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HomeMy WebLinkAboutAPPROVED 08) notes & details - EsignedCOIDES AND STANDARDS I, WIND LOADS ARE PER ASCE -1-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, FOR A 110 MPH WIND SPEED (3 SEC GUST), EXPOSURE D, INTERNAL PRESSURE COEFFICIENT (CLOSED STRUCTURE) 0,15, IMPORTANCE FACTOR, AND BUILDING CATEGORY II, 2, THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE: A, FLORIDA BUILDING CODE 2020 (ITH EDITION) B. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 315-02) C, SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301-05) D, MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315-99) E. NATIONAL DESIGN SPECIFICATION, WOOD CONSTRUCTION NDS/1991 EDITION, 3, ARCHITECTURAL AND MECHANICAL DRAWINGS: A, THE STRUCTURAL DRAWINGS ARE PART OF THE CONTRACT DOCUMENTS AND DO NOT BY THEMSELVES PROVIDE ALL THE INFORMATION REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE GENERAL CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND COORDINATE THE INFORMATION CONTAINED IN THESE DRAWINGS WITH THE STRUCTURAL DRAWINGS TO PROPERLY CONSTRUCT THE PROJECT, B. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK, NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED BY THE OWNER RESULTING FROM THE CONTRACTORS FAILURE TO COMPLY WITH THIS REQUIREMENT, C, DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH ANY WORK, 4, ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN, ELECTRICAL NOTES Electrical contractor shall comply with the N,E.G, and all applicable codes or authorities having jurisdiction, Electrical contractor to coordinate exact locations of all hvac equip. B it's loads w/ meth, contractor before roughing -in for proper power and wiring control layout and installation. All outlets, switches and light fixture locations to be verified by owner on walk-thru with electrical contractor. Electrical contractor to sleeve drive and walkways as required for landscape lighting, Electrical contractor to provide power as required by pool contractor for all pool equipment. Electrical contractor to provide power as required by Irrigation contractor, Provide PVC sleeve to inside surface of garage wall for phone termination, Service must enter inside of garage for security, Provide outlet for security system at owners option, All 110 V, 10, 15 and 20A, receptacles installed outdoors and in bathrooms shall have ground fault circuit interrupter, Unless otherwise noted, minimum size wire shall be 012 "AWG" excluding control wiring. Smoke detectors to be powered by house electric service w/ battery back-up, Visible "Power on" indicator and a test button. Verify all conductors and breakers w/ egiup, manuf, specs, All elect, switches shall be 45" a,f,f. unless otherwise noted. All receptacles shall be 12" a,f,f, unless otherwise noted, Closet lighting shall be min. IS" clear from edge of shelves, FLUT-15ING NOTES It shall be the responsibility of the plumbing contractor to produce an operational system in accordance with these drawings. The plumbing contractor shall guarantee the complete system, parts and labor, for one year after first operation, Installation and materials shall be in accordance with the Standard Plumbing Code and all local codes, Plumbing contractor shall verify location, elevation, and size of existing mains before installation is started, Provide vacuum breakers on all hose bibbs and faucets with hose end connections. Fixtures shall be protected against water hammer with air chambers as required by code, Provide shutoff valves in the potable water supply and each piece of equipment, Insulate condensate lines, All hot and cold water lines shall be copper type "L" for under- ground and type "M" for above ground installation w/ silver soldered joints, A/C NOTES It shall be the responsibility of the A/C contractor to produce an operational system in accordance with these drawings, The A/C contractor shall furnish installation details and schematics of all equipment to others who connect to the A/C equipment, i,e. Electrical and Plumbing contractor, Ductwork shall be 1" thick fiberglass w/ taped joints unless noted otherwise, Provide condensate overflow pans under all units installed above ceiling, Provide adjustable, opposed blade dampers at all diffusers. Provide adjustable extractors or splitters at taps into ducts or where ducts change directions. Airconditioning supplier shall guarantee the complete system, parts and labor, for one year after first operation. The compressor shall be guaranteed for an additional 4 years, parts only after first operation. Install filters at RAG's. Provide easy access to filters. Refer to energy calculations for A/C unit SEER requirements, GENERAL NOTES: Contractor, subcontractors, material suppliers, etc, shall make themselves familiar with the contract documents and shall verify all dimensions, conditions at jobsite, plans, specifications, etc, as applicable and report any discrepancies, errors or omissions to the architect prior to any work being performed, otherwise we assume no responsibility for any errors and the contractor, subcontractor, material supplier, etc, shall assume full responsibility for errors and/or delays and correct them at their own expence Changes, revisions, or alterations not made by this office in writing only, will fully, unconditionally and totally release the architect, its employees, consultants and design professions, from any and all responsibility, The architect has not been retained for the supervision or the administration of the execution of the work of this project. Each contractor shall be responsible for construction means, methods, techniques, sequences, and procedures for safety precautions and shall comply with the requirements of O,S,H,A, all applicable building codes and all governmental agencieshaving jurisdiction, Each contractor shall make all arrangements for, obtain and pay for all permits, tests, inspections, and approvals required for his portion of the work. All work shall be guaranteed for a period of at least one year from the date of acceptance. * CONTRACTORS TO VERIFY ALL SQUARE FOOTAGES * CONTRACTORS TO VERIFY ALL INTERIOR BEARING WALL FTG, W/ TRUSS MANUF, * CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES AVAILABLE AT SITE BEFORE PROCEEDING W/ CONSTRUCTION * CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVEYOR LAYOUT BUILDING ON LOT TO ASSURE NO SETBACKS OR EASEMENTS ARE ENCROACHED * REPORT ANY DISCREPANCIES TO ARCHITECT BEFORE PROCEEDING W/ WORK * DUROCK SHALL BE USED IN ALL DAMP LOCATIONS B IN ALL SECOND FLOOR WALL AND FLOOR TILE AREAS * PROVIDE PLUMBING ACCESS PANELS TO ALL SLIP JOINT CONNECTIONS * TEMPERED GLASS TO BE USED AT ALL HAZARDOUS AREAS * ALL BATH ROOM WALLS SHALL BE INSULATED * ALL LUMBER IN CONTACT W/CONCRETE OR MASONRY SHALL BE PRESSURE TREATED * ALL FRAMING (WALLS 8 ROOF) LUMBER TO HEMFIR Fb 1000 MIN, DRAFTSTOFFING NOTES: R302,12 Draftstopping, In combustible construction where there is usable space both above and below the concealed space of a floor -ceiling assembly, draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet (e2,9 m2), Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall be provided in floor -ceiling assemblies under the following circumstances: 1. Ceiling is suspended under the floor framing. 2. Floor framing is constructed of truss -type open -web or perforated members, R302,12,1 Materials, Draftstopping materials shall be not less than 1/2-inch (12,1 mm) gypsum board, 3/5-inch (9,5 mm) wood structural panels or other approved materials adequately supported. Draftstopping shall be installed parallel to the floor framing members unless otherwise approved by the building official, The integrity of the draftstops shall be maintained, R302,13 Fire protection of floors. Floor assemblies that are not required elsewhere in this code to be fire -resistance rated, shall be provided with a 1/2-inch (12.1 mm) gypsum wallboard membrane, 5/5-inch (16 mm) wood structural panel membrane, or equivalent on the underside of the floor framing member. Penetrations or openings for ducts, vents, electrical outlets, lighting, devices, luminaires, wires, speakers, drainage, piping and similar openings or penetrations shall be permitted. Exceptions: 1. Floor assemblies located directly over a space protected by an automatic sprinkler system in accordance with Section P2904, NFPA 13D, or other approved equivalent sprinkler system, 2, Floor assemblies located directly over a crawl space not intended for storage or fuel -fired appliances, 3. Portions of floor assemblies shall be permitted to be unprotected where complying with the following; 3,1. The aggregate area of the unprotected portions does not exceed 80 square feet (1,4 m2) per story 3,2, Fireblocking in accordance with Section R302,11,1 is installed along the perimeter of the unprotected portion to separate the unprotected portion from the remainder of the floor assembly, 4, Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2-inch by 10-inch (50,8 mm by 254 mm) nominal dimension, or other approved floor assemblies demonstrating equivalent fire performance, FLOOD DESIGN REQUIREMENTS FLOOD -RESISTANT CONSTRUCTION R322,1 General, Buildings and structures constructed in whole or in part in flood hazard areas, including A or V Zones and Coastal A Zones, as established in Table R301,20), and substantial improvement and restoration of substantial damage of buildings and structures in flood hazard areas, shall be designed and constructed in accordance with the provisions contained in this section, Buildings and structures that are located in more than one flood hazard area shall comply with the provisions associated with the most restrictive flood hazard area, Bu i Id i ngs and structures located in whole or in part in identified floodways shall be designed and constructed in accordance with ASCE 24. R322,1,1 Alternative provisions, As an alternative to the requirements in Section R322, ASCE 24 is permitted subject to the limitations of this code and the limitations therein. R322,1,2 Structural systems, Structural systems of buildings and structures shall be designed, connected and anchored to resist flotation, collapse or permanent lateral movement due to structural loads and stresses from flooding equal to the design flood elevation, R322,1,3 Flood -resistant construction, Buildings and structures erected in areas prone to flooding shall be constructed by methods and practices that minimize flood damage, R322,1,4 Establishing the design flood elevation. The design flood elevation shall be used to define flood hazard areas. At a minimum, the design flood elevation shall be the higher of the following: 1, The base flood elevation at the depth of peak elevation of flooding, Including wave height, that has a 1 percent (100-year flood) or greater chance of being equaled or exceeded in any given year; or 2, The elevation of the design flood associated with the area designated on a flood hazard map adopted by the community, or otherwise legally designated, R322.1,4,1 Determination of design flood elevations. If design flood elevations are not specified, the building official is authorized to require the applicant to comply with either of the following: 1, Obtain and reasonably use data available from a federal, state or other source; or 2, Determine the design flood elevation in accordance with accepted hydrologic and hydraulic engineering practices used to define special flood hazard areas. Determinations shall be undertaken by a registered design professional who shall document that the technical methods used reflect currently accepted engineering practice. Studies, analyses and computations shall be submitted in sufficient detail to allow thorough review and approval, R322,1,4,2 Determination of impacts. In riverine flood hazard areas where design flood elevations are specified but floodways have not been designated, the applicant shall demonstrate that the effect of the proposed buildings and structures on design flood elevations, including fill, when combined with other existing and anticipated flood hazard area encroachments, will not increase the design flood elevation more than I foot (305 mm) at any point within the jurisdiction, R322,1,5 Lowest floor, The lowest floor shall be the lowest floor of the lowest enclosed area, including basement, and excluding any unfinished flood -resistant enclosure that is useable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the building or structure in violation of this section, R322.I,(o Protection of mechanical, plumbing and electrical systems. Electrical systems, equipment and components; heating, ventilating, air conditioning; plumbing appliances and plumbing fixtures; duct systems; and other service equipment shall be located at or above the elevation required in Section R322,2 or R322,3. If replaced as part of a substantial improvement, electrical systems, equipment and components; heating, ventilating, air conditioning and plumbing appliances and plumbing fixtures; duct systems; and other service equipment shall meet the requirements of this section, Systems, fixtures, and equip - Copyright © 2011 [CC:, ALL RIGHTS RESERVED 16011,1 Handrails and guards (FBC) 1&01.1.1.1 Handrails shall be designed and constructed for concentrated load of 200 lb, applied at any point in any direction along the top, DBL, TOP FL, W/ 5IMP50N CLIPS a EA, STUD B WOOD SOLID RAILING W/ 1/2" GYP BD, ON 2x4 STUDS a 1(o" 0, BOT, PL, W/ SIMPSON 5P4 CLIPS a EA, STUD 4 3/81lx3" SCREWS a 16" O.C. 1" x 6" OAK BASE PLATE TRIM Conc. slab. See structural plans by 'others', 9'4" B,H, 5/5" GYP, BD, GLG, IIINMAIM[*)I .Ilir) I�,-� III .IIN(J I031 IItA, III . ANCHOR TOP RAIL TO WALL W/ (2) 3/0" STAINLESS STEEL LAG SCREWS INTO WALL STUD B SEAL, SEE NOTE BELOW, (2) 3/0" STAINLESS STEEL EXPANSION BOLTS INTO GONG, BEAM SEAL RAILING BASE 8 SCREWS W/ 'VULKEM' POLY- URETHANE SEALANT OR EQ, 0) 1601.1.1 RAILINGS (2020 FBC) 1601.11 Handrail Design and Construction 1601.1.1 Handralls shall be designed and constructed for concentrated load of 200 Ib, applied at any point in any direction. 1601.11 Handrails located other than within dwelling units shall also be designed and constructed for a load of 50 plf applied in any direction. WOOD RAILING W/ PICKETS is, 5" O,C, OR HAVING LESS THAN 4" CLEAR SPACE BETWEEN PICKETS. PER R312,2 VERIFY DESIGN W/ OWNER. 1'I x 6" OAK BASE PLATE 6 TRIM Conc, slab, See structural plans by 'others', 5/5" GYP, BD, GLG, 160&.2 RAILINGS 1605,2.1 Handrail Design and Construction 1605.2.1.1 Handrails shall be designed and constructed for concentrated load of 200 Ib, applied at any point in any direction, 160a.2,1.2 Handrails located other than within dwelling units shall also be designed and constructed for a load of 50 plf applied in any direction. 1608.2.1,3 Loading conditions in 1605,2,1 and 1608.2.1.2 shall not be applied simultaneously, but each shall be applied to produce maximum stress in each of the respective components or any of the supporting components. ALUM RAILING W/ PICKETS a 5" O,G, MAX, VERIFY DESIGN W/ OWNER, [F"N, UNTEWT1 kiN I LM CONT, GRASPABLE HANDRAIL 34" ABV, LEADING EDGE OF TREAD W/ PICKETS a 5" O,C, (VERIFY STYLE W/ OWNER). IF ADJACENT TO WALL MAINTAIN A 1 1/2" SPACE B/T (PER R311,5,6,3) 101I TREAD 2x12 WD, TREADS 1 1/2"HANDRAIL TO HAVE MIN, DIA, OF 1 1/4" 8 MAX, OF 2" (MAINTAIN A 1 1/2" PACE B/T) (PER R311,5,6,3) d Z Q 1 1/2 HANDRAIL TO HAVE MIN, 0 DIA, OF 1 1/4" 8 MAX, OF Z2" (MAINTAIN A 1 1/21I N _U� SPACE B/T) 0 (PER R311,5,6,3) J Winders shall have a min, tread depth of roll at the narrow edge and shall have a min, depth of II" at a point 12" from the narrow edge, ( 3) 2" X 12" WD, STRINGERS IIN "I0 I , Ia I {I I"l lKAl III 1011 NA • 1 \ III .IIN �F Digitally signed Mark by Mark Corson Date: orson 2021.06.24 11:33:22-04'00' 2" X 6" P T WOOD BUCK ANCHOR TO WALL FOR 1-O" HIGH DOOR W/ 4 - 3/5" X 5" HILTI KWIK BOLT II OR REDHEADS EQ, CDDDC DOD OD /DTDDDIOD D DDD°DD ATTACH WINDOW TC THROUGH FIN (SCR PER MANUF. SPEC: COVER W/ STUCCO CAULK JOINTS CONT, BEAD OF D. PREMIUM POLYURE ADHESIVE SEALAN' BEHIND FIN OR FLU CONNECTION BETW WIN, FRAME 8 STUC, 1\ I1IV'I10�� "I, ATTACH WINDOW TO BUCK THROUGH FIN (SCREWS PER MANUF, SPECS) COVER W/ STUCCO d CAULK JOINTS CONT, BEAD OF DAP PREMIUM POLYURETHANE ADHESIVE SEALANT OR EQ, BEHIND FIN OR FLANGE 8 CONNECTION BETWEEN WIN. FRAME & STUCCO. ALUMINUM WINDOW 5/5" STUCCO FINISH - MATCH EXIST. FILLED BLOCK CELL OR POURED CONC. COL. - SEE PLANS ALIGN 2xro P.T. BUCK W/ EDGE OF BLK, WALL 8 FINISH W/ 3/4" P.T. FUR STRIPS E 1/2" DRYWALL 2xro P.T. WOOD BUCK ANCHORED TO CONC. BEAM, SILL 8 WALLS W/ 1/4"x3 114" TAPCONS (STAGGER) SPACE Q 12" O.C. 8 WITHIN 3" OF CORNERS. (MIN. 1 114" EMBED.) COMPOSITE OR POURED CONCRETE TIE -BEAM - SEE PLANS ALIGN 2x6 P.T. BUCK W/ EDGE OF BLK. WALL 8 FINISH W/ 3/4" P.T. FUR STRIPS 8 1/2" DRYWALL COAT ENTIRE BLK, OPN'G, W/ VULKEM 350 SEALANT FOR WINDOW FLASHING PER 2011 F.B.C. (roTH ED,) R703,4 (1,4) SET 2xC P.T. WD, BUCKS IN BED OF VULKEM 116 LIQUID FLASHING OR EQ. SEALANT, ANCHOR BUCKS TO GONG, BM„ SILL 8 WALLS W/ 1/4"x3 1/4" TAPCONS (STAGGER) SPACE e 12" O.C, d W/1 3" OF CORNERS. (MIN. 1 114" EMBED.) COAT FACE AND RETURNS OF BUCKS W/ VULKEM 350 SEALANT OR EQ. ATTACH WINDOW THRU BUCK W/ 1/4" TAPCONS AT EVERY HOLE OR PER MANUF, W/ 1 114" MIN, PER 2011 F.B.C. (roTH ED.) R-103,4 (1,4) INSTALL PER FMA/AAMA 200-12 WINDOW INSTALLATION SPEC, WOOD SILL W/ SKIRT TRIM - VERIFY DESIGN W/ OWNER it MIN. POURED GONG. SILL W/ 1 "5 BAR W/ S" HOOK BARS INTO FILLED CELLED WALL BEYOND (TYP. ALL WINDOWS) 2 OVe1 9(gOV z z z O CJ Q) 0 6 OUwIU �z� ~ z'` Q o 0 o 13 s N Q D W 3:at CJ 1Y u U •- 0 3 � Q 4 J 4 Q N S Q N U 4 6 Q)� 3 N • U Z Z ON 4 PC E� A M CJ �a cc N � (0U N �� � CA 9 CA e ;N 4) O �PA 0 N O U r l • V DATE 0(o/25/21 DRAWN BY pig me CHECKED MC REVISIONS