatically drawn. Field conditions may require 25. Plumbing layout and plumbing riser diagrams are modifications to layout for proper installation of piping and fixtures. No modifications shall comprise the design intent of the building. All work shall be installed by a licensed plumbing contractor. 23. Coordinate all piping to avoid conflicts with all trades. 24. All plumbing fixtures are located on the plans. 22. All piping shall be concealed within the walls, chases, between floors, and under slab. Provide access panels for all concealed shut-off valves. between the Owner and Contractor. 28. Fees for permits and other related items shall be coordinated STUB 1" CONDUIT FROM SUB PANEL FOR FUTURE ELECTRICAL SUB PNL FROM MAIN PNL B V V V V V V $SR $ E1.0 + Plans Schedules Electrical GENERAL NOTES: LIGHTING 1. Contractor shall compare the electrical drawings and specifications with drawings from other trades. Contractor shall report any discrepancies to the Architect. Obtain written instructions for any necessary changes. 2. Furnish and install fixtures as called for on the plans or as selected by Owner. 3. Contractor shall verify fixture type and locations with owner prior to installation. 4. All electrical work and materials to be installed per NEC, NFPA, local, state, and national code. 5. Location of electrical raceways, switches, panels, equipment, fixtures, etc. shall be adjusted to accommodate the work to avoid interferences anticipated and encountered. 6. Coordinate heights of wall mounted lighting fixtures to clear mirrors, cabinets, builts-ins, trim, etc. 1. Contractor shall compare the electrical drawings and specifications with drawings from other trades. Contractor shall report any discrepancies to the Architect. Obtain written instructions for any necessary changes. 2. Contractor to verify and coordinate utility service with local utility company. Locate meter and panel as required. 3. Install temporary power for construction as required. 4. All electrical work and materials to be installed per NEC, NFPA, local, state, and national code. 5. Location of electrical raceways, switches, panels, equipment, fixtures, etc. shall be adjusted to accommodate the work to avoid interferences anticipated and encountered. 6. Contractor shall verify switch type and locations with owner prior to installation. Color of cover plates, switches and receptacles shall be selected by owner. 7. Contractor shall determine the exact route and location of each electrical raceway prior to make-up and assembly. 8. Outlets and appliances are shown and located on the drawings as accurately as possible. All measurements shall be verified on the project and in all cases the work shall suit the surrounding trim, finishes, and/or construction. 9. Heights of all outlets shown on the drawings are approximate only. 11. Load data and calculations were designed based on information given to Architect at the time of the design. Prior to installation of all equipment verify size of equipment and panel sizes. 12. Electrical system shall be grounded. See Riser Diagram. 13. Outlet boxes shall be pressed steel in dry locations, cast alloy with threaded hubs in wet and damp locations and special enclosures for other classified locations. 14. Disconnect switches shall be H.P. rated, heavy duty, quick-made, quick break enclosure required by exposure. 15. Smoke detectors shall be hard wired (110 volt type) to non-switchable light circuit and shall not be connected into the load side of a ground fault circuit. 16. Smoke detectors shall be located on or near ceiling inside and outside each sleeping area. Verify locations of smoke detectors with the drawings. 17. Smoke detectors shall be 110 volt type, with a test button with battery back-up system and visible "power on" indicator. 18. All 12-volt, single phase, 15 and 20 amp branch circuits supplying outlets installed in dwelling unit family rooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms, rec rooms, closets, hallways, similar rooms or areas shall be protected by a listed arc-fault circuit interrupter combination type, installed to provide protection of the branch circuit (NEC 2008 210.12 (B)). 19. Tamper Resistant Receptacles (NEC 406.11) are required in dwelling units in all areas as specified in 2008 NEC 210.52, all 125 volt, 15 and 20 amp receptacles. 20. All utilities to be connected to the house shall be buried underground. 10. All outlets installed outdoors, bathrooms, and garage shall have ground-fault interrupter circuit breaker or receptacle. All outlets installed in the bedrooms shall have arc-fault interrupter receptacles. WIRE SIZING TABLE BRK 250250 300 350 350 500 3100 125 150 200 225 175 1 1/O 3/O 4/O 2/O 20 30 70 90 50 12 10 4 3 8 CGNDN 3"4250 3 3500 350 4" 4" 1 1/2"83 6 6 1 1/O 6 44/O 3/O 2/O 6 2" 2" 2 1/2" 2 1/2" 2" 12 10 12 10 8 8 4 3 8 10 3/4" 3/4" 1 1/4" 1 1/2" 1" GENERAL NOTES: POWER ELECTRICAL LEGEND V XX $ R $ S Rhenostat for Fan + Light controls Switch Single Pole Flood Lighting XX Ceiling Fan - to be selected by Owner Vapor-Shielded Recessed Light Fixture Sheet Rev. #DateCopyright3026 NW Radcliffe WayPalm City, FL 34990-DiCarlo CabanaNiki L. Norton, R.A.19-0101All drawings and written material appearing hereinconstitute the original and unpublished work of theArchitect, and the same or any part thereof may notbe duplicated, distributed, disclosed, or used in anymanner without the written consent of the Architect.Penalties shall apply when user duplicatesArchitect's work, without Architect's written consent.©Project Number Issue date Status CD 10-Apr-19AR91827 -architecture + designSCALE: 1/4" = 1'-0" 1 - ELECTRICAL POWER PLAN N SCALE: 1/4" = 1'-0" 2 - ELECTRICAL LIGHTING PLAN N RISER DIAGRAM SCALE: N.T.S. D/C 200AMP PNL 'A' 200AMP D/C 100AMP PNL 'B' 100AMP EXISTING EXISTING EXISTING 300AMP MAIN EX. GRD. ROD 1" C. (3)#10 THHN EXISTING 30AMP SUB-PNL NEW