The URL can be used to link to this page

Home My WebLink AboutPermit Set_Architectural Plans_Lot 20ARCHITECTA Custom Residence for:Gelcorp. Industries"AVALON BY THE BEACH" - LOT 20St. Lucie County, FLParcel ID3920 EDGEWATER DRIVE, SUITE 101ORLANDO, FLORIDA 32804PH: 407-647-0938FAX: 407-647-2499AA 26001471PROJECT MANAGER:ARCHITECTURAL GROUP INCSTRUCTURAL ENGINEERBUILDERDRAWING INDEXREVISIONSHEET NO.DESCRIPTIONGENERAL NOTESA0.1COVER SHEET, DRAWING INDEX, PROJECT TEAMA0.2CODE INFORMATION, GENERAL NOTESLANDSCAPE ARCHITECTURELA-1GRADING AND DRAINAGE PLANLA-2HARDSCAPE PLANLA-3HARDSCAPE PLANSITE PLANSP1.1SITE PLANARCHITECTURALA1.0OVERALL FLOOR PLANS / AREA CALCULATIONSA1.1FIRST AND SECOND FLOOR PLANSA2.1ROOF PLANA3.1ELEVATIONS - FRONT, REAR & RIGHT SIDEA3.2ELEVATIONS - LEFT SIDE & BUILDING SECTIONA4.1STAIR SECTION & DETAILSREVISIONSHEET NO.DESCRIPTIONA6.1WINDOW & DOOR DETAILSA7.1WALL SECTIONSA7.2WALL SECTIONSMEPP1.01PLUMBING SANITARY RISERM1.01MECHANICAL PLANE1.01ELECTRICAL PLANSTRUCTURALS0NOTES AND SCHEDULESS1FOUNDATION PLANS2LOW ROOF AND FLOOR FRAMING PLANS3HIGH ROOF FRAMING PLANL1FIRST AND SECOND FLOOR LINTEL PLANSL2GENERAL STAIR SECTION & MASONRY DETAILSSNNOTES AND SCHEDULESD1FOUNDATION DETAILSD2FRAMING DETAILSD3FRAMING DETAILSD4FRAMING DETAILS249 MAITLAND AVE. SUITE 3000ALTAMONTE SPRINGS, FL 32701321-972-04911512 SE VILLAGE GREEN DR.PORT ST. LUCIE, FL 34952772-905-2727A0.12017-11-08SHEET NOSCALE 10/15/2019 AS INDICATED PROJECT NO DATE 1511 CHK BY NAG DRAWN BY Ph: 407-647-0938 Fax: 407-647-2499 email : Mark@nasrallah.com 3920 Edgewater Drive, Suite 101 Orlando, Fl. 32804 AA26001471 MARKDATE REMARK BY MN Designer hereby expressly reserves his copyright and other property rights in these plans. These plans and drawings are not to be reproduced, changed or copied in any form or manner whatsoever without first obtaining the express permission and consent of the architect., nor are they to be assigned to any party without first obtaining said written permission and consent. Written Dimensions on these drawings shall have precedence over scale dimensions: Contractors shall verify and be responsible for all dimensions and conditions on the job and this office must be notified of any variation from the dimensions and conditions shown by these drawings. Architectural Group Inc 2020-12-22 Building Department Permit Set not valid withoutoriginal or electronicsignature & sealMark P. NasrallahFla. Reg. AR 0008136Accuracy StatementThis item has been digitally signed and sealed by Mark P Nasrallah on the date containedwithin the digital signature above. Printed copies of this document are not consideredsigned and sealed and the signature must be verified on any electronic copiesSt. Lucie County, FL Gelcorp. Industries A Custom Residence For: "AVALON BY THE BEACH" - LOT 20 PARCEL ID ABBREVIATIONSNOTE: CLARIFY ALL ABBREVIATIONS NOT LISTED HEREWITH ARCHITECTAB.ANCHOR BOLTACTACOUSTICAL CEILING TILEA.F.F.ABOVE FINISHED FLOORAGGR.AGGREGATEAHJAUTHORITY HAVING JURISDICTIONAL.ALUMINUMALT.ALTERNATEAPPROX.APPROXIMATEARCH.ARCHITECTURALBD.BOARDBLDG.BUILDINGBLKBLOCKBLK'GBLOCKINGBM.BEAMBOT.BOTTOMBTWN.BETWEENB.U.R.BUILT UP ROOFINGB.W.BOTH WAYSC.J.CONTROL JOINTCLG.CEILINGCLKG.CAULKINGCLR.CLEARC.M.U.CONCRETE MASONRY UNITCOL.COLUMNCONC.CONCRETECONN.CONNECTIONCONSTR.CONSTRUCTIONCONT.CONTINUOUSC.T.CERAMIC TILEDEG.DEGREEDET. (or) DTL.DETAILD.F.DRINKING FOUNTAINDIAG.DIAGONALDIA. (or) ØDIAMETERDN.DOWNDS.DOWNSPOUTDWG.DRAWINGEEAST(E)EXISTINGEA.EACHE.J.EXPANSION JOINTE.I.F.S.EXTERIOR INSULATION AND FINISH SYSTEMEL. (or) ELEV.ELEVATIONELEC.ELECTRICALEMEREMERGENCYENCL.ENCLOSUREEQ.EQUALEQUIP.EQUIPMENTE.W.EACH WAYE.W.C.ELECTRIC WATER COOLEREXP.EXPANSIONEXT.EXTERIORF.A.FIRE ALARMF.D.FLOOR DRAINF.D.C.FIRE DEPARTMENT CONNECTIONFDN.FOUNDATIONF.E.FIRE EXTINGUISHERF.E.C.FIRE EXTINGUISHER CABINETF.F.FINISH FLOORF.H.C.FIRE HOSE CABINETFIN.FINISHF.L.FLOW LINEFLR.FLOORFND.FOUNDATIONFLUOR.FLUORESCENTF.O.B.FACE OF BRICKF.O.C.FACE OF CONCRETEF.S.FULL SIZEFT.FOOT (or) FEETFTG.FOOTINGFURR.FURRINGGA.GAUGEGALV.GALVANIZEDG.C.GENERAL CONTRACTORGL.GLASSGR.GRADEGYP.GYPSUMGYP.BD.GYPSUM BOARDH.B.HOSE BIBH.C.HOLLOW COREH/CHANDICAPPEDHDWD.HARDWOODHDWE.HARDWAREH.M.HOLLOW METALHR.HOURHT.HEIGHTHVACHEATING, VENTILATION, AND AIRCONDITIONINGI.D.INSIDE DIMENSIONIDINTERIOR DESIGNERINSUL.INSULATIONINT.INTERIORJAN.JANITORJNT.JOINTJST.JOISTKIT.KITCHENLAB.LABORATORYLAM.LAMINATELAV.LAVATORYLT.LIGHTMAX.MAXIMUMMECH.MECHANICALM.E.P.MECH. ELEC. PLUMBINGMFRMANUFACTURERM.H.MANHOLEMIN.MINIMUMMISC.MISCELLANEOUSM.O.MASONRY OPENINGMTL.METALMUL.MULLIONNNORTHN.I.C.NOT IN CONTRACTNO.NUMBERNOM.NOMINALN.T.S.NOT TO SCALEO.C.ON CENTERO.D.OUTSIDE DIAMETEROH.OVERHEADOPG.OPENINGOPP.OPPOSITEPCT.PRE-CASTP.L.PROPERTY LINEP.LAM.PLASTIC LAMINATEPLAS.PLASTERPLYWD.PLYWOODPR.PAIRQ.T.QUARRY TILER.RISERR.D.ROOF DRAINRE:REFER TO ...REFR.REFRIGERATORREINF.REINFORCEDREQ'D.REQUIREDRMROOMR.O.ROUGH OPENINGSSOUTHS.C.SOLID CORESCHED.SCHEDULESECT.SECTIONS.F.SQUARE FOOTSHT.SHEETSIM.SIMILARSPEC.SPECIFICATIONSQ.SQUARES.S.STAINLESS STEELS.S.D.SEE STRUCTURAL DRAWINGSSTAGG.STAGGEREDSTD.STANDARDSTIFFSTIFFENERSTLSTEELSUSPSUSPENDEDSTRUC.STRUCTURALTRTREADT & BTOP AND BOTTOMTER.TERRAZZOT & GTONGUE AND GROOVETHK.THICKT/ (or) T.O.TOP OFTYP.TYPICALU.N.O.UNLESS NOTED OTHERWISEU.O.N.UNLESS OTHERWISE NOTEDVCTVINYL COMPOSITION TILEVERVERIFYVERT.VERTICALV.I.F.VERIFY IN FIELDV.T.E.VENT TO EXTERIORWWESTW/WITHW.C.WATER CLOSETWD.WOODW/OWITHOUTMOLD PREVENTION:THE FOLLOWING CONSTRUCTION TECHNIQUES ARE RECOMMENDED TO REDUCE THE GROWTH OF MOLD IN BUILDINGS.NOTE: MOLD WILL ALWAYS EXIST AND THESE RECOMMENDATIONS WILL NOT ELIMINATE THE PRESENCE OF BOTH ACTIVEOR DORMANT MOLD SPORES. IMPLEMENTATION OF THESE RECOMMENDATIONS MAY REDUCE THE SOURCE OFENVIRONMENTAL CONDITIONS THAT ENCOURAGES THE GROWTH AND SPREAD OF MOLD SPORES.1. ALL BUILDING MATERIALS ARE TO BE KEPT DRY BOTH DURING ON SITE STORAGE AND AFTER INSTALLATION. ALLIN-PLACE FRAMING SHOULD BE "EFFECTIVELY DRIED-IN" AS SOON AS POSSIBLE AFTER ERECTION.2. ANY AND ALL BUILDING MATERIALS THAT HAVE ACTIVE/VISIBLE MOLD GROWTH WILL BE REMOVED FROM THECONSTRUCTION SITE AND REPLACED WITH NEW MATERIAL.3. ALL EXTERIOR DOOR AND WINDOW OPENINGS ARE TO BE INSPECTED FOR MOISTURE PROTECTION AND PENETRATIONSPRIOR TO "CLOSING UP" THE STRUCTURE.4. ALL FLASHING CONDITIONS INCLUDING, BUT NOT LIMITED TO THE FOLLOWING, ARE TO BE INSPECTED FOR MOISTUREPROTECTION AND PENETRATIONS PRIOR TO "CLOSING-UP" THE STRUCTURE: ROOF FLASHING, EAVES, KNEE WALLS,DOOR AND WINDOW HEAD, JAMB, AND SILL FLASHING, BALCONY DECKS AND DRAINS, PLUMBING AND MECHANICAL VENTSTACKS, PITCH PANS, THROUGH FLASHING, PARAPET WALLS, AND CHIMNEY FLASHING.5. REFER TO THE ARCHITECTURAL ROOF PLAN, WALL SECTIONS AND DETAILS FOR FLASHING AND DRY-IN CONSTRUCTIONDETAILS.6. IT IS FURTHER RECOMMENDED NOT TO USE ANY TYPE OF NON-PERMEABLE WALL FINISHES OR VINYL WALL PAPER ONANY WALL SURFACE THAT ABUTS AN EXTERIOR WALL OR NON-CONDITIONED SPACE. THIS ALSO INCLUDES WAXEDAND/OR PAINTED FINISHES THAT IMPEDE OR STOP THE FLOW OF MOISTURE THROUGH A WALL ASSEMBLY.7. AFTER FRAMING INSPECTION ALL EXPOSED INTERIOR BUILDING COMPONENTS WITH VISIBLE MOLD ARE TO BE CLEANEDWITH "MICROSHIELD 2 STEP SYSTEM" OR AN APPROVED MOLD PREVENTION SYSTEM OF EQUAL OR BETTER GRADE TOREMOVE ALL APPEARANCES OF MOLD. BEFORE APPLYING CLEAN UP ALL RESIDUAL CONSTRUCTION DEBRIS.SPRAY-APPLY ENVIRONMENTALLY SAFE ANTIMICROBIAL/CHEMICAL AGENT TO ALL EXPOSED INTERIOR BUILDINGCOMPONENTS - CONTRACTOR TO RECEIVE WARRANTY CERTIFICATE FOR PROTECTION AGAINST FUTURE MOLD GROWTHOF FUNGI AND MICROORGANISMS FOR A MINIMAL 15 YEARS. COORD. WITH ARCHITECT FOR FINAL PRODUCT APPROVAL.FIRE RATING NOTES:FBCR 302.5 OPENING/ PENETRATION PROTECTION.FBCR 302.5.1 OPENING PROTECTION. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPINGPURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPEDWITH SOLID WOOD DOORS NOT LESS THAN 1 3 / 8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEELDOORS NOT LESS THAN 1 3 / 8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE-RATED DOORS, EQUIPPED WITH A SELF CLOSINGDEVICE.FBCR 302.5.2 DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGSSEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEETSTEEL, 1 INCH MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL ANDSHALL HAVE NO OPENINGS INTO THE GARAGE.FBCR 302.5.3 OTHER PENETRATIONS.PENETRATIONS THROUGH THE SEPARATION REQUIRED IN SECTION R302.6 SHALL BEPROTECTED AS REQUIRED BY SECTION R302.11, ITEM 4.FBCR302.6 DWELLING/GARAGE FIRE SEPARATION. PER FBCR TABLE R302.6FROM THE RESIDENCE AND ATTICS - NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE.FROM ALL HABITABLE ROOMS ABOVE THE GARAGE - NOT LESS THAN 5/8" TYPE X GYPSUM BOARD OR EQUIVALENTFOR 8" CMU WALLS BETWEEN A GARAGE AND A RESIDENCE PROVIDE AN ASSEMBLY WITH THE MIN EQUIVALENT FIRESEPARATION PER FBCR TABLE R302.6. ASSEMBLY MUST CONFORM WITH THE FIRE RATING AND STANDARDS OF THE FBCAND NFPA. SEE FBC 722.3 FOR ESTABLISHING CALCULATED FIRE RESISTANCE RATINGS OF CONCRETE MASONRY.FBC R302.7 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY SOFFITSPROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GYPSUM BOARD.GENERAL NOTES:THE CONSTRUCTION DOCUMENTS ARE A PACKAGE OF DRAWINGS, AND ALL OF THE DRAWINGS OF ALL DISCIPLINES(ARCHITECTURAL, STRUCTURAL, MEP, LANDSCAPING, & CIVIL ENGINEERING) SHALL BE VIEWED AS A WHOLE. ALL NOTESIN THIS SET OF BOUND PAGES ARE PART OF A CONTINUOUS WORKING SET. AT ANY MOMENT DURING CONSTRUCTION THEARCHITECT RESERVES THE RIGHT TO ADD, REVISE, AMEND AND REMOVE ANY OR PART OF ANY NOTE. NOTES MAY APPLYTO THE JOB IN PART OR IN FULL. IT IS THE BUILDER'S RESPONSIBILITY TO COORDINATE WITH THE ARCHITECT. IF THESTATEMENT OF A NOTE IS UNCLEAR IT IS THE BUILDER'S RESPONSIBILITY TO COORDINATE WITH THE ARCHITECT.1. ALL DIMENSIONS ARE TO FACE OF MASONRY OR STUD WALL.3. ALL COLUMNS ARE DIMENSIONED TO CENTER-POINT OF COLUMN.4. ALL WINDOW AND DOOR OPENINGS ARE DIMENSIONED TO THE CENTER OF THE OPENING. VERIFY REQUIRED ROUGHOPENING WITH DOOR OR WINDOW MANUFACTURER'S WRITTEN INSTRUCTIONS.5. ALL WALL THICKNESS SHOWN ARE NOMINAL.6. ALL STEPS HAVE 7" RISERS AND 11" TREADS U.N.O. OR SPECIFIED DIFFERENTLY ON DRAWINGS.7. ALL FINISHED FLOOR ELEVATIONS ARE TO TOP OF SLAB OR TOP OF STRUCTURE U.N.O.CONTRACTOR TO COORD. FINALFINISH FLOOR MATERIAL THICKNESS WITH ALL TRANSITIONS IN FFE TO MEET SPECIFIED ELEVATION DIMENSIONS.8. ALL INTERIOR COMPONENTS - DOORS, CASEWORK, CABINETRY, MILLWORK, FIXTURES, RAILINGS, COLUMN COVERS,APPLIANCES AND MATERIAL FINISHES ARE TO BE SELECTED BY OWNER/INTERIOR DESIGNER9. ALL INTERIOR FEATURES SHOWN ARE CONCEPTUAL. VERIFY SHAPE, HEIGHT, AND DISTANCE OFF FINISH FLOOR WITHOWNER AT CONSTRUCTION PHASE.10. ALL CEILING DROPS AND SOFFITS SHOWN ARE CONCEPTUAL. SEE INTERIOR DESIGN PACKAGE FOR DETAILS.11. ANY CHANGE WHICH RESULTS IN EXTRA COST SHALL NOT PROCEED WITHOUT WRITTEN AUTHORIZATION BY OWNER.12. CONTRACTOR/BUILDER SHALL VERIFY ALL DIMENSIONS, DETAILS AND CONDITIONS SHOWN ON DRAWINGS AT THE JOBSITE AND SHALL NOTIFY DESIGNER OF ANY DISCREPANCIES, OMISSIONS, AND/OR CONFLICTS BEFORE PROCEEDING WITHTHE JOB.13. CONTRACTOR MUST COMPLY WITH RULES AND REGULATIONS OF AGENCIES HAVING JURISDICTION AND SHALLCONFORM TO ALL CITY, COUNTY, STATE AND FEDERAL CONSTRUCTION, SAFETY AND SANITARY LAWS, CODES, STATUTESAND ORDINANCES. ALL FEES, TAXES, PERMITS, APPLICATIONS AND CERTIFICATES OF INSPECTION, AND THE FILING OFALL WORK WITH GOVERNMENTAL AGENCIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER PERCONTRACT.14. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN IN ACCORDANCE WITH THE BEST PRACTICESOF THE TRADES INVOLVED, AND IN COMPLIANCE WITH BUILDING REGULATIONS AND/OR GOVERNMENTAL LAWS, STATUTESOR ORDINANCES CONCERNING THE USE OF UNION LABOR.15. EACH TRADE WILL PROCEED IN A FASHION THAT WILL NOT DELAY THE TRADES WORKING SIMULTANEOUSLY ORFOLLOWING THEM.16. CONTRACTORS SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALL TRADES UNDER HISJURISDICTION.17. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE, TRUE AND IN PROPER ALIGNMENT.18. ALL MATERIALS SHALL BE NEW, UNUSED AND OF THE HIGHEST QUALITY IN EVERY RESPECT AS SPECIFIED, UNLESSOTHERWISE NOTED. MANUFACTURED MATERIALS AND EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'SRECOMMENDATIONS AND INSTRUCTIONS.19. THERE SHALL BE NO SUBSTITUTION OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. WHERE THE TERMS"EQUAL TO" OR "APPROVED EQUAL" ARE USED, THE ARCHITECT SHALL DETERMINE EQUALITY BASED ON INFORMATIONSUBMITTED BY THE CONTRACTOR.20. ALL WORK AND MATERIALS SHALL BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF AT LEAST ONE (1) YEARFROM APPROVAL FOR FINAL PAYMENT.21. CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PATCHING REQUIRED FOR HIS WORK.22. CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE OF ACCUMULATION OF WASTE MATERIALS OR RUBBISH;PREMISES TO BE SWEPT CLEAN WEEKLY OF RELATED CONSTRUCTION DEBRIS. AT THE COMPLETION OF THE WORK,LEAVE THE JOB SITE FREE OF ALL MATERIALS AND BROOM CLEAN.23. DO NOT SCALE DRAWINGS- DIMENSIONS GOVERN. LARGER SCALE DRAWINGS SHALL GOVERN SMALLER SCALE.24. PATCH ALL AREAS WHERE FLOOR IS NOT LEVEL OR TRUE PRIOR TO THE INSTALLATION OF FLOORING OR CARPETING.25. TO INSURE PROPER AND ADEQUATE BLOCKING, ALL BLOCKING FOR MILLWORK WILL BE THE RESPONSIBILITY OF THECABINET CONTRACTOR.26. UPON COMPLETION OF WORK THE CONTRACTOR SHALL WALK THROUGH WITH OWNER/ARCHITECT AND COMPILE A"PUNCH LIST" OF CORRECTIONS AND UNSATISFACTORY AND/OR INCOMPLETE WORK. FINAL PAYMENT WILL BECONTINGENT UPON THE COMPLETION OF THESE ITEMS.27. CONTRACTOR SHALL FOLLOW MANUFACTURER'S WRITTEN INSTRUCTIONS AT ALL TIMES WHEN INSTALLING ANYCONSTRUCTION MATERIAL, FIXTURE OR APPLIANCE, ETC. IN THE CASE WHERE THE MANUFACTURER'S WRITTENINSTRUCTIONS ARE NOT AVAILABLE CONTACT THE ARCHITECT BEFORE PROCEEDING WITH INSTALLATION.28. AT ALL MOMENTS BEFORE CONSTRUCTIONS END. THIS SET OF BOUND PAGES IS TO BE CONSIDERED BY THECONTRACTOR, ALL SUBCONTRACTORS AND ALL PARTIES INVOLVED IN THE CONSTRUCTION AS A WORKING SET.29. EMERGENCY ESCAPES AND RESCUE OPENINGS ARE PROVIDED PER FBCR 6TH EDITION (2017) SECTI0N R310.30. ALL WATERPROOFING, MOISTURE BARRIER, SHOULD BE APPLIED PER MANUFACTURE'S WRITTEN INSTRUCTIONS.TERMITE PROTECTIONCODE SECTION:FBC 105.11"A permanent sign which identifies the termite treatment provider and need forre-inspection and treatment contract renewal shall be provided. The sign shall be postednear the water heater or electric panel."N/A"Condensate and roof downspouts shall discharge at least 1'-0" away from building sidewalls."N/A"Irrigation / sprinkler systems including all risers and spray heads shall not be installedwithin 1'-0" of the building walls."FBCR 704In order to provide for inspection for termite infestation, clearance between exterior wallcoverings and final earth grade on the exterior of a building shall not be less than 6inches (152 mm).Exceptions:1. Paint or decorative cementitious finish less than 5/8 inch (17.1 mm) thick adhereddirectly to th masonry foundation sidewall.2. Access or vehicle ramps which rise to the interior finish floor elevation for the widthof such ramps only.3. A 4-inch (102 mm) inspection space above patio and garage slabs and entry areas.4. If the patio has been soil treated for termites, the finish elevation may match thebuilding interior finish floor elevations on masonry construction only.5. Masonry veneers.FBCR 318.1.1"The initial chemical soil treatment inside the foundation perimeter shall be done after allexcavation, backfilling and compaction is complete."FBCR 318.1.2"Soil area disturbed after initial chemical soil treatment shall be retreated with a chemicalsoil treatment, including spaces boxed or formed."FBCR 318.1.3"Space in concrete floors boxed out or formed for the subsequent installation of plumbingtraps, drains or any other purpose shall be created by using plastic or metal permanentlyplaced forms of sufficient depth to eliminate any planned soil disturbance after initialchemical soil treatment."FBCR 318.1.4"Chemically treated soil shall be protected with a minimum 6 mil vapor retarder to protectagainst rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment isrequired. Any work, including placement of reinforcing steel, done after chemicaltreatment until the concrete floor is poured, shall be done in such manner as to avoidpenetrating or disturbing treated soil."FBCR 318.1.5"Concrete overpour or mortar accumulated along the exterior foundation perimeter shallbe removed prior to exterior chemical soil treatment, to enhance vertical penetration ofthe chemicals."FBCR 318.1.6"Chemical soil treatments shall also be applied under all exterior concrete or grade within1 foot (305 mm) of the primary structure sidewalls."FBCR 318.1.6"A vertical chemical barrier shall be applied promptly after construction is completed,including initial landscaping and irrigation/sprinkler installation. Any soil disturbed afterthe chemical vertical barrier is applied shall be promptly retreated."N/A"All buildings are required to have pre-construction treatment."FBCR 318.1.7"If a registered termiticide formulated and registered as a bait system is used forsubterranean termite prevention, Sections R318.1.1 through R318.1.6 do not apply;however, a signed contract assuring the installation, maintenance and monitoring of thebaiting system for a minimum of five years from the issue of the certificate of occupancyshall be provided to the building official prior to the pouring of the slab, and the systemmust be installed prior to final building approval. If the baiting system directions for userequire a monitoring phase prior to installation of the pesticide active ingredient, theinstallation of the monitoring phase components shall be deemed to constitute installationof the system."FBCR 318.1.8"If a registered termiticide formulated and registered as a wood treatment is used forsubterranean termite prevention, Sections R318.1.1 through R318.1.6 do not apply.Application of the wood treatment termiticide shall be as required by label directions foruse, and must be completed prior to final building approval."FBCR 318.2"Protective sleeves around metallic piping penetrating concrete slab-on-grade floors shallnot be of cellulose-containing materials and, if soil treatment is used for subterraneantermite protection, shall receive application of a termiticide in annular space betweensleeve and pipe."FBCR 318.1"A certificate of compliance must be issued to the building department by a licensed pestcontrol company before a certified of occupancy will be issued. The certified ofcompliance shall state: "The building has received a complete treatment for theprevention of subterranean termites. The treatment is in accordance with the rules andlaws of the Florida Department of Agriculture and Consumer Services.""FBCR 404.1.6"Height above finished grade. Concrete and masonry foundation walls shall extendabove the finished grade adjacent to the foundation at all points a minimumof 4 inches (102 mm) where masonry veneer is used and a minimum of 6inches (152 mm) elsewhere."FBCR 404.1.2.3.5 Item 4"Foam plastic insulation shall be permitted below grade on fpundation walls inaccordance with one of the following conditions:4.1. When in addition to the requirements of R 318.1, an approved method of protectingthe foam plastic and structure from subterranean termite damage is provided.4.2. The structural members of walls, floors, ceilings and roofs are of noncombustiblematerials or pressure-preservative-treated wood.4.3. On the interior side of basement walls."FBCR 318.3"CLEANING: Cells and cavities in masonry units and air gaps between brick, stone ormasonry veneers and the structure shall be cleaned of all non-preservative treated ornon-naturally durable wood, or other cellulose-containing material prior to concreteplacement.Exception: Inorganic material manufactured for closing cells in foundation concretemasonry unit construction or clean earth fill placed in concrete masonry units voidsbelow slab level before termite treatment is performed."FBCR 318.4"CONCRETE BEARING LEDGE: Brick, stone or other veneer shall be supported by aconcrete bearing ledge at least equal to the total thickness of the brick, stone or otherveneer, which is poured integrally with the concrete foundation. No supplementalconcrete foundation pours which will create a hidden cold joint shall be used withoutsupplemental treatment in the foundation unless there is an approved physical barrier. Anapproved physical barrier shall also be installed from below the wall sill plate or first blockcourse horizontally to embed in a mortar joint. If masonry veneer extends below grade, atermite protective treatment must be applied to the cavity created between the veneerand the foundation, in lieu of a physical barrier.Exception: Veneer supported by a shelf angle or lintel secured to the foundation sidewallin accordance with ACI 530/ASCE 5/TMS 402, provided at least a 6-inch (152 mm) clearinspection space of the foundation sidewall exterior exist between the veneer and the topof any soil, sod, mulch or other organic landscaping component, deck, apron, porch, walkor any other work immediately adjacent to or adjoining the structure."FBCR 408.5"The under-floor grade shall be cleaned of all vegetation and organic material. All woodforms used for placing concrete shall be removed before a building is occupied or usedfor any purpose. All construction materials shall be removed before a building is occupiedor used for any purpose."The foundation and the area encompassed within 1 foot (305 mm) therein shall have allvegetation, stumps, dead roots, cardboard, trash, and foreign material removed and thefill material shall be free of vegetation and foreign material. The fill shall be compacted toassure adequate support of the foundation.FBCR 317 & 318Refer to "Protection against decay and termites"*FIXTURE AS SELECTED BY OWNERSYMBOL LEGENDSINKS ANDLAVATORIES*ADAWATER CLOSETS*TUB / SHOWER*HOSE BIBBIDET*URINAL*REFRIGERATOR /FREEZERRANGE OVENWALLMOUNTEDFLOORMOUNTEDWATER HEATERTANKSYSTEMTANKLESSSYSTEMTUB*DOUBLE OVENWASHERDRYERSTACKED WASHER& DRYERFOLD DN. IRONBOARDDISHWASHERUNDERCOUNTERFLOORMOUNTEDFLOORMOUNTEDROOF DRAINPRIMARY DRAINOVERFLOW DRAINSINGLE FLANGEW1.16"0'-0" REF. EL.T.O. 1st FL. SLABROOM NAMEDOOR/ WINDOWWALL TYPE/ ORPARTITION TYPEA1REFERENCE GRIDA-AA4.1SECTION / DETAILMARKELEVATION MARKREVISIONADA SYMBOL1'-9"1'-612"2'-6"1'-3"DIMENSION LINEKEY NOTEREVISION CLOUDREVISION NUMBERORDETAIL NUMBERPAGE NUMBERELEVATIONDESCRIPTIONWINDOW /DOORNUMBERWINDOW /DOOR SIZE( W x H )ROOMDESCRIPTIONROOM SIZECENTER LINECLCLORDETAILENLARGEMENTA-AA4.1DETAIL NUMBERPAGE NUMBERSHEET NUMBERA1.1.3DISCIPLINESHEET NUMBERFLOOR LEVELDRAWING TYPE:FLOOR PLAN,ELEVATIONTYPEDESIGNATIONRATING INHOURSA-AA4.1ELEVATION MARKDETAIL NUMBERPAGE NUMBERCLROOF SLOPENORTH ARROW DATE20'-0"10'-0" x 10'-0"ROOMCEILINGHEIGHTX10'-0" x 0'-0"X**COMMERCIAL ONLYNORTH01-A.3COV. PORCHBROOMNUMBERROOMDESCRIPTIONOROPENING TYPE:D - DOOR;W - WINDOW;V - VENT;T - TRANSACTIONWINDOW;G - INTERIOR GLAZINGIDENTIFICATIONW1-10OR*** SYMBOL USED WITHWINDOW SCHEDULE.STYLE MAY VARY.STEP: SEE PLAN0100-00-00XADA CLEARANCESPACEOROROCCUPANCYX12DOOR & SWINGWITH THRESHOLDDOOR: DOUBLESWINGDOOR: BI-FOLDDOOR: POCKETDOOR: SLIDINGGLASS DOORDOOR & SWINGDOOR & SWING W/KNOCKED DOWN/MFR. JAMBWINDOWORTHRESHOLDOR*THRESHOLD REQ. AT ALLEXTERIOR DOORS.306030603060SIZE DENOTED IS IN INCHES3068SIZE DENOTED IS IN FEET AND INCHESSIZE DENOTED IS IN FEET AND INCHESSIZE DENOTED IS IN FEET AND INCHESSIZE DENOTED IS IN FEET AND INCHES100805068 SIZE DENOTED IS IN FEET AND INCHES3080SIZE DENOTED IS IN FEET AND INCHESSIZE DENOTED IS IN FEET AND INCHES3080DOORS SIZE ARE SHOWN IN FEET/INCHESWINDOWS SIZE ARE SHOWN IN INCHES30803080WALL TYPE LEGENDEXTERIOR CMU WALL:ALL EXTERIOR WALLS ARE FIRE RATED.FIRE RATED CMU WALL:C.I.P. CONCRETE WALL:C.I.P. CONCRETE COLUMN:INTERIOR PARTITION:RATED CHASE / SHAFT WALL:INSULATED WALL:INTERIOR PARTITION, LOAD BEARING:STEEL COLUMNWOOD COLUMNORNOTES:01. INDICATES STEEL REINFORCING IN SOLIDGROUTED CELL, SEE STRUCTURAL DWG.01PLYWOOD - WOOD BLOCKINGFINISHED WOODMETAL - PLASTER BD.METAL - EARTH FILLROCKLIGHTWEIGHTGRANULAR FILLBRICKSTRUCTURALCONCRETEBOARD/RIGIDLOOSE FILL/BATTCONCRETECONCRETEBLOCKINSULATIONINSULATIONLARGE SCALELARGE SCALESMALL SCALEGYP. BD./PLAN/SECTIONMATERIAL LEGENDCODE INFORMATIONCONSTRUCTION TYPE:FBC: RESIDENTIALOCCUPANCY TYPE:DETACHED ONE- AND TWO-FAMILY DWELLINGS AND TOWNHOUSES NOT MORE THANTHREE STORIES ABOVE GRADE PLANE IN HEIGHT WITH A SEPARATE MEANS OF EGRESSAND THEIR ACCESSORY STRUCTURES.APPLICABLE CODES:STRUCTURE MUST COMPLY WITH ALL APPLICABLE CODES LISTED BELOW INCLUDINGALL APPLICABLE REFERENCED STANDARDS INCLUDED WITHIN THOSE CODES. ALSOSEE NOTE (13) UNDER GENERAL NOTES.6TH EDITION (2017) FBC6TH EDITION (2017) FBC EXISTING6TH EDITION (2017) RESIDENTIAL6TH EDITION (2017) MECHANICAL6TH EDITION (2017) PLUMBING6TH EDITION (2017) FUEL GAS6TH EDITION (2017) FBC ACCESSIBILITY6TH EDITION (2017) FBC ENERGY CONSERVATION6TH EDITION (2017) FBC TEST PROTOCOLS6TH EDITION (2017) FLORIDA FIRE PREVENTION CODE2015 NFPA 1 W/ FLORIDA AMENDMENTS2015 NFPA 101 W/ FLORIDA AMENDMENTS2014 NFPA 70 (NATIONAL ELECTRICAL CODE)FLORIDA STATUTESFLORIDA ADMINISTRATIVE CODESTRUCTURAL INFORMATION:THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH, AND MEETS THEREQUIREMENTS OF ALL APPLICABLE STRUCTURAL SECTIONS OF FLORIDA BUILDINGCODE 6TH EDITION (2017) AS WELL AS ASCE 7-10 WHERE APPLICABLE FOR 139 MPH ORLESS WIND SPEED. CERTIFICATION BY ENGINEER APPLIES TO STRUCTURAL DESIGNONLY.ULTIMATE WIND SPEED = 139 MPH. - PER FBCR FIGURE R301.2(4). S.S.D.RISK CATEGORY = II - PER FBC TABLE 1604.5WIND EXPOSURE CATEGORY= B - PER FBCR 301.2.1.4.3. S.S.D.INTERNAL PRESSURE COEFFICIENT = +/-0.18 FULLY ENCLOSED - PER ASCE 7-16WIND PRESSURES FOR COMPONENTS AND CLADDING FOR WALL ELEMENTS. = PERFBCR TABLE R301.2(2). S.S.D.CONSTRUCTION NARRATIVE:CONSTRUCTION OF A NEW TWO STORY SINGLE FAMILY RESIDENCE.INVESTIGATE BEFORE YOU EXCAVATE"CALL SUNSHINE STATE"1-800-432-4770 TOLL-FREEFL STATUE 553.851 (1979) REQUIRES MIN. OF 2DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOUEXCAVATE.ALL EXCESS FILL MATERIAL / EXCAVATED DIRTTO BE HAULED OFFSITEFBCR 302.5: DWELLING OPENING/PENETRATION302.6: FIRE SERARATIOIN302.7 : UNDER STAIR PROTECTION SEE CV1.2FIRE RESISTANT CONSTRUCTION PER FBCR 302PER FBC 721.3 SEE CV1.2FIRE RATING NOTES:EXTERIOREXTERIOREXTERIOREXTERIOR2X6 STUDS@ 16" O.C.STANDARD 2X4STUD WALLPOURED CONCRETECOLUMNSTANDARD 2X6STUD WALL1/2" GYP. BD.R-19 BATT.INSUL.COMPRESSEDVALUE R-172X4 STUDS @ 16"O.C.R-13 BATT. INSUL.1/2" GYP. BD.8" CMU - REINF. ASSHOWN ON SECTIONSAND ON STRUCT. DWGS.STANDARD 8"MASONRY WALLSEE PLAN FOR THICKNESSAND LOCATIONVAPOR BARRIER(APPLIED) SEEWALL SECTIONFOR EXTERIORFINISHVAPOR BARRIER(APPLIED) SEE WALLSECTION FOREXTERIOR FINISHPOURED CONCRETECOLUMNRIGID INSULATION(SEMI-PERMEABLE) PTFURRING STRIPS. FOILFACED INSUL. BOARD MAYNOT BE USED.1/2" GYP. BD. W/LATEX PAINT ORSEMI-PERMEABLEWALL FINISHLATEX PAINT AS A VAPORBARRIER (APPLIED) SEE WALLSECTION FOR EXTERIORFINISH (STUCCO)PAINT AS A VAPOR BARRIER(APPLIED) SEE WALL SECTIONFOR EXTERIOR FINISH (STUCCO)MIN R-6 INSULATION(SEMI-PERMEABLE) BTWN 2x PTFURRING STRIPS. FOIL FACEDINSUL. BOARD MAY NOT BE USED.1/2" GYP. BD. W/ LATEX PAINTOR SEMI-PERMEABLE WALLFINISHCORE FILL FOAMINSULATIONTYP. WALL TYPES NOTE: FOIL FACED INSUL BOARD MAY NOT BE USED.INTERIOR NON-PERMEABLE WALL COVERINGSSHALL NOT BE USED ON AN EXTERIOR WALL PLANEA0.22017-11-08SHEET NOSCALE 10/15/2019 AS INDICATED PROJECT NO DATE 1511 CHK BY NAG DRAWN BY Ph: 407-647-0938 Fax: 407-647-2499 email : Mark@nasrallah.com 3920 Edgewater Drive, Suite 101 Orlando, Fl. 32804 AA26001471 MARKDATE REMARK BY MN Designer hereby expressly reserves his copyright and other property rights in these plans. These plans and drawings are not to be reproduced, changed or copied in any form or manner whatsoever without first obtaining the express permission and consent of the architect., nor are they to be assigned to any party without first obtaining said written permission and consent. Written Dimensions on these drawings shall have precedence over scale dimensions: Contractors shall verify and be responsible for all dimensions and conditions on the job and this office must be notified of any variation from the dimensions and conditions shown by these drawings. Architectural Group Inc 2020-12-22 Building Department Permit Set not valid withoutoriginal or electronicsignature & sealMark P. NasrallahFla. Reg. AR 0008136Accuracy StatementThis item has been digitally signed and sealed by Mark P Nasrallah on the date containedwithin the digital signature above. Printed copies of this document are not consideredsigned and sealed and the signature must be verified on any electronic copiesSt. Lucie County, FL Gelcorp. Industries A Custom Residence For: "AVALON BY THE BEACH" - LOT 20 PARCEL ID SCALE: 1/8" = 1'-0"SITE PLANNOTE: FOR ALL PROPERTIES THAT LIE WITHIN THE 100 YR FLOOD PLAIN, ALL SERVICE EQUIPMENT SHALL BELOCATED A MIN. 12" ABOVE THE FEMA BASE FLOOD ELEVATION (BFE) MARKSP1.12017-11-08SHEET NOSCALE 10/15/2019 AS INDICATED PROJECT NO DATE 1511 CHK BY NAG DRAWN BY Ph: 407-647-0938 Fax: 407-647-2499 email : Mark@nasrallah.com 3920 Edgewater Drive, Suite 101 Orlando, Fl. 32804 AA26001471 MARKDATE REMARK BY MN Designer hereby expressly reserves his copyright and other property rights in these plans. These plans and drawings are not to be reproduced, changed or copied in any form or manner whatsoever without first obtaining the express permission and consent of the architect., nor are they to be assigned to any party without first obtaining said written permission and consent. Written Dimensions on these drawings shall have precedence over scale dimensions: Contractors shall verify and be responsible for all dimensions and conditions on the job and this office must be notified of any variation from the dimensions and conditions shown by these drawings. Architectural Group Inc 2020-12-22 Building Department Permit Set not valid withoutoriginal or electronicsignature & sealMark P. NasrallahFla. Reg. AR 0008136Accuracy StatementThis item has been digitally signed and sealed by Mark P Nasrallah on the date containedwithin the digital signature above. Printed copies of this document are not consideredsigned and sealed and the signature must be verified on any electronic copiesSt. Lucie County, FL Gelcorp. Industries A Custom Residence For: "AVALON BY THE BEACH" - LOT 20 PARCEL ID Kitchen22'-0"12'-2" x 17'-10"Family22'-0"17'-0" x 15'-8"2-Car Garage10'-0"20'-8" x 20'-0"PANTRYEntry22'-0"7'-4" x 5'-8"Study10'-0"13'-4" x 11'-10"Dining10'-0"13'-4" x 11'-2"Master10'-0"14'-0" x 17'-0"WIC10'-0"5'-4" x 8'-10"MasterBath10'-0"11'-10" x 11'-6"Lndry10'-0"7'-10" x 6'-0"SHWR.Bath 410'-0"9'-4" x 6'-0"SHOWERFoyer10'-0"6'-4" x 17'-8"COATCLOSETOutdoorLiving10'-0"14'-8" x 14'-0"CLOSET1FIRST FLOOR PLAN SCALE: 1/4" = 1' - 0"OPTION #1UPCMU WALLCMU WALLV.T.E.Patio12'-8" x 7'-4"70'-0"42'-8"BUILDING AREA CALCULATIONSCONDITIONED AREANON-CONDITIONED AREAFIRST FLOORMAIN HOUSE1787GARAGE452OUTDOOR LIVING205ENTRY64PATIO SLAB93SECOND FLOORMAIN HOUSE800AREA SUBTOTALS2587814TOTAL CONSTRUCTED AREA3401 SF2019-11-12OPENTOBELOWLoft10'-0"10'-4" x 17'-10"Bdrm 210'-0"11'-10" x 11'-0"Bath 210'-0"8'-0" x 5'-4"Bdrm 310'-0"11'-10" x 10'-4"TUB/SHOWERBath 310'-0"8'-0" x 5'-4"TUB/SHOWERWIC10'-0"4'-8" x 8'-6"2SECOND FLOOR PLAN SCALE: 1/4" = 1' - 0"OPTION #1LINENDNINDICATES 1stFLOOR LINEINDICATES 1stFLOOR LINEINDICATES 1stFLOOR LINEOPEN TO ENTRYBELOWINDICATES 1stFLOOR LINEINDICATES 1stFLOOR LINE A1.02017-11-08SHEET NOSCALE 10/15/2019 AS INDICATED PROJECT NO DATE 1511 CHK BY NAG DRAWN BY Ph: 407-647-0938 Fax: 407-647-2499 email : Mark@nasrallah.com 3920 Edgewater Drive, Suite 101 Orlando, Fl. 32804 AA26001471 MARKDATE REMARK BY MN Designer hereby expressly reserves his copyright and other property rights in these plans. These plans and drawings are not to be reproduced, changed or copied in any form or manner whatsoever without first obtaining the express permission and consent of the architect., nor are they to be assigned to any party without first obtaining said written permission and consent. Written Dimensions on these drawings shall have precedence over scale dimensions: Contractors shall verify and be responsible for all dimensions and conditions on the job and this office must be notified of any variation from the dimensions and conditions shown by these drawings. Architectural Group Inc 2020-12-22 Building Department Permit Set not valid withoutoriginal or electronicsignature & sealMark P. NasrallahFla. Reg. AR 0008136Accuracy StatementThis item has been digitally signed and sealed by Mark P Nasrallah on the date containedwithin the digital signature above. Printed copies of this document are not consideredsigned and sealed and the signature must be verified on any electronic copiesSt. Lucie County, FL Gelcorp. Industries A Custom Residence For: "AVALON BY THE BEACH" - LOT 20 PARCEL ID OPENTOBELOWLoft10'-0"Bdrm 210'-0"Bath 210'-0"Bdrm 310'-0"TUB/SHOWERBath 310'-0"TUB/SHOWERWIC10'-0"2SECOND FLOOR PLAN SCALE: 1/4" = 1' - 0"OPTION #1LINEN70'-0" 1'-0"4'-4"34'-8" 14'-2"6'-2"5'-4"9'-0" 24'-8"5'-4" 70'-0"24'-8"7'-4"14'-0"3'-4"4'-4"6'-4"14'-0"10'-0"9'-8"1'-0"42'-8"14'-0"7'-4"21'-4"1'-4"4'-8"1'-4"2'-2"5'-0"5'-0"5'-8"2'-0"8'-4"42'-8"15'-4"14'-8"12'-8"3'-8"3'-6"3'-6"16'-4"4'-0"4'-0"2'-6"1'-4"3'-0"5'-4"9'-0"1'-4"5'-6"10"5'-2"8" 11'-4"6'-6"5'-4"11'-6" 5'-8"6"5'-8" 1'-8"8"3'-6"6'-5"14'-7"8"8'-4"3'-6"3'-2"3'-0"11'-0"6"10'-4"5'-0"12'-2"8"1'-10"6"2'-8"3'-10"10'-6"8"3'-0"3'-0"8"1'-4"3'-0"5'-4"4'-2"3'-10"15'-8"8"M2M5G5G5G3G3 3060 CSMT 3060 CSMT 3060 CSMT 3020 FG 3020 FG 3060 CSMT 3060 FG 3060 FG 3060 FG 3060 FG 2020 FG 2020 FG 2020 FG 3060 FG 2060 FG 2060 FGG5G5G5 26802680 2680268026802080 (2)1880 (2)1880 B1B1DNINDICATES 1stFLOOR LINEINDICATES 1stFLOOR LINEINDICATES 1stFLOOR LINE2680 PKT9'-2"3'-0"2A4.12A3.2F5F5F5 13'-4"29'-4"CMU2X8 WOODFRAMECMU WALL2x6 WOODFRAME CMU WALL CMU WALLCMU WALL2x6 WOODFRAME 3060 CSMTOPEN TO ENTRYBELOW1'-10"2X8 WOODFRAME2X6 WOODFRAME36" LOWWALL36" LOWWALL 3A7.12A7.1INDICATES 1stFLOOR LINEINDICATES 1stFLOOR LINE TOP OF OPN'G@ 9'-0" 4'-2"4'-0"8'-8"CMU WALL3'-6"2480G55'-2"M4NOTE:WDW. SILL@ 80" ABV.LANDINGFLOOR PLAN TYPICAL NOTES:GENERAL:VERIFY FINISH FLOOR ELEVATIONS W/ LANDSCAPE, GRADING, AND DRAINAGE PLANS.ALL EXTERIOR WINDOWS & DOORS ARE DIMENSIONED TO CENTER LINE U.N.O.ALL HANDRAILS AND GUARD RAILS TO BE 36" AFF U.N.O. W/ VERTICALPICKETS/BALUSTRADES SPACED SO AS TO NOT ALLOW THE PASSAGE OF A 4"SPHERE. PROVIDE TOE RAILING AS REQ'D, MAX 2" A.F.F. COORD. FINAL MATERIAL,DESIGN, AND FINISH WITH ID/OWNER. HANDRAILS AND GUARDS MUST COMPLY WITHTHE REQUIREMENTS OF THE FBC R311.7.8 HANDRAILS (STAIRS), R311.8.3 HANDRAILS(RAMPS), R312 GUARDS.PROVIDE METAL THRESHOLD (MT) AT DOORS LEADING TO THE GARAGE, ELEVATORDOOR AND ALL EXTERIOR DOORS, TYP. U.N.O.COORDINATE ATTIC ACCESS LOCATIONS W/ FINAL TRUSS LAYOUTSEE STRUCTURAL DRAWINGS FOR ALL LOAD BEARING WALL, COLUMN AND FILLEDCELL LOCATIONS.EXTEND SLAB EDGE @ DOORS 112" TYP. BEYOND STEM WALLALL INTERIOR FACE OF DOOR JAMBS TO BE A MINIMUM OF 6" OFF ADJOINING WALLFOR TRIM, CORD .W/ ID/ OWNER, TYPICAL. U.N.OPROVIDE A 6" WALL AT ALL W.C. & VENT AT ALL WASHER & DRYER LOCATIONS. V.T.ECLOTHES DRYER SHOULD COMPLY WITH FBCR M1501VERIFY ELECTRIC AND A/C CHASE LOCATIONS W/ ELECTRICAL AND MECHANICALCONTRACTOR. COORD. W/ CABINETRY PACKAGE.VERIFY APPLIANCES W/ CABINETRY PACKAGE.FOR WALLS THAT ABUT NON-CONDITIONED SPACE USE "DENSARMOR"FOR WALLS THAT ARE IN DIRECT CONTACT WITH WET AREAS: USE"DENSARMOR PLUS"FOR WALLS AND CEILING AT A TUB/SHOWER USE CEMENT BOARD SHEATHINGW/ TILE FINISH AS SELECTED BY OWNER.FLOOR PLAN KEY NOTES:A: APPLIANCESA1WASHERA2DRYER - VENT TO EXTERIORA3REFRIG./FREEZER -SEE ID/OWNER APPLIANCE PACKAGE- VERIFY ELEC. REQ. WITHSELECTION, COORD. WITH CABINETRY CONSULTANTA448" TO 60" GAS STOVE/OVEN - FINAL SIZE TBD - w/ HOOD AND EXHAUST FAN, V.T.E.COORD. EXHAUST FAN OPENING THROUGH MASONRY WALL. VERIFY FINAL OPENINGHEIGHT AND DIAMETER WITH HOOD AND EXHAUST FAN SPECS. INSTALL PER MFR'SWRITTEN INSTRUCTIONS. COORD. W/ ID/ OWNER.OR 48" TO 60" GAS STOVE/OVEN W/ HOOD V.T.E. - KITCHEN HOOD FLUE VENT, 2" MIN.CLEARANCE TO COMBUSTIBLES, SEE MFR.'S WRITTEN INSTRUCTIONS.A5DISHWASHER- COORD. WITH CABINETRY CONSULTANT & OWNER FOR FINALLOCATION. - SEE PLUMBING NOTES, SEE ELECTRICAL KEY NOTES.A6UNDER COUNTER REFRIGERATOR-SEE ID/ OWNER APPLIANCE PACKAGE- VERIFYELEC. REQ. WITH SELECTION, COORD. WITH CABINETRY CONSULTANTA7STACK OVEN- COORD. WITH OWNER/ CABINETRY CONSULTANT FOR SINGLE ORDOUBLE OVEN.A8GAS GRILL (SIZE TBD) - PROVIDE EXHAUST HOOD. V.T.E. COORD. WITH ID/OWNER &CABINETRY CONSULTANT.A9UNDER COUNTER ICE MAKER(SIZE TBD)A10CENTRAL VACUUM SYSTEM - COORD. WITH OWNER & CONTRACTOR.B: BATH/ SHOWERNOTE: SEE ALSO, PLUMBING BELOW.PROVIDE CEMENT BOARD SHEATHING AND HYDRO BAN WATERPROOFING AT ALLTUB/SHOWER AND WET AREAS W/ TILE FINISH @ WALLS AND CEILING. COORD. FINISHW/ ID/ OWNER.B1COORD. FINAL SHOWER HEAD LOCATION, TYPE AND QUANTITY WITH ID/ OWNER.ALSO, COORD. LOCATION AND SIZE OF ANY WALL NICHE, TOWEL BAR, OR SHELF.V.I.F. W/ OWNER.B2RECESS SHOWER SLAB 6" AT FIRST FLOOR U.N.O. ROLL-IN SHOWER SLOPE TOFLOOR DRAIN. OR PROVIDE 4" HIGH CURB, VIF WITH ID/OWNER.B3PROVIDE TEMP. GL. DOOR / ENCLOSURE.B4SOFFIT AT 8'-0". VERIFY HEIGHT WITH ID/ OWNER.B5PROVIDE RAISED TUB-DECK W/ ACCESS AND VENTILATION TO SPA MOTOR PERMFR.'S WRITTEN INSTRUCTIONS. COORD. W/ ID PACKAGE/ OWNER.B6SEATB740" HIGH KNEEWALL WITH TEMP. GLASS ENCLOSURE ABOVE.B8PROVIDE SHOWER VALVE ACCESS PANEL. COORD. WITH ID/ OWNER.E: ELECTRICALE1 ALLOW FOR ELEC. CHASE TO KITCHEN ISLAND. SEE ELECTRICAL NOTES ONELECTRICAL SHEETS.F: FIRE RATING/ FIRE SAFETYF1FBC R302.5 OPENING PROTECTION. SEE FIRE RATING NOTES.F2FBC R302.6 SEPARATION REQUIRED. SEE FIRE RATING NOTES.F3CMU WALL. PROVIDE MIN. EQUIVALENT FIRE SEPARATION PER FBCR TABLE R302.6.SEE FIRE PROOFING NOTES.F4FBC R302.7 UNDER STAIR PROTECTION. SEE FIRE RATING NOTES.F5ESCAPE AND RESCUE OPENING. MUST MEET REQUIREMENTS OF FBCR 310.F6SEE FIRE RATING NOTES ON A0.2G:GENERALG1WALL NICHE. V.I.F. W/ OWNERG2BUILT-IN UNITA. ENTERTAINMENT CENTERB. BUILT-IN UNIT ENCASES WINDOW.C. PARTITIONG3ROD AND SHELF. COORD. WITH OWNER/ ID.G4GLAZING IN HAZARDOUS LOCATIONS (FBC R308.4) TO BE SAFETY GLAZING (FBCR308.3.1)G5GUARD AND DECORATIVE HANDRAILING SYSTEM 36" AFF w/ 1-1/2" DIA. TOP HANDRAIL.SEE FLOOR PLAN TYPICAL NOTES. FINAL MATERIAL, DESIGN, AND FINISH WITHOWNER/ ID.G6HANDRAIL. 1 12" DIA. HANDRAIL 36" AFF.G7SCREEN DOOR. 3'-0" X 6'-8" V.I.F.G8RETRACTABLE SCREEN. SEE DETAILS.G9POWDER COATED ALUMINUM FENCE AND GATE. PAIR 2'-6" X 5'-0". VERIFY WITHOWNER.G10COURTYARD WALL. SEE SITE DRAWINGS. SEE STRUCTURAL DRAWINGS.G11CONTROL JOINTM: MECHANICALM1A/C COMPRESSOR. COORD. W/ MECH. CONTRACTORM2AIR HANDLING UNIT. COORD. W/ MECH. CONTRACTOR. SEE HVAC GENERAL NOTESON SHEET MEP 0.1.A. HORIZONTAL UNIT IN ATTIC/SOFFITB. HORIZONTAL UNIT SUSPENDED FROM CEILINGM3POOL EQUIPMENT. COORD. WITH POOL CONTRACTORM4MECHANICAL DUCT CHASE.M5ATTIC ACCESSA. 22" X 54" w/ PULL DOWN STAIRB. 30" x 54" w/ PULL DOWN STAIRM6MECHANICAL SCREENS: PROVIDE LANDSCAPE SCREEN PER AHJ.P: PLUMBINGP1SINK WITH DISPOSAL. COORD. FINAL LOCATION OF MAIN KITCHEN SINK WITHID/OWNER.P218" SINKP3LAUNDRY TUBP450 GALLON 'LOW BOY' STYLE WATER HEATER. SUSPEND FROM CEILING.P5 HOSE BIB. VLIF. COORD. PROJECTION FROM WALL WITH FINAL WALL FINISH.Kitchen22'-0"Family22'-0"2-Car Garage10'-0"PANTRYEntry22'-0"Study10'-0"Dining10'-0"Master10'-0"WIC10'-0"MasterBath10'-0"Lndry10'-0"SHWR.Bath 410'-0"SHOWERFoyer10'-0"COATCLOSETOutdoorLiving10'-0"CLOSET70'-0"42'-8"2'-4"5'-0"10'-0"10'-0"PROPERTY LINE1FIRST FLOOR PLAN SCALE: 1/4" = 1' - 0"OPTION #11'-0"4'-4"64'-8" 25'-8"8'-8"30'-4"14'-8"6'-8"21'-4"3'-4"4'-0"4'-0"3'-4"8"4'-8"1'-4"1'-0"9'-0"1'-0"9'-0"1'-4"70'-0" 45'-4"7'-4"14'-0"3'-4" 10'-2"7'-10"13'-4"14'-0"3'-0"4'-4"12'-8"1'-4"42'-8"15'-4"14'-8"12'-8"3'-4"4'-4"4'-4"3'-4"13'-4"1'-4"5'-6"7'-2"8"20'-4"6"2'-2"15'-8"1'-2"6'-2"8"2'-4"11'-8"3'-4"3'-0"1'-4" 5'-4"8"17'-8"3'-6"7'-4"4'-10"7'-4"8" 6'-0"3'-0"1'-5"3'-5"3'-10"15'-8" 8"11'-10"3'-2"4'-2"6"3'-10" 6'-4"3'-0"6'-8"9'-6"17'-0"8"7'-6"7'-2"8"1'-6"3'-4"3'-0"10"4'-10"8"8"21'-2"2'-6"2'-8"2'-10"6'-6"5'-8"8"5'-4"6"3'-6"3"3"6"2'-10"4"3'-0"4"2'-0" 2'-6"3'-0"10"3'-0"8"13'-7"6'-7"6"5'-2"3'-4"4"3'-8"8'-2"8"8"3'-0"2'-8"4'-0"6"6'-4"6"10'-8"10'-0"8"6"5'-8"6'-0"8"4'-8"5'-0"3'-8"8"3'-0"3'-0"A3A4A5A1A2P3P1M2BM5M1G5G3G3G3G3B1B2B3B1B2B3E1(2)2680 2060 FG9080 OHGDSLOPE MIN. 1 8" per ft.9080 OHGD 2060 FG 2060 FG 3060 CSMT 2880 28802 8 8 0 28802880 20802680 PKT28802 6 8 0 268030809080 SGD 3060 CSMT 3060 CSMT 3060 CSMT 3060 CSMT 3060 CSMT 3050 CSMT 5050 FG 4020 FG INDICATES 2ndFLOOR LINEINDICATES 2nd FLOOR LINE INDICATES 2ndFLOOR LINEINDICATES 2ndFLOOR LINE3080 W/1880 SLTUB4" P5 P5 P5UP3'-8"2'-4"2'-6"3'-4"4'-6"9080 SGD2A3.22A4.1F5 F5P46"2X6 WALL2X6 WALL 2X6 WALL 2X6 WALL2X8 WALL3A7.1SLOPE MIN. 1 8" per ft. SLOPE MIN. 1 8" per ft.2A7.11A7.1TOP OF OPN'G @ 9'-0"TOP OFOPN'G@ 9'-0"TOP OF OPN'G @ 9'-0" 8"CMU WALLCMU WALL2480 B7 4" SLOPE MIN. 1 8" per ft. 4"6"4" 4"F1F2F4F6G4B8V.T.E.G11 G11 G11 PatioTHE GENERAL CONTRACTOR SHALL PROVIDE RESIDENTIAL FIRESPRINKLER PROTECTION IN ACCORDANCE WITH FBCR 6th EDITION(2017) SECTION 903.3.1.3 NFPA 13D SPRINKLER SYSTEMS. FIREPROTECTION SUBCONTRACTOR TO SUPPLY ARCHITECT W/ TWO (2)COPIES OF SHOP DRAWINGS, HYDROLOGY AND SYSTEM LAYOUTFOR APPROVAL PRIOR TO CONSTRUCTION.NOTE: DO NOT PAINT SPRINKLER HEADSRESIDENTIAL FIRE SPRINKLER SYSTEMA1.12017-11-08SHEET NOSCALE 10/15/2019 AS INDICATED PROJECT NO DATE 1511 CHK BY NAG DRAWN BY Ph: 407-647-0938 Fax: 407-647-2499 email : Mark@nasrallah.com 3920 Edgewater Drive, Suite 101 Orlando, Fl. 32804 AA26001471 MARKDATE REMARK BY MN Designer hereby expressly reserves his copyright and other property rights in these plans. These plans and drawings are not to be reproduced, changed or copied in any form or manner whatsoever without first obtaining the express permission and consent of the architect., nor are they to be assigned to any party without first obtaining said written permission and consent. Written Dimensions on these drawings shall have precedence over scale dimensions: Contractors shall verify and be responsible for all dimensions and conditions on the job and this office must be notified of any variation from the dimensions and conditions shown by these drawings. Architectural Group Inc 2020-12-22 Building Department Permit Set not valid withoutoriginal or electronicsignature & sealMark P. NasrallahFla. Reg. AR 0008136Accuracy StatementThis item has been digitally signed and sealed by Mark P Nasrallah on the date containedwithin the digital signature above. Printed copies of this document are not consideredsigned and sealed and the signature must be verified on any electronic copiesSt. Lucie County, FL Gelcorp. Industries A Custom Residence For: "AVALON BY THE BEACH" - LOT 20 PARCEL ID 1'-6"1'-6"1'-6"1'-6"1'-6" 1'-6" 1'-6" 1'-6" 1'-6"1'-6"10'-0" ABV. REF. ELEV.ROOF BEARING22'-0" ABV. REF. ELEV.ROOF BEARING2 2 ' - 0 " A B V . R E F . E L E V . ROO F B E A R I NG 1 0 ' - 0 " A B V . R E F . E L E V . ROO F B E A R I NG 10'-0" ABV. REF. ELEV.ROOF BEARING10'-0" ABV. REF. ELEV.ROOF BEARING22'-0" ABV. REF. ELEV.ROOF BEARING22'-0" ABV. REF. ELEV.ROOF BEARING22'-0" ABV. REF. ELEV.ROOF BEARING22'-0" ABV. REF. ELEV.ROOF BEARING22'-0" ABV. REF. ELEV.ROOF BEARINGHIPHIPHIPHIPHIPHIPHIPHIPHIPHIPHIPHIPVALLEYVALLEYVALLEYVALLEYRIDGE RIDGERIDGE RIDGERIDGE RIDGEINDICATES 1st FLOOR LINEINDICATES 1st FLOOR LINEINDICATES 1st FLOOR LINEINDICATES 1st FLOOR LINE6:12 SLOPE 6:12SLOPE6:12SLOPE 6:12SLOPE6:12SLOPE6:12SLOPE6:12SLOPE6:12 SLOPE 6:12SLOPE6:12SLOPE 6:12 SLOPE 6:12SLOPE6:12SLOPE6:12SLOPE6:12SLOPE6:12SLOPE6:12SLOPECRICKET ASREQ'D.1ROOF PLANSCALE: 1/4" = 1' - 0"GABLE END1'-6"ABCGENERAL ROOF NOTES:ALL ROOF ASSEMBLIES ARE TO BE INSTALLED IN ACCORDANCEWITH THE FLORIDA BUILDING CODE 6TH ADDITION (2017).1. ALL OVERHANGS ARE AS SHOWN ON THE ROOF PLAN.2. ROOF PITCH IS 6/12 SLOPE - UNLESS NOTED OTHERWISE.3. CONDENSATE LINES AND ROOF DOWNSPOUTS TO DISCHARGEMIN. 1 FOOT AWAY FROM EXTERIOR WALL LINE4. BUILT-UP ROOFS: SEE "BUILT-UP ROOF SPECIFICATION" THISSHEET.5. SLOPE ALL BALCONIES AND DECKS AS SHOWN MIN. 14" FT.6. ROOF FLASHING TO MEET THE REQUIREMENTS OF SECTION1503.2.1 OF THE FLORIDA BUILDING CODE 2017 (BUILDING) &SECTION 903.2.1 OF THE FLORIDA BUILDING CODE 2017(RESIDENTIAL).7. ATTIC VENTILATION : (NOT REQUIRED) SECTION 1203.2 OF THEFLORIDA BUILDING CODE 2017 (BUILDING) & SECTION 806.1 OFTHE FLORIDA BUILDING CODE 2017 (RESIDENTIAL). BUILDINGTO RECEIVE OPEN CELL SPRAY INSULATION SYSTEM(ICYNENE OR SIMILAR)ROOFING MATERIAL SPECIFICATION:STANDING SEAM METAL ROOF MANUF. COLOR AS SELECTED BYOWNER.1. ENGLERT SERIES 1300 1 1/2" ARCHITECTURAL SEAMED PANELROOF SYSTEM. SEE MANUFACTURES INSTALLATION ANDUNDERLAYMENT GUIDELINES.R807.1 ATTIC ACCESS:BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENINGTO ATTIC AREAS THAT HAVE A VERTICAL HEIGHT OF 30 INCHES (762 MM) OR GREATER OVER AN AREA OFNOT LESS THAN 30 SQUARE FEET (2.8 M2).9" MIN12" MIN TYPICAL EXTERIOR FRAMEWALL ASSEMBLY - SEEWALL SECTIONSEXTERIOR FINISHSYSTEM. TRIM MOLDINGAS REQ'D. OVERLAPVERTICAL FLANGE OFFLASHING MIN. 2"ROOF SHEATHING - SEEWALL SECTIONSCONT. ROOF UNDERLAYMENT -EXTEND 12" VERT. MIN.DIRECTLY TO EXTERIOR WALLSUBSTRATEMIN. 1 12" CLEARANCEMETAL ROOF SYSTEMFLASHING PER SMACNA/FRSA2FLASHING @ ROOF/WALLSCALE: NTSSIDEWALL INTERSECTIONCOUNTERFLASHING4" MIN LAP CONTINUOUS SEALANTSUBFLASHING9" MIN VARIES FLASHING PERSMACNA/ FRSAROOF STRUCTURE2" VERTICAL WATER BREAKROOF COVERING SEEROOF PLAN3VALLEY FLASHINGSCALE: 1" = 1' - 0"SEE ROOF PLAN FOR UNDERLAYMENT,FLASHING MATERIAL AND GUAGES45°ROOF COVERMAKE WATERTIGHT SEALBETWEEN PIPE ANDUNDERLAYMENTFRAME AND DECKTYPICAL LEAD SKIRTEDPLUMBING STACK. ABOVEROOF DECK MIN. 8".FORM LEAD SKIRT TOSHAPE OF ROOF TILEPER FRSA4VENT STACK FLASHINGSCALE: NTSSEE ROOF PLAN FOR UNDERLAYMENT,FLASHING MATERIAL AND GUAGESCRIMP EDGE OFFLASHING ON THREESIDESUNDERLAYMENT5GUTTER / DOWNSPOUTSCALE: 3/4" = 1' - 0"VERIFY WITH OWNERALUMINUM GUTTER SYSTEM ASNOTED ON PLANS w/ HANGERS AT 48"ON CENTER SEAM AND SEALEXPANSION JOINTS AT MAXIMUM12'-0" SPACINGALUMINUM DOWNSPOUT4" ROUND DOWNSPOUTAS LOCATED ON PLANSALUMINUM HANGERSCOORDINATE DOWNSPOUTTERMINATION POINTS WITHGRADING & DRAINAGEPLANSINTERIOR(CONDITIONED SPACE)GARAGE(UNCONDITIONEDSPACE)COVERED PORCH(UNCONDITIONED SPACE)INTERIOR(CONDITIONED SPACE)A,B A,B BUILDING THERMAL ENVELOPE DIAGRAMS(EXAMPLE FLOOR PLAN FOR REFERENCE ONLY. NOT FOR CONSTRUCTION.)SCALE: NTSFLOOR PLAN DIAGRAMSECTION DIAGRAM BWHERE SPRAY FOAM INSULATION IS INSTALLED AT THEUNDERSIDE OF THE ROOF DECKBOUNDARY OFTHERMALENVELOPEBOUNDARY OFTHERMALENVELOPEVENTED ATTIC SPACECOVEREDPORCH(UNCONDITIONED SPACE)UNVENTEDATTIC SPACEBUILDING THERMAL ENVELOPE:THE BUILDING THERMAL ENVELOPE INCLUDING ALL MATERIALS AND METHODS TOBE IN COMPLIANCE WITH THE 6TH EDITION (2017) FLORIDA BUILDING CODEBUILDING THERMAL ENVELOPE = BUILDING ELEMENTS THAT ENCLOSECONDITIONED SPACE PROVIDING A BOUNDARY BETWEEN CONDITIONED ANDUNCONDITIONED SPACES. THE THERMAL ENVELOPE IS THE PRIMARY INSULATIONLAYER OF A BUILDING.1) THE THERMAL ENVELOPE MUST BE CONTINUOUS BETWEEN CONDITIONEDAND UNCONDITIONED SPACES AND IT MUST BE AIR-SEALED. THE THERMALENVELOPE MUST COMPLETELY ENCAPSULATE THE 3 DIMENSIONAL SHAPE OFTHE CONDITIONED PORTION(S) OF THE STRUCTURE. ALL PENETRATIONSMUST BE AIR-SEALED.2) THE STRUCTURE MUST BE REVIEWED IN PLAN AND IN SECTION TO ENSURETHAT THE THERMAL ENVELOPE IS CONTINUOUS THROUGHOUT.-SLAB ON GRADE IS A NATURAL THERMAL BARRIER-THE WALL ASSEMBLY MUST CREATE A CONTINUOUS AIR-SEALED,THERMAL BARRIER FROM THE FLOOR SYSTEM (SLAB ON GRADE) TOTHE CEILING OR ROOF DECK, DEPENDING ON WHICH IS THE NEXTCOMPONENT IN THE THERMAL ENVELOPE SYSTEM.-WHERE BATT INSULATION IS INSTALLED ABOVE THE CEILING, THECEILING ASSEMBLY MUST BE DESIGNED AS PART OF THE THERMALENVELOPE. WHERE SPRAY FOAM INSULATION IS INSTALLED AT THEUNDERSIDE OF THE ROOF DECK, THE ROOF ASSEMBLY MUST BEDESIGNED AS PART OF THE THERMAL ENVELOPE.-ALL CONNECTIONS BETWEEN FLOOR ASSEMBLY, WALL ASSEMBLY, ANDCEILING OR ROOF ASSEMBLIES MUST MAINTAIN THE CONTINUOUSNATURE OF THE AIR-SEALED, THERMAL ENVELOPE.3) THE THERMAL ENVELOPE MUST PROVIDE A BOUNDARY BETWEEN ALLCONDITIONED AND UNCONDITIONED AREAS. INCLUDING BETWEEN THEUNCONDITIONED GARAGE AND THE CONDITIONED PORTIONS OF THEDWELLING. LIKEWISE BETWEEN UNCONDITIONED COVERED PORCHES /BALCONIES AND CONDITIONED INTERIOR SPACES.4) WHERE SPRAY FOAM INSULATION IS INSTALLED AT THE UNDERSIDE OF THEROOF DECK AS PART OF THE BUILDING THERMAL ENVELOPE, IT MUST ONLYBE APPLIED WITHIN THE CONDITIONED PORTION OF THE THERMAL ENVELOPE.DO NOT INSTALL SPRAY FOAM INSULATION OVER UNCONDITIONED SPACES.WHEN THE SAME ROOF STRUCTURE SPANS OVER CONDITIONED ANDUNCONDITIONED SPACE, SUCH AS WHERE AN UNCONDITIONED COVEREDPORCH IS ADJACENT TO A CONDITIONED LIVING AREA, OR ANUNCONDITIONED GARAGED IS ADJACENT TO A CONDITIONED INTERIORROOM, A PARTITION MUST BE CONSTRUCTED IN THE TRUSS SPACE TOCREATE AN AIR-SEALED, THERMAL BARRIER BETWEEN THE CONDITIONEDAND UNCONDITIONED SPACES. SEE ROOF PLAN FOR UNVENTED VS. VENTEDROOF STRUCTURES.FBC: ENERGY CONSERVATION CODE R303.2.1 INSULATION INSTALLATION.INSULATION MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THEIRRESPECTIVE ASTM STANDARD SPECIFICATION AND SHALL BE INSTALLED INACCORDANCE WITH THEIR RESPECTIVE ASTM INSTALLATION PRACTICE IN TABLER303.2.1 IN SUCH A MANNER AS TO ACHIEVE RATED R-VALUE OF INSULATION.INSULATION AND R-VALUES SPECIFIED IN THIS PLAN SET ARE DESIGNED FORCOMPLIANCE PER SECTION R405 SIMULATED PERFORMANCE ALTERNATE. THEARCHITECT DOES NOT PERFORM THE SIMULATED ENERGY PERFORMANCEANALYSIS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SUB-CONSULT THESIMULATED ENERGY PERFORMANCE ANALYSIS. IF THE CONTRACTOR AND HISTEAM DETERMINE THAT THE R-VALUES SPECIFIED IN THIS PLAN SET DO NOTACHIEVE THE REQUIREMENTS OF THE CODE THE CONTRACTOR MUSTCOORDINATE WITH THE ARCHITECT TO MAKE CORRECTIONS TO THE DESIGNAS NEEDED BASED ON THE SIMULATED ENERGY PERFORMANCE ANALYSIS.FBC: ENERGY CONSERVATION CODE R402.4 AIR LEAKAGE THE BUILDING THERMALENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITHTHE REQUIREMENTS OF SECTIONS R402.4.1 THROUGH R402.4.5.R402.4.1 BUILDING THERMAL ENVELOPE. ...THE SEALING METHODS BETWEENDISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION ANDCONTRACTION.R402.4.1.2 TESTING. THE BUILDING OR DWELLING UNIT SHALL BE TESTED ANDVERIFIED AS HAVING AN AIR LEAKAGE RATE NOT EXCEEDING SEVEN AIR CHANGES PER HOUR IN CLIMATE ZONES 1 AND 2R402.4.1.1 INSTALLATION. SEE TABLE R402.4.1.1 AIR BARRIER AND INSULATIONINSTALLATION.R402.4.2 FIREPLACES. NEW WOOD-BURNING FIREPLACES SHALL HAVETIGHT-FITTING FLUE DAMPERS OR DOORS, AND OUTDOOR COMBUSTIONAIR.R402.4.3 FENESTRATION AIR LEAKAGE.R402.4.4 ROOMS CONTAINING FUEL-BURNING APPLIANCES. IN CLIMATE ZONES3 THROUGH 8...R402.4.5 RECESSED LIGHTING.A CONTINUOUS AIR BARRIER MAY BE MADE UP OF MORE THAN ONE TYPE OFMATERIAL AS LONG AS IT CREATES AN UNBROKEN AIR-SEALED BARRIER BETWEENCONDITIONED SPACE AND UNCONDITIONED SPACE.THE FOLLOWING MATERIALS MAY SERVE AS AN AIR BARRIER PROVIDED ALLJOINTS ARE SEALED AND MATERIALS ARE INSTALLED AS AIR BARRIERS INACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.EXAMPLE: STUCCO ON THE EXTERIOR SIDE OF A WALL.EXAMPLE: PLYWOOD, MIN 38" THICK ON THE EXTERIOR SIDE OF A WALL.EXAMPLE: MUDDED AND TYPED DRYWALL ON THE INTERIOR SIDE OF AWALL.ALL JOINTS AND PENETRATIONS MUST BE AIR-SEALED.THE AIR BARRIER SHOULD BE ALIGNED WITH THE THERMAL ENVELOPE.CONTRACTOR, INTERIOR DESIGNER, AND OWNER MUST TAKE CARE NOT TOCREATE A VAPOR BARRIER AT THE INTERIOR SIDE OF THE WALL ASSEMBLY ORANYWHERE WITHIN THE INTERIOR OF THE WALL ASSEMBLY IN HOT HUMIDCLIMATES. EXAMPLE: DO NOT USE VINYL WALLPAPER ON EXTERIORWALLS. VENTILATION REQUIREMENTS:1/300 OF THE AREA OFTHE SPACE VENTILATED.PROJECT SPECIFIC VENTILATION REQUIREMENTCALCULATIONS:TOTAL VENTILATED ROOF AREA SF X 144 = TOTALROOF AREA SQ. IN.VENTILATED ROOF AREA "A"108 SF X 144 SQ.IN./SF = 15,552 SQ.IN.VENTILATED ROOF AREA "B"109 SF X 144 SQ.IN./SF = 15,696 SQ.IN.VENTILATED ROOF AREA "C"249 SF X 144 SQ.IN./SF = 35,856 SQ.IN.TOTAL VENTILATED ROOF AREA SQ IN / 150 =REQUIRED SQ. IN. OF VENT AREAVENTILATED ROOF AREA "A"REQUIRED VENT AREA: 15,552 SQ.IN. / 150= 104 SQ.IN. / 50% = 52 SQ.IN. OF OFF RIDGE VENTPROVIDE: (1) 4' VENTS (105 SQ.IN.) = 105 SQ. INVENTILATED ROOF AREA "B"REQUIRED VENT AREA: 15,696 SQ.IN. / 150= 105 SQ.IN. / 50% = 53 SQ.IN. OF OFF RIDGE VENTPROVIDE: (1) 4' VENTS (105 SQ.IN.) = 105 SQ. IN.VENTILATED ROOF AREA "C"REQUIRED VENT AREA: 35,856 SQ.IN. / 150= 239 SQ.IN. / 50% = 120 SQ.IN. OF OFF RIDGE VENTPROVIDE: (2) 4' VENTS (105 SQ.IN.) = 210 SQ. IN.INDICATES OFF-RIDGE VENT.VERIFY W/ MANUF. AVAILABLEVENT AREA/LENGTH OF VENT.VENTED ROOF SYSTEMINSULATED ROOF SYSTEMA2.12017-11-08SHEET NOSCALE 10/15/2019 AS INDICATED PROJECT NO DATE 1511 CHK BY NAG DRAWN BY Ph: 407-647-0938 Fax: 407-647-2499 email : Mark@nasrallah.com 3920 Edgewater Drive, Suite 101 Orlando, Fl. 32804 AA26001471 MARKDATE REMARK BY MN Designer hereby expressly reserves his copyright and other property rights in these plans. These plans and drawings are not to be reproduced, changed or copied in any form or manner whatsoever without first obtaining the express permission and consent of the architect., nor are they to be assigned to any party without first obtaining said written permission and consent. Written Dimensions on these drawings shall have precedence over scale dimensions: Contractors shall verify and be responsible for all dimensions and conditions on the job and this office must be notified of any variation from the dimensions and conditions shown by these drawings. Architectural Group Inc 2020-12-22 Building Department Permit Set not valid withoutoriginal or electronicsignature & sealMark P. NasrallahFla. Reg. AR 0008136Accuracy StatementThis item has been digitally signed and sealed by Mark P Nasrallah on the date containedwithin the digital signature above. Printed copies of this document are not consideredsigned and sealed and the signature must be verified on any electronic copiesSt. Lucie County, FL Gelcorp. Industries A Custom Residence For: "AVALON BY THE BEACH" - LOT 20 PARCEL ID 13.1FRONT ELEVATIONSCALE: 1/4" = 1' - 0"1ST FL. SLAB0'-0" REF. ELEV.100'-0" AMSLROOF BEARING10'-0" ABV. REF. ELEV.2ND FLOOR12'-0" ABV. REF. ELEV.ROOF BEARING22'-0" ABV. REF. ELEV.HEADER HT.20'-0" ABV. REF. ELEV.6126126:126:12WL-01EF-02WL-02WL-04RF-01WL-01EF-02WL-02WL-04EF-02RF-01RF-01RF-01OP-03OP-03OP-01HEADER HT.8'-0" ABV. REF. ELEV.30'-3"SECTION/ ELEVATION TYPICAL NOTES:DRYWALL SPEC:-WALLS THAT ABUT NON-CONDITIONED SPACE: USE "DENSARMOR"-WALLS THAT ARE IN DIRECT CONTACT WITH WET AREAS: USE "DENSARMOR PLUS"ROOF NOTE:-SEE ROOF PLAN FOR GENERAL ROOF NOTES AND ROOF MATERIAL SELECTIONNOTESTYPICAL ARCHITECTURAL NOTES:-VERIFY ALL STRUCTURAL ELEMENTS WITH STRUCTURAL ENGINEER-COORDINATE ALL INTERIOR WALL, SOFFITS AND CEILING TREATMENTS WITHINTERIOR DESIGNER/ OWNER-ROOF AND BEARING HEIGHTS ARE SHOWN RELATIVE TO A REFERENCE ELEVATIONBASED ON TOP OF GRADE. U.N.O.-ALL HANDRAILS AND GUARD RAILS TO BE 36" AFF U.N.O. W/ VERTICALPICKETS/BALUSTRADES SPACED SO AS TO NOT ALLOW THE PASSAGEOF A 4" SPHERE. PROVIDE TOE RAILING AS REQ'D, MAX 2" A.F.F. COORD.FINAL MATERIAL, DESIGN, AND FINISH WITH ID/OWNER. HANDRAILS ANDGUARDS MUST COMPLY WITH THE REQUIREMENTS OF THE FBC R 2017.SECTION/ ELEVATION KEY NOTES:RF: ROOF/ EAVE ASSEMBLYRF-01DREXEL METALS - '5V PROFILE' PANEL ROOF SYSTEM. SEE MANUFACTURER'S INSTALLATION AND UNDERLAYMENT GUIDELINES. RF-02PRE-ENGINEERED WOOD ROOF TRUSSES @ 24" O.C. SEE FRAMINGPLAN AND SHOP DRAWINGS FROM TRUSS MFR. PROVIDE MIN R-20SPRAY FOAM INSULATION TO THE UNDERSIDE OF ROOF SHEATHINGAND AS NEEDED TO CREATE A SEALED ENVELOPE FOR CONDITIONEDSPACES. INSTALL PER MFR'S WRITTEN INSTRUCTIONS. TYP. ALL SPRAYFOAM TO RECEIVE FIRE RETARDANT COATING PER FBCRRF-03STRUCTURAL FASTENER: (S.S.D.)RF-04CONTINUOUS FLASHING. SEE ROOF PLAN AND NOTES. USE COPPER.ALT. FACTORY COATED ALUM. TO MATCH METAL ROOFRF-05CONTINUOUS METAL DRIP EDGE ON 1X2 FASCIA OVER 1X8 FASCIA ON2X4 SUB-FASCIA.RF-06STUCCO SOFFIT (SEE FC-07).RF-07STUCCO SOFFIT (SEE FC-07) WITH CONTINUOUS VENT.RF-08PROVIDE CROSS-FLOW VENTILATION BETWEEN ADJOINING ROOFSYSTEMS.OP:OPENINGSOP-01WINDOW OR DOOR UNIT. INSTALL PER MFR'S WRITTEN INSTRUCTIONS.RECESS MIN 2" FROM FACE OF WALL. SEE SHEETS A6.1 & A 6.2 FORBUCK ATTACHMENT DETAIL AND WATERPROOFING DETAILS. SEEFLOOR PLAN FOR UNIT LOCATIONS AND DIMENSIONS.OP-02SEE WINDOW/ DOOR DETAILS ON SHEET A6.2 FOR HEAD, JAMB AND SILLDETAILS. SEE ELEVATIONS FOR LOCATIONS.OP-03GARAGE DOOR - AS SELECTED BY OWNER. SEE GENERAL DOOR NOTESON SHEET A6.1.OP-04PROVIDE CONTINUOUS DRIP EDGE AT HEAD.WL: WALL ASSEMBLYWL-01EXTERIOR MASONRY ASSEMBLY:8" NOMINAL REINFORCED CMU WALL - S.S.D.WL-02EXTERIOR FRAME ASSEMBLY:EXTERIOR FINISH SYSTEM OVER EXTERIOR GRADE PLYWOODSHEATHING OR STRUCTURAL ZIP-BOARD ON WOOD FRAMING SYSTEM.PROVIDE MIN R-19 BATT INSUL. UNLESS NOTED OTHERWISE. (S.S.D.)*WHERE STRUCTURAL SPACING @ 16" O.C.(TYP. @ WALLS): USE MIN.1/2" EXTERIOR GRADE SHEATHING*WHERE STRUCTURAL SPACING @ 24" O.C.(TYP. @ ROOFS): USE MIN.5/8" EXTERIOR GRADE SHEATHINGWL-03EXTERIOR FINISH: CEMENT PLASTERNOTE: PROVIDE EXPANSION JOINTS, CONTROL JOINTS, & WEEPSCREEDS AT ALL REQUIRED LOCATIONS PER FBCR, AND ALL CURRENTINDUSTRY STANDARDS.MASONRY SUBSTRATE: MIN 1/2" CEMENT PLASTER ON CONCRETEMASONRY WALL AND CAST CONCRETE SURFACES. FINISH ASSELECTED BY OWNER. HOLD CEMENT PLASTER 2" ABV. GRADE. TYP.WOOD FRAME SUBSTRATE: MIN 7/8" STUCCO ON GALV. MTL. LATH ONTYPAR STUCCO WRAP ON EXTERIOR FRAME ASSEMBLY. SEE WL-02.WL-04EXTERIOR FINISH: SIDINGARCHITECTURAL GRADE LINE FIBER CEMENT SIDING.INSTALLED PERMANUFACTURER WRITTEN INSTRUCTIONS.WL-05INTERIOR FINISH: DRYWALL. SEE SECTION/ ELEVATION TYPICAL NOTES.MASONRY SUBSTRATE: 1/2" DRYWALL INTERIOR WALL FINISH ON P.T.FURRING STRIPS W/ PERMEABLE RADIANT BARRIER WITH MIN. R4.1INSULATION VALUE. HOLD DRYWALL 1/2" OFF FLOOR DECKING/SLAB.TYP. COORD. FURRING THICKNESS WITH FLOOR PLANS. WHEREADDITIONAL THICKNESS IS SHOWN USE 2X STUDS W/ MIN 1/2" AIR GAPTO SEPARATE STUDS FROM CONCRETE SUBSTRATE, USE P.T.MEMBERS WHERE IN DIRECT CONTACT WITH CONCRETE SUBSTRATE.WOOD FRAME SUBSTRATE: 1/2" DRYWALL INTERIOR FINISH. HOLDDRYWALL 1/2" OFF FLOOR DECKING/SLAB.WL-06CONT. BOND BEAM. (S.S.D.)WL-07C.I.P BEAM - (S.S.D.)WL-08HEADER/ BEAM (S.S.D.)WL-09PROVIDE JOINT AT DISSIMILAR MATERIALS PER FBCR.WL-10POURED CONC. BEAM (S.S.D.)WL-11CONTROL JOINTFC:FLOOR/ CEILING ASSEMBLYFC-01FLOOR SYSTEM: MIN. 4" THICK REINFORCED CONCRETE SLAB ONCONTINUOUS 6 MIL VAPOR BARRIER ON CLEAN AND WELL COMPACTEDTERMITE TREATED FILL. SSD. FLOOR FINISH - AS SELECTED BY OWNER.FC-02FOUNDATION AND FOOTING. MIN 16" BELOW GRADE. SSD.FC-03FLOOR SYSTEM: (1) LAYER 3/4" T&G PLYWOOD STURD-I-FLOOR DECKINGGLUED AND SCREWED ON PRE-ENGINEERED FLOOR TRUSS SYSTEM ORSPECIFIED FLOOR MEMBERS. (S.S.D.) PROVIDE CONTINUOUS ENDBLOCKING. PROVIDE INSULATION FOR SOUND REDUCTIONTHROUGHOUT AT OWNERS OPTION. INSULATION IS REQUIREDADJACENT TO NON CONDITIONED SPACES SUCH AS THE GARAGE.FLOOR FINISH - AS SELECTED BY OWNER. FC-04PT LEDGER (BRG. or NON-BRG.) (S.S.D.)FC-05BEAM/GIRDER. (S.S.D.)FC-06CEILING FINISH: 1/2" C.D. GYP. BOARD.FC-07CEILING FINISH: MIN 7/8" STUCCO ON GALV. MTL. LATH ON TYPARSTUCCO WRAP ON EXTERIOR FRAME ASSEMBLY (SEE WL-02).FC-08COORD. PASSAGE OF HVAC DUCT THROUGH TRUSS SYSTEM.FC-09POURED IN PLACE CONCRETE BALCONY. S.S.D. SLOPE TO DRAIN.FC-10FLOOR DRAIN SEE DET. B/A4.1FC-11IPE (OPEN) WOOD DECKING. INSTALL AS PER MANUFACTURERSWRITTEN INSTRUCTIONS. COLOR AS PER OWNER.FC-12STRUCTURAL FASTENER: (S.S.D.)FC-13P.T. 2x's (S.S.D.)EF:EXTERIOR FEATURESEF-01NOT USED.EF-02STUCCO ACCENT - SILL, BANDING OR TRIMEF-0336" HIGH RAILING SYSTEM- FOR ILLUSTRATION ONLY. FINAL DESIGN &MATERIAL TO BE SELECTED BY OWNER. SEE ELEVATION/ SECTIONTYPICAL NOTES THIS SHEET.EF-04DECORATIVE BRACKET. FINAL DESIGN & MATERIAL TO BE SELECTED BYOWNER.EF-05LIGHT FIXTURE - AS SELECTED BY OWNEREF-06DECORATIVE LOUVERED PANELEF-07DECORATIVE WOOD SIDING. COLOR AS SELECTED BY OWNER.IN:INTERIOR FEATURESIN-011x6 T&G WOOD MOUNTED TO THE UNDERSIDE OF THE TRUSS. COLORAS PER ID/OWNER1ST FL. SLAB0'-0" REF. ELEV.100'-0" AMSLROOF BEARING10'-0" ABV. REF. ELEV.2ND FLOOR12'-0" ABV. REF. ELEV.ROOF BEARING22'-0" ABV. REF. ELEV.HEADER HT.20'-0" ABV. REF. ELEV.HEADER HT.8'-0" ABV. REF. ELEV.6126126126:126:126:12WL-01EF-02WL-02WL-04RF-01EF-02WL-01EF-02WL-02WL-04EF-02RF-01RF-01OP-01OP-0123.1REAR ELEVATIONSCALE: 1/4" = 1' - 0"1ST FL. SLAB0'-0" REF. ELEV.100'-0" AMSLROOF BEARING10'-0" ABV. REF. ELEV.2ND FLOOR12'-0" ABV. REF. ELEV.ROOF BEARING22'-0" ABV. REF. ELEV.HEADER HT.20'-0" ABV. REF. ELEV.HEADER HT.8'-0" ABV. REF. ELEV.6126126126:126:12WL-01WL-02WL-02WL-04EF-02RF-01EF-02EF-06WL-01RF-01EF-02RF-01EF-0233.1RIGHT ELEVATIONSCALE: 1/4" = 1' - 0"WL-11WL-11A3.12017-11-08SHEET NOSCALE 10/15/2019 AS INDICATED PROJECT NO DATE 1511 CHK BY NAG DRAWN BY Ph: 407-647-0938 Fax: 407-647-2499 email : Mark@nasrallah.com 3920 Edgewater Drive, Suite 101 Orlando, Fl. 32804 AA26001471 MARKDATE REMARK BY MN Designer hereby expressly reserves his copyright and other property rights in these plans. These plans and drawings are not to be reproduced, changed or copied in any form or manner whatsoever without first obtaining the express permission and consent of the architect., nor are they to be assigned to any party without first obtaining said written permission and consent. Written Dimensions on these drawings shall have precedence over scale dimensions: Contractors shall verify and be responsible for all dimensions and conditions on the job and this office must be notified of any variation from the dimensions and conditions shown by these drawings. Architectural Group Inc 2020-12-22 Building Department Permit Set not valid withoutoriginal or electronicsignature & sealMark P. NasrallahFla. Reg. AR 0008136Accuracy StatementThis item has been digitally signed and sealed by Mark P Nasrallah on the date containedwithin the digital signature above. Printed copies of this document are not consideredsigned and sealed and the signature must be verified on any electronic copiesSt. Lucie County, FL Gelcorp. Industries A Custom Residence For: "AVALON BY THE BEACH" - LOT 20 PARCEL ID SECTION/ ELEVATION TYPICAL NOTES:DRYWALL SPEC:-WALLS THAT ABUT NON-CONDITIONED SPACE: USE "DENSARMOR"-WALLS THAT ARE IN DIRECT CONTACT WITH WET AREAS: USE "DENSARMOR PLUS"ROOF NOTE:-SEE ROOF PLAN FOR GENERAL ROOF NOTES AND ROOF MATERIAL SELECTIONNOTESTYPICAL ARCHITECTURAL NOTES:-VERIFY ALL STRUCTURAL ELEMENTS WITH STRUCTURAL ENGINEER-COORDINATE ALL INTERIOR WALL, SOFFITS AND CEILING TREATMENTS WITHINTERIOR DESIGNER/ OWNER-ROOF AND BEARING HEIGHTS ARE SHOWN RELATIVE TO A REFERENCE ELEVATIONBASED ON TOP OF GRADE. U.N.O.-ALL HANDRAILS AND GUARD RAILS TO BE 36" AFF U.N.O. W/ VERTICALPICKETS/BALUSTRADES SPACED SO AS TO NOT ALLOW THE PASSAGEOF A 4" SPHERE. PROVIDE TOE RAILING AS REQ'D, MAX 2" A.F.F. COORD.FINAL MATERIAL, DESIGN, AND FINISH WITH ID/OWNER. HANDRAILS ANDGUARDS MUST COMPLY WITH THE REQUIREMENTS OF THE FBC R 2017.SECTION/ ELEVATION KEY NOTES:RF: ROOF/ EAVE ASSEMBLYRF-01DREXEL METALS - '5V PROFILE' PANEL ROOF SYSTEM. SEE MANUFACTURER'S INSTALLATION AND UNDERLAYMENT GUIDELINES. RF-02PRE-ENGINEERED WOOD ROOF TRUSSES @ 24" O.C. SEE FRAMINGPLAN AND SHOP DRAWINGS FROM TRUSS MFR. PROVIDE MIN R-20SPRAY FOAM INSULATION TO THE UNDERSIDE OF ROOF SHEATHINGAND AS NEEDED TO CREATE A SEALED ENVELOPE FOR CONDITIONEDSPACES. INSTALL PER MFR'S WRITTEN INSTRUCTIONS. TYP. ALL SPRAYFOAM TO RECEIVE FIRE RETARDANT COATING PER FBCRRF-03STRUCTURAL FASTENER: (S.S.D.)RF-04CONTINUOUS FLASHING. SEE ROOF PLAN AND NOTES. USE COPPER.ALT. FACTORY COATED ALUM. TO MATCH METAL ROOFRF-05CONTINUOUS METAL DRIP EDGE ON 1X2 FASCIA OVER 1X8 FASCIA ON2X4 SUB-FASCIA.RF-06STUCCO SOFFIT (SEE FC-07).RF-07STUCCO SOFFIT (SEE FC-07) WITH CONTINUOUS VENT.RF-08PROVIDE CROSS-FLOW VENTILATION BETWEEN ADJOINING ROOFSYSTEMS.OP:OPENINGSOP-01WINDOW OR DOOR UNIT. INSTALL PER MFR'S WRITTEN INSTRUCTIONS.RECESS MIN 2" FROM FACE OF WALL. SEE SHEETS A6.1 & A 6.2 FORBUCK ATTACHMENT DETAIL AND WATERPROOFING DETAILS. SEEFLOOR PLAN FOR UNIT LOCATIONS AND DIMENSIONS.OP-02SEE WINDOW/ DOOR DETAILS ON SHEET A6.2 FOR HEAD, JAMB AND SILLDETAILS. SEE ELEVATIONS FOR LOCATIONS.OP-03GARAGE DOOR - AS SELECTED BY OWNER. SEE GENERAL DOOR NOTESON SHEET A6.1.OP-04PROVIDE CONTINUOUS DRIP EDGE AT HEAD.WL: WALL ASSEMBLYWL-01EXTERIOR MASONRY ASSEMBLY:8" NOMINAL REINFORCED CMU WALL - S.S.D.WL-02EXTERIOR FRAME ASSEMBLY:EXTERIOR FINISH SYSTEM OVER EXTERIOR GRADE PLYWOODSHEATHING OR STRUCTURAL ZIP-BOARD ON WOOD FRAMING SYSTEM.PROVIDE MIN R-19 BATT INSUL. UNLESS NOTED OTHERWISE. (S.S.D.)*WHERE STRUCTURAL SPACING @ 16" O.C.(TYP. @ WALLS): USE MIN.1/2" EXTERIOR GRADE SHEATHING*WHERE STRUCTURAL SPACING @ 24" O.C.(TYP. @ ROOFS): USE MIN.5/8" EXTERIOR GRADE SHEATHINGWL-03EXTERIOR FINISH: CEMENT PLASTERNOTE: PROVIDE EXPANSION JOINTS, CONTROL JOINTS, & WEEPSCREEDS AT ALL REQUIRED LOCATIONS PER FBCR, AND ALL CURRENTINDUSTRY STANDARDS.MASONRY SUBSTRATE: MIN 1/2" CEMENT PLASTER ON CONCRETEMASONRY WALL AND CAST CONCRETE SURFACES. FINISH ASSELECTED BY OWNER. HOLD CEMENT PLASTER 2" ABV. GRADE. TYP.WOOD FRAME SUBSTRATE: MIN 7/8" STUCCO ON GALV. MTL. LATH ONTYPAR STUCCO WRAP ON EXTERIOR FRAME ASSEMBLY. SEE WL-02.WL-04EXTERIOR FINISH: SIDINGARCHITECTURAL GRADE LINE FIBER CEMENT SIDING.INSTALLED PERMANUFACTURER WRITTEN INSTRUCTIONS.WL-05INTERIOR FINISH: DRYWALL. SEE SECTION/ ELEVATION TYPICAL NOTES.MASONRY SUBSTRATE: 1/2" DRYWALL INTERIOR WALL FINISH ON P.T.FURRING STRIPS W/ PERMEABLE RADIANT BARRIER WITH MIN. R4.1INSULATION VALUE. HOLD DRYWALL 1/2" OFF FLOOR DECKING/SLAB.TYP. COORD. FURRING THICKNESS WITH FLOOR PLANS. WHEREADDITIONAL THICKNESS IS SHOWN USE 2X STUDS W/ MIN 1/2" AIR GAPTO SEPARATE STUDS FROM CONCRETE SUBSTRATE, USE P.T.MEMBERS WHERE IN DIRECT CONTACT WITH CONCRETE SUBSTRATE.WOOD FRAME SUBSTRATE: 1/2" DRYWALL INTERIOR FINISH. HOLDDRYWALL 1/2" OFF FLOOR DECKING/SLAB.WL-06CONT. BOND BEAM. (S.S.D.)WL-07C.I.P BEAM - (S.S.D.)WL-08HEADER/ BEAM (S.S.D.)WL-09PROVIDE JOINT AT DISSIMILAR MATERIALS PER FBCR.WL-10POURED CONC. BEAM (S.S.D.)WL-11CONTROL JOINTFC:FLOOR/ CEILING ASSEMBLYFC-01FLOOR SYSTEM: MIN. 4" THICK REINFORCED CONCRETE SLAB ONCONTINUOUS 6 MIL VAPOR BARRIER ON CLEAN AND WELL COMPACTEDTERMITE TREATED FILL. SSD. FLOOR FINISH - AS SELECTED BY OWNER.FC-02FOUNDATION AND FOOTING. MIN 16" BELOW GRADE. SSD.FC-03FLOOR SYSTEM: (1) LAYER 3/4" T&G PLYWOOD STURD-I-FLOOR DECKINGGLUED AND SCREWED ON PRE-ENGINEERED FLOOR TRUSS SYSTEM ORSPECIFIED FLOOR MEMBERS. (S.S.D.) PROVIDE CONTINUOUS ENDBLOCKING. PROVIDE INSULATION FOR SOUND REDUCTIONTHROUGHOUT AT OWNERS OPTION. INSULATION IS REQUIREDADJACENT TO NON CONDITIONED SPACES SUCH AS THE GARAGE.FLOOR FINISH - AS SELECTED BY OWNER. FC-04PT LEDGER (BRG. or NON-BRG.) (S.S.D.)FC-05BEAM/GIRDER. (S.S.D.)FC-06CEILING FINISH: 1/2" C.D. GYP. BOARD.FC-07CEILING FINISH: MIN 7/8" STUCCO ON GALV. MTL. LATH ON TYPARSTUCCO WRAP ON EXTERIOR FRAME ASSEMBLY (SEE WL-02).FC-08COORD. PASSAGE OF HVAC DUCT THROUGH TRUSS SYSTEM.FC-09POURED IN PLACE CONCRETE BALCONY. S.S.D. SLOPE TO DRAIN.FC-10FLOOR DRAIN SEE DET. B/A4.1FC-11IPE (OPEN) WOOD DECKING. INSTALL AS PER MANUFACTURERSWRITTEN INSTRUCTIONS. COLOR AS PER OWNER.FC-12STRUCTURAL FASTENER: (S.S.D.)FC-13P.T. 2x's (S.S.D.)EF:EXTERIOR FEATURESEF-01NOT USED.EF-02STUCCO ACCENT - SILL, BANDING OR TRIMEF-0336" HIGH RAILING SYSTEM- FOR ILLUSTRATION ONLY. FINAL DESIGN &MATERIAL TO BE SELECTED BY OWNER. SEE ELEVATION/ SECTIONTYPICAL NOTES THIS SHEET.EF-04DECORATIVE BRACKET. FINAL DESIGN & MATERIAL TO BE SELECTED BYOWNER.EF-05LIGHT FIXTURE - AS SELECTED BY OWNEREF-06DECORATIVE LOUVERED PANELEF-07DECORATIVE WOOD SIDING. COLOR AS SELECTED BY OWNER.IN:INTERIOR FEATURESIN-011x6 T&G WOOD MOUNTED TO THE UNDERSIDE OF THE TRUSS. COLORAS PER ID/OWNER1ST FL. SLAB0'-0" REF. ELEV.100'-0" AMSLROOF BEARING10'-0" ABV. REF. ELEV.2ND FLOOR12'-0" ABV. REF. ELEV.ROOF BEARING22'-0" ABV. REF. ELEV.HEADER HT.20'-0" ABV. REF. ELEV.HEADER HT.8'-0" ABV. REF. ELEV.6126126126126:126:12EF-06WL-01EF-02WL-02WL-04EF-02RF-01WL-02EF-02WL-01RF-01RF-01EF-0213.2LEFT ELEVATIONSCALE: 1/4" = 1' - 0"WL-111ST FL. SLAB0'-0" REF. ELEV.100'-0" AMSLROOF BEARING10'-0" ABV. REF. ELEV.2ND FLOOR12'-0" ABV. REF. ELEV.ROOF BEARING22'-0" ABV. REF. ELEV.HEADER HT.20'-0" ABV. REF. ELEV.HEADER HT.8'-0" ABV. REF. ELEV.22'-0"10'-0"10'-0"10'-0"612612612RF-02RF-01WL-02WL-04WL-01RF-0122'-0"EF-06WL-01RF-01WL-0223.2BUILDING SECTIONSCALE: 1/4" = 1' - 0"FC-02FC-02REFER TO TRUSS MAN'F DRAWINGSFOR ACTUAL TRUSS LAYOUT.(REFERENCE ONLY)REFER TO TRUSS MAN'F DRAWINGSFOR ACTUAL TRUSS LAYOUT.(REFERENCE ONLY)REFER TO TRUSS MAN'F DRAWINGSFOR ACTUAL TRUSS LAYOUT.(REFERENCE ONLY)SLOPE MIN. 18" per ft.SLOPE MIN. 18" per ft.VENT THRU ROOFVENT THRU ROOFA3.22017-11-08SHEET NOSCALE 10/15/2019 AS INDICATED PROJECT NO DATE 1511 CHK BY NAG DRAWN BY Ph: 407-647-0938 Fax: 407-647-2499 email : Mark@nasrallah.com 3920 Edgewater Drive, Suite 101 Orlando, Fl. 32804 AA26001471 MARKDATE REMARK BY MN Designer hereby expressly reserves his copyright and other property rights in these plans. These plans and drawings are not to be reproduced, changed or copied in any form or manner whatsoever without first obtaining the express permission and consent of the architect., nor are they to be assigned to any party without first obtaining said written permission and consent. Written Dimensions on these drawings shall have precedence over scale dimensions: Contractors shall verify and be responsible for all dimensions and conditions on the job and this office must be notified of any variation from the dimensions and conditions shown by these drawings. Architectural Group Inc 2020-12-22 Building Department Permit Set not valid withoutoriginal or electronicsignature & sealMark P. NasrallahFla. Reg. AR 0008136Accuracy StatementThis item has been digitally signed and sealed by Mark P Nasrallah on the date containedwithin the digital signature above. Printed copies of this document are not consideredsigned and sealed and the signature must be verified on any electronic copiesSt. Lucie County, FL Gelcorp. Industries A Custom Residence For: "AVALON BY THE BEACH" - LOT 20 PARCEL ID 71 4"11 "3'-0"3/4 "10'-1"11 EQUAL TREADS7'-3" 12 EQUAL RISERS 4'-9" 8 EQUAL RISERS 12'-0"S2S6S5S3S4S12A4.1STAIR SECTIONSCALE: 1/2" = 1' - 0"1ST FL. SLAB0'-0" REF. ELEV.1ST FL. BRG10'-0" REF. ELEV.2ND FLOOR12'-0" REF. ELEV.HEADER HT.20'-0" REF. ELEV.ROOF BRG.22'-0" REF. ELEV.6'-5"7 EQUAL TREADS3'-6"LANDINGSTAIR DETAIL KEY NOTES:S1112" DIA. HANDRAIL @ 36" A.F.F. OF LEADING EDGE OF STAIR SHALL ALLOW112" CLEARANCE FROM WALL. SEE DETAIL.S2STRINGER FRAMING: (2) 2 x 12 PT. YP. # 2 STRINGERS SCREWED & GLUEDTOGETHER AND CUT TO STAIR PROFILE. AT BOTH SIDES OF STAIR w/SIMPSON U28 TO LANDING JOISTS AND ANCHORED TO CONCRETE SLABBELOW. SEE STRUCTURAL DRAWINGS.S3LANDING FRAMING: 3/4" PLYWOOD SHEATHING OVER 2 X 12 YP #2 LANDINGJOISTS w/ SIMPSON U28 HANGERS ON EACH ENDS4STAIR TREAD FRAMING: 2 x 12 PT. YP. # 2 STEPS w/ (3) 12d NAILS EACHSTRINGER. COORD. FINAL FINISH MATERIAL AND COLOR W/ ID/ OWNER.S5CONC. SLAB ON GRADE. SEE ELEVATION / SECTION KEY NOTES. SEESTRUCTURAL DRAWINGS.S61/2" GYPSUM BOARD UNDER STAIR PROTECTION PER R302.7 AT ALLAREAS.STAIR INFORMATION20 RISERS @7 5/16"19 TREADS @11" (plus landing)GENERAL STAIR NOTES:1. STAIR RUN = STRUCTURE TO STRUCTURE, VARIES SEE SPECIFIC STAIRS.2. RISERS PER FBCR 311.7.5.1 AND TREADS PER FBCR 311.7.5.2 & 311.7.5.2.1. LANDINGSARE PROVIDED PER FBCR 311.7.6. PROVIDE NOSINGS AS REQUIRED PER FBCR311.7.5.3.3. A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 12 FTBETWEEN FLOOR LEVELS OR LANDINGS PER FBCR 311.7.3.4. STAIR SPACING AND OR MATERIAL CONFIGURATION SHALL PREVENT THE PASSAGEOF A 4" DIAMETER SPHERE ABOVE THE TREADS; AND THE PREVENTION OF A 6"DIAMETER SPHERE IN THE TRIANGLE OF THE RISER, TREAD, AND GUARD RAIL.5. ALL HANDRAILS AND GUARD RAILS TO BE 36" AFF. GUARDS SHALL BE DESIGNED SOAS TO NOT TO HAVE OPENINGS WHICH WOULD ALLOW THE PASSAGE OF A 4"SPHERE. PROVIDE TOE RAILING AS REQ'D, MAX 2" A.F.F.. COORD. FINAL MATERIAL,DESIGN, AND FINISH WITH ID/OWNER. HANDRAILS AND GUARDS MUST COMPLY WITHTHE REQUIREMENTS OF THE FBC R311.7.8 HANDRAILS (STAIRS), R311.8.3 HANDRAILS(RAMPS), R312 GUARDS.6. THIS STAIR CALCULATION IS BASED FROM 1st FLOOR STRUCTURE TO 2nd FLOORSTRUCTURE. THE FINISH FLOOR MATERIALS HAVE NOT BEEN SELECTED. PRIOR TOBUILDING THIS STAIR CONTACT THE ARCHITECTS OFFICE WITH THE FINISH FLOORMATERIAL CHOICE FOR FINIAL RISER DIMENSIONS.7. PROVIDED ILLUMINATION PER FBCR 303.6.DN10'-1"11 EQ. TREADS3'-6"LANDING3'-6"LANDING6'-5"7 EQ TREADS7'-8" LANDING1A4.1STAIR PLANSCALE: 1/2" = 1' - 0"1110090807060504030201121516171418192013MI N 8 " O R 2/ 3 T O T A L W I D T H 1" NOSINGTREADRISER COORDINATE FINAL STAIRFINISH SELECTION WITH ID,OWNER, AND STAIRFABRICATORINDICATES STAIR STRUCTURE.SEE STAIR DETAIL KEYNOTES.NOTE:-FOR EXTERIOR STAIRS,SLOPE ALL TREADS TO DRAIN.MIN 1/8" PER FT.-FOR CONCRETE STAIRS,RISERS MAY BE ANGLED, NOTMORE THAN 30 DEGREESFROM VERTICAL.3A4.1TYP. STAIR DETAILSCALE: 1 1/2" = 1' - 0"3'-0" 2" MAX FINISH FLOOR11 2"4A4.1TYP. GUARDRAILSCALE: 1 1/2" = 1' - 0"COORD. WITH ID PACKAGE1" x 1" VERTICAL BALLUSTERS TOSUPPORTING BASE EVENLY SPACED@ 6'-0" O.C. MAX. STYLE ASSELECTED BY ID/ OWNERRECOMMENDED MATERIALS:INTERTIOR - WROUGHT IRONEXTERIOR - PWDR COATED ALUM.PATTEREND INSERT. MAXIMUMOPENING SHALL NOT PERMIT THEPASSAGE OF A 4" SPHERECONTINUOUS BASE RAIL/TOE RAILCONTINUOUS TOP RAILBOLT TO DOUBLE BLOCKING INFRAMING 6"w 8"h x 3/16" PLATEw/ (4) 1/2' GALVANIZED LAGBOLTS1 14" < 2">112"WALLPLAN>34" <38" ABOVELEADING EDGE @RISER5A4.1TYP. HANDRAILSCALE: 1 1/2" = 1' - 0"EA4.12017-11-08SHEET NOSCALE 10/15/2019 AS INDICATED PROJECT NO DATE 1511 CHK BY NAG DRAWN BY Ph: 407-647-0938 Fax: 407-647-2499 email : Mark@nasrallah.com 3920 Edgewater Drive, Suite 101 Orlando, Fl. 32804 AA26001471 MARKDATE REMARK BY MN Designer hereby expressly reserves his copyright and other property rights in these plans. These plans and drawings are not to be reproduced, changed or copied in any form or manner whatsoever without first obtaining the express permission and consent of the architect., nor are they to be assigned to any party without first obtaining said written permission and consent. Written Dimensions on these drawings shall have precedence over scale dimensions: Contractors shall verify and be responsible for all dimensions and conditions on the job and this office must be notified of any variation from the dimensions and conditions shown by these drawings. Architectural Group Inc 2020-12-22 Building Department Permit Set not valid withoutoriginal or electronicsignature & sealMark P. NasrallahFla. Reg. AR 0008136Accuracy StatementThis item has been digitally signed and sealed by Mark P Nasrallah on the date containedwithin the digital signature above. Printed copies of this document are not consideredsigned and sealed and the signature must be verified on any electronic copiesSt. Lucie County, FL Gelcorp. Industries A Custom Residence For: "AVALON BY THE BEACH" - LOT 20 PARCEL ID WINDOW AND DOOR KEY NOTES:1.EXTERIOR WALL ASSEMBLY VARIES- SEE WALL SECTIONS AND PLANS.2.WATERPROOFING SYSTEM. SEE DOOR AND WINDOW INSTALLATIONDETAIL, THIS SHEET.3.WALL FINISH VARIES. SEE WALL SECTIONS AND ELEVATIONS.4.INSTALL ASSEMBLY PER MANUFACTURER'S WRITTEN INSTRUCTIONS.SEE DOOR AND WINDOW INSTALLATION DETAIL, THIS SHEET.5.SLOPE CEMENT WASH SLIGHTLY DOWNWARD AWAY FROM THE UNIT ATHEAD ONLY.6.DOOR / WINDOW UNIT - SEE SCHEDULE7.WINDOW SILL - SEE WALL SECTIONS AND ELEVATIONS FOR MATERIALAND PROFILE.8.CONT. P.T. 2X BUCK - SEE DOOR AND WINDOW INSTALLATION DETAILFOR ATTACHMENT, THIS SHEET. ALSO SEE WALL SECTIONS.9.CONT. CLOSED CELL FOAM BACKER ROD AND SEALANT - SEE MFG'R.WRITTEN INSTRUCTIONS & INSTALLATION DETAILS10.SHIM AS REQ'D.11.CONT. PVC J-BEAD12.CONTINUOUS DRIP EDGE AT EXTERIOR HEAD. SEE ELEVATIONS ANDWALL SECTIONS. DETAIL MAY VARY.13.DRYWALL AND FURRING. SEE WALL SECTION.14. FLOOR/ WALL FINISH AT BALCONIES. COORD WITH ID/ OWNER.15.WATERPROOFING SYSTEM AT BALCONIES. SEE DETAIL.16. EMBED DOOR SILL IN SEALANT.17. PROVIDE COPPER/STAINLESS STEEL PAN WITH SOLDERED END DAMBS18. PROVIDE SPACER AS NEEDED FOR FLOORING SYSTEM.19.PRECAST SILL.20.PROVIDE WICK WEEP IN MORTAR SETTING BED.NOTE: DOOR / WINDOW CASING AND JAMB EXTENSION NOT SHOWN FORCLARITY - COORD. WITH OWNERGENERAL DOOR AND WINDOW NOTES1. ALL GLAZING IN HAZARDOUS LOCATIONS AS IDENTIFIED BY FBC R308.4 TOBE SAFETY GLAZING IN ACCORDANCE WITH THE REQ. OF FBC R308.3.1.2. ALL GLAZING TO BE CLEAR - INSULATED HIGH PERFORMANCE LOW 'E'UNITS W/ A MAX. SHGC 0.25 FOR FENESTRATION AND SKYLIGHTS OR AMAX U-FACTOR OF .40 FOR FENESTRATION ( .65 FOR IMPACT RATEDFENESTRATION) AND .65 FOR SKYLIGHTS. FBC ENERGY CONSERVATIONCODE TABLE R402.1.1.3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THEPRODUCT MFR. FOR COMPLIANCE OF CODE REQUIREMENTS INCLUDINGBUT NOT LIMITED TO: EGRESS, WIND DESIGN DATA, INSTALLATION ANDANCHORING, WIND BORN DEBRIS REGIONS, AIR INFILTRATION, ETC...4. THE CONTRACTOR IS TO NOTIFY THE ARCHITECT OF RECORD OF ANYDISCREPANCY BEFORE ORDERING PRODUCTS.5. FLORIDA PRODUCT APPROVAL:5.1. FLORIDA PRODUCT APPROVALS ARE REQUIRED FOR ALL EXTERIOR:DOOR ASSEMBLIES, WINDOW ASSEMBLIES, IMPACT RESISTANTCOVERINGS, GARAGE DOOR ASSEMBLIES, AND UNIT SKYLIGHTASSEMBLIES.5.2.THE CONTRACTOR SHALL OBTAIN FLORIDA PRODUCT APPROVALDOCUMENTATION, INCLUDING INSTALLATION AND ANCHORING DETAILSAND REQUIREMENTS. CONTRACTOR TO:5.2.1. SUBMIT DOCUMENTATION TO THE BUILDING DEPARTMENTOR AHJ.5.2.2. RETAIN A COPY ONSITE.5.3. SEE STRUCTURAL ENGINEER'S DRAWINGS FOR DESIGNCRITERIA. WHEN SEPARATE STRUCTURAL ENGINEERING DOCUMENTS ARE NOT PROVIDED THIS INFORMATION WILL BELOCATED UNDER CODE INFORMATION IN THIS SET.6. COORD. MUNTON DESIGN WITH OWNER.7. MATCH WINDOW HEAD HEIGHT W/ INTERIOR DOOR HEAD HEIGHT. VERIFYW/ FINISH FLOOR MATERIALS. FINAL INTERIOR & EXTERIOR DOOR HEADHEIGHT TO BE VIF W/OWNER.DOOR NOTES1. ALL INTERIOR DOORS TO BE SOLID CORE DOORS. VERIFY ALL SPECIES,FINISH (PAINT-STAIN), & HEIGHT WITH ID/OWNER PRIOR TO FABRICATION.2. SEE ID/OWNER SPECIFICATIONS FOR DOOR HARDWARE TYPE & FINISH.3. EXTERIOR DOORS TO BE CLAD INSULATED DOORS AS MANUF. BY SIERRAPACIFIC4. GARAGE DOOR TO BE STEEL PANELED INSULATED WITH FINISHEDINTERIOR PANEL, COLOR AS SELECTED BY OWNER5. SEE ID FOR WINDOW/DOOR HJS TREATMENT6. ALL DOOR UNITS TO COMPLY WITH FBC ENERGY CONSERVATION CODESECTION R402.4. AIR LEAKAGE.7. ALL DOORS & WINDOWS SHALL COMPLY WITH BARRIER REQUIREMENTS ASDEFINED IN FBC R CHAPTER 45 PRIVATE SWIMMING POOLSWINDOW NOTES:1. SEE WINDOW ELEVATIONS FOR SPECIFIC FIXED/ OPERABLECONFIGURATION. O.N.O. BEFORE ORDERING ALL WINDOWS VIF W/ OWNER.2. WINDOWS ARE TO BE MANUFACTURED BY: SIERRA PACIFICCOLOR AND HARDWARE AS SELECTED BY OWNER/ IDBASE DESIGN STANDARD: U = .4, SHGC = .25VERIFY: 78" SDL INTERIOR & EXTERIOR GRILLES (NO SPACE BAR)SCREEN TYPE PER MANUF3. COORD. SPECIFIC SILL AND TRIM CONDITIONS W/ ELEVATIONS.4. ALL FENESTRATION TO COMPLY WITH FBC ENERGY CONSERVATION CODESECTION R402.4.3. AIR LEAKAGE.5. ALL FIRST FLOOR WINDOWS WITH A CLEAR PATH TO A POOL AND SECONDFLOOR WINDOW WITH ACCESS TO A DECK THAT LEADS TO A POOL SHALLCOMPLY WITH EXIT ALARM PER FBC R4501.17.1.96. EGRESS WINDOW NOTES:6.1 EGRESS WINDOWS ARE TO COMPLY WITH FBC R310.-SILL HEIGHT NOT MORE THAN 44" AFF.6.2 PER FBC R310.1.1-FOR FLOORS ABOVE OR BELOW GRADE EGRESS WINDOWS MUSTCOMPLY WITH A MIN. NET CLEAR OPENING OF 5.7 SQ. FT-FOR FLOORS AT GRADE EGRESS WINDOW MUST COMPLY WITH A MIN.NET CLEAR OPENING OF 5 SQ. FT.6.3 WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORETHAN 72 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW,THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BEA MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM INWHICH THE WINDOW IS LOCATED PER FBC R 312.2.29721891024MIN. 1/4" / FT.61415FLOOR SYSTEM169321611412913108SEE ELEV. & SECT.53DOOR SILL DETAILSCALE: 3" = 1' - 0"1DOOR HEAD (JAMB SIMILAR)SCALE: 3" = 1' - 0"2WINDOW HEAD (JAMB SIMILAR)SCALE: 3" = 1' - 0"4WINDOW SILL DETAILSCALE: 3" = 1' - 0"41718361913321611412951310820VERIFY FINISH FLOOR DIMENSIONS INTERIOR WALLEXTERIOR WALL78" MIN.18" MIN.PANEL BOTTOM RAILTYP. SILLWEEP HOLE (DO NOTBLOCK WITH EXTERIORFINISH FLOOR MATERIAL)CONCRETE SLAB S.S.D.EXTERIOR FINISH FLOORMUD SETINTERIOR FINISH FLOORTRACK LENGTH VARIESTandemRollTandemRollTandemRoll7SGD SILL - FLUSHSCALE: 3" = 1' - 0"5SGD JAMB/HEADSCALE: 3" = 1' - 0"13 1 2 3 4 6 8 99 11 EXTERIORINTERIORVERIFY FINISH FLOOR DIMENSIONS INTERIOR WALLEXTERIOR WALL78" MIN.18" MIN.PANEL BOTTOM RAILTYP. SILLWEEP HOLE (DO NOTBLOCK WITH EXTERIORFINISH FLOOR MATERIAL)CONCRETE SLAB S.S.D.MUD SETINTERIOR FINISH FLOORTRACK LENGTH VARIESTandemRollTandemRollTandemRoll6SGD SILL - STEPSCALE: 3" = 1' - 0"EXTERIOR FINISH FLOORTYPARTYPARTYPARTYPARTYPAR TYPAR FRAME WALLMASONRY WALL11a322a443452a62141a2WDW NOTSHOWN FORCLARITY1WINDOW & DOOR INSTALLATIONSCALE: 1 1/2" = 1' - 0"WINDOW & DOOR INSTALLATION:- COORDINATE COMPATIBILITY OF ALL PRODUCTS WITH OTHERPRODUCTS USED WITHIN THE ASSEMBLY; INCLUDING, BUT NOT LIMITEDTO, ALL SEALANTS AND INTERIOR AND EXTERIOR FINISHES THAT COMEIN CONTACT WITH THESE PRODUCTS.- PROTECT ALL PRODUCTS AGAINST ATMOSPHERIC AND UV EXPOSUREPER MANUFACTURER'S WRITTEN INSTRUCTIONS.1. UNPROTECTED EXTERIOR WALL ASSEMBLY:- MASONRY CONSTRUCTION- FRAME ASSEMBLY - INSTALL TYPAR WEATHER RESISTANTBARRIER MEMBRANE PER MANUFACTURER'S WRITTENINSTRUCTIONS (CONTRACTOR TO SUBMIT ALTERNATIVE TOARCHITECT FOR REVIEW). AT SIDES AND BOTTOM OF OPENINGSHOLD TYPAR BACK 2" FROM EDGE OF OPENING TO ALLOWPROSOCO R-GUARD "FAST FLASH" TO BE APPLIED DIRECTLY TOTHE SHEATHING FOR THE FIRST 2".1a. PREPARE ROUGH OPENING - SEE PROSOCO R-GUARD SYSTEM FORMANUFACTURER'S WRITTEN INSTRUCTIONS.2. PT BUCK:MASONRY CONSTRUCTION- INSTALL 2x WITH RECESSED 14" Ø x312"TAPCONS AT 8" O.C. STAGGERED.2a. RECESS TAPCON AND/OR NAILS AND SEAL WITH PROSOCO R-GUARD "JOINT AND SEAM FILLER".3. AFTER INSTALLING PT BUCK - APPLY PROSOCO R-GUARD "JOINT ANDSEAM FILLER", PER MANUFACTURER'S WRITTEN INSTRUCTIONS.4. APPLY PROSOCO R-GUARD "FAST FLASH" PER MANUFACTURER'SWRITTEN INSTRUCTIONS.-ON FRAME ASSEMBLIES: APPLY PROSOCO R-GUARD "FASTFLASH" OVER TYPAR ON SIDES AND BOTTOM OF ASSEMBLY, ANDUNDER TYPAR DIRECTLY TO SHEATHING AT TOP OF ASSEMBLY.VERIFY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.-ON MASONRY ASSEMBLIES: REFER TO MANUFACTURERREPRESENTATIVE FOR RECOMMENDATIONS AT DIRECT APPLIEDSTUCCO APPLICATIONS ON EXTERIOR FACE OF WALL.5. INSTALL WINDOW ASSEMBLY PER WINDOW MANUFACTURER'SWRITTEN INSTRUCTIONS.NOTE: WHEN INSTALLING WINDOWS WITH FINS, ENCAPSULATETHE FIN WITH PROSOCO R-GUARD "JOINT AND SEAM FILLER".LEAVE OUTER COAT OPEN AT BOTTOM FIN FOR WEEPING.6. INSTALL BACKER ROD AND SEALANT AT INTERIOR SIDE OF THE UNITALONG THE BOTTOM OF THE UNIT AND UP 12" ON EACH SIDE. SEEMANUFACTURER'S WRITTEN INSTRUCTIONS.A6.12017-11-08SHEET NOSCALE 10/15/2019 AS INDICATED PROJECT NO DATE 1511 CHK BY NAG DRAWN BY Ph: 407-647-0938 Fax: 407-647-2499 email : Mark@nasrallah.com 3920 Edgewater Drive, Suite 101 Orlando, Fl. 32804 AA26001471 MARKDATE REMARK BY MN Designer hereby expressly reserves his copyright and other property rights in these plans. These plans and drawings are not to be reproduced, changed or copied in any form or manner whatsoever without first obtaining the express permission and consent of the architect., nor are they to be assigned to any party without first obtaining said written permission and consent. Written Dimensions on these drawings shall have precedence over scale dimensions: Contractors shall verify and be responsible for all dimensions and conditions on the job and this office must be notified of any variation from the dimensions and conditions shown by these drawings. Architectural Group Inc 2020-12-22 Building Department Permit Set not valid withoutoriginal or electronicsignature & sealMark P. NasrallahFla. Reg. AR 0008136Accuracy StatementThis item has been digitally signed and sealed by Mark P Nasrallah on the date containedwithin the digital signature above. Printed copies of this document are not consideredsigned and sealed and the signature must be verified on any electronic copiesSt. Lucie County, FL Gelcorp. Industries A Custom Residence For: "AVALON BY THE BEACH" - LOT 20 PARCEL ID SECTION/ ELEVATION TYPICAL NOTES:DRYWALL SPEC:-WALLS THAT ABUT NON-CONDITIONED SPACE: USE "DENSARMOR"-WALLS THAT ARE IN DIRECT CONTACT WITH WET AREAS: USE "DENSARMOR PLUS"ROOF NOTE:-SEE ROOF PLAN FOR GENERAL ROOF NOTES AND ROOF MATERIAL SELECTIONNOTESTYPICAL ARCHITECTURAL NOTES:-VERIFY ALL STRUCTURAL ELEMENTS WITH STRUCTURAL ENGINEER-COORDINATE ALL INTERIOR WALL, SOFFITS AND CEILING TREATMENTS WITHINTERIOR DESIGNER/ OWNER-ROOF AND BEARING HEIGHTS ARE SHOWN RELATIVE TO A REFERENCE ELEVATIONBASED ON TOP OF GRADE. U.N.O.-ALL HANDRAILS AND GUARD RAILS TO BE 36" AFF U.N.O. W/ VERTICALPICKETS/BALUSTRADES SPACED SO AS TO NOT ALLOW THE PASSAGEOF A 4" SPHERE. PROVIDE TOE RAILING AS REQ'D, MAX 2" A.F.F. COORD.FINAL MATERIAL, DESIGN, AND FINISH WITH ID/OWNER. HANDRAILS ANDGUARDS MUST COMPLY WITH THE REQUIREMENTS OF THE FBC R 2017.SECTION/ ELEVATION KEY NOTES:RF: ROOF/ EAVE ASSEMBLYRF-01DREXEL METALS - '5V PROFILE' PANEL ROOF SYSTEM. SEE MANUFACTURER'S INSTALLATION AND UNDERLAYMENT GUIDELINES. RF-02PRE-ENGINEERED WOOD ROOF TRUSSES @ 24" O.C. SEE FRAMINGPLAN AND SHOP DRAWINGS FROM TRUSS MFR. PROVIDE MIN R-20SPRAY FOAM INSULATION TO THE UNDERSIDE OF ROOF SHEATHINGAND AS NEEDED TO CREATE A SEALED ENVELOPE FOR CONDITIONEDSPACES. INSTALL PER MFR'S WRITTEN INSTRUCTIONS. TYP. ALL SPRAYFOAM TO RECEIVE FIRE RETARDANT COATING PER FBCRRF-03STRUCTURAL FASTENER: (S.S.D.)RF-04CONTINUOUS FLASHING. SEE ROOF PLAN AND NOTES. USE COPPER.ALT. FACTORY COATED ALUM. TO MATCH METAL ROOFRF-05CONTINUOUS METAL DRIP EDGE ON 1X2 FASCIA OVER 1X8 FASCIA ON2X4 SUB-FASCIA.RF-06STUCCO SOFFIT (SEE FC-07).RF-07STUCCO SOFFIT (SEE FC-07) WITH CONTINUOUS VENT.RF-08PROVIDE CROSS-FLOW VENTILATION BETWEEN ADJOINING ROOFSYSTEMS.OP:OPENINGSOP-01WINDOW OR DOOR UNIT. INSTALL PER MFR'S WRITTEN INSTRUCTIONS.RECESS MIN 2" FROM FACE OF WALL. SEE SHEETS A6.1 & A 6.2 FORBUCK ATTACHMENT DETAIL AND WATERPROOFING DETAILS. SEEFLOOR PLAN FOR UNIT LOCATIONS AND DIMENSIONS.OP-02SEE WINDOW/ DOOR DETAILS ON SHEET A6.2 FOR HEAD, JAMB AND SILLDETAILS. SEE ELEVATIONS FOR LOCATIONS.OP-03GARAGE DOOR - AS SELECTED BY OWNER. SEE GENERAL DOOR NOTESON SHEET A6.1.OP-04PROVIDE CONTINUOUS DRIP EDGE AT HEAD.WL: WALL ASSEMBLYWL-01EXTERIOR MASONRY ASSEMBLY:8" NOMINAL REINFORCED CMU WALL - S.S.D.WL-02EXTERIOR FRAME ASSEMBLY:EXTERIOR FINISH SYSTEM OVER EXTERIOR GRADE PLYWOODSHEATHING OR STRUCTURAL ZIP-BOARD ON WOOD FRAMING SYSTEM.PROVIDE MIN R-19 BATT INSUL. UNLESS NOTED OTHERWISE. (S.S.D.)*WHERE STRUCTURAL SPACING @ 16" O.C.(TYP. @ WALLS): USE MIN.1/2" EXTERIOR GRADE SHEATHING*WHERE STRUCTURAL SPACING @ 24" O.C.(TYP. @ ROOFS): USE MIN.5/8" EXTERIOR GRADE SHEATHINGWL-03EXTERIOR FINISH: CEMENT PLASTERNOTE: PROVIDE EXPANSION JOINTS, CONTROL JOINTS, & WEEPSCREEDS AT ALL REQUIRED LOCATIONS PER FBCR, AND ALL CURRENTINDUSTRY STANDARDS.MASONRY SUBSTRATE: MIN 1/2" CEMENT PLASTER ON CONCRETEMASONRY WALL AND CAST CONCRETE SURFACES. FINISH ASSELECTED BY OWNER. HOLD CEMENT PLASTER 2" ABV. GRADE. TYP.WOOD FRAME SUBSTRATE: MIN 7/8" STUCCO ON GALV. MTL. LATH ONTYPAR STUCCO WRAP ON EXTERIOR FRAME ASSEMBLY. SEE WL-02.WL-04EXTERIOR FINISH: SIDINGARCHITECTURAL GRADE LINE FIBER CEMENT SIDING.INSTALLED PERMANUFACTURER WRITTEN INSTRUCTIONS.WL-05INTERIOR FINISH: DRYWALL. SEE SECTION/ ELEVATION TYPICAL NOTES.MASONRY SUBSTRATE: 1/2" DRYWALL INTERIOR WALL FINISH ON P.T.FURRING STRIPS W/ PERMEABLE RADIANT BARRIER WITH MIN. R4.1INSULATION VALUE. HOLD DRYWALL 1/2" OFF FLOOR DECKING/SLAB.TYP. COORD. FURRING THICKNESS WITH FLOOR PLANS. WHEREADDITIONAL THICKNESS IS SHOWN USE 2X STUDS W/ MIN 1/2" AIR GAPTO SEPARATE STUDS FROM CONCRETE SUBSTRATE, USE P.T.MEMBERS WHERE IN DIRECT CONTACT WITH CONCRETE SUBSTRATE.WOOD FRAME SUBSTRATE: 1/2" DRYWALL INTERIOR FINISH. HOLDDRYWALL 1/2" OFF FLOOR DECKING/SLAB.WL-06CONT. BOND BEAM. (S.S.D.)WL-07C.I.P BEAM - (S.S.D.)WL-08HEADER/ BEAM (S.S.D.)WL-09PROVIDE JOINT AT DISSIMILAR MATERIALS PER FBCR.WL-10POURED CONC. BEAM (S.S.D.)WL-11CONTROL JOINTFC:FLOOR/ CEILING ASSEMBLYFC-01FLOOR SYSTEM: MIN. 4" THICK REINFORCED CONCRETE SLAB ONCONTINUOUS 6 MIL VAPOR BARRIER ON CLEAN AND WELL COMPACTEDTERMITE TREATED FILL. SSD. FLOOR FINISH - AS SELECTED BY OWNER.FC-02FOUNDATION AND FOOTING. MIN 16" BELOW GRADE. SSD.FC-03FLOOR SYSTEM: (1) LAYER 3/4" T&G PLYWOOD STURD-I-FLOOR DECKINGGLUED AND SCREWED ON PRE-ENGINEERED FLOOR TRUSS SYSTEM ORSPECIFIED FLOOR MEMBERS. (S.S.D.) PROVIDE CONTINUOUS ENDBLOCKING. PROVIDE INSULATION FOR SOUND REDUCTIONTHROUGHOUT AT OWNERS OPTION. INSULATION IS REQUIREDADJACENT TO NON CONDITIONED SPACES SUCH AS THE GARAGE.FLOOR FINISH - AS SELECTED BY OWNER. FC-04PT LEDGER (BRG. or NON-BRG.) (S.S.D.)FC-05BEAM/GIRDER. (S.S.D.)FC-06CEILING FINISH: 1/2" C.D. GYP. BOARD.FC-07CEILING FINISH: MIN 7/8" STUCCO ON GALV. MTL. LATH ON TYPARSTUCCO WRAP ON EXTERIOR FRAME ASSEMBLY (SEE WL-02).FC-08COORD. PASSAGE OF HVAC DUCT THROUGH TRUSS SYSTEM.FC-09POURED IN PLACE CONCRETE BALCONY. S.S.D. SLOPE TO DRAIN.FC-10FLOOR DRAIN SEE DET. B/A4.1FC-11IPE (OPEN) WOOD DECKING. INSTALL AS PER MANUFACTURERSWRITTEN INSTRUCTIONS. COLOR AS PER OWNER.FC-12STRUCTURAL FASTENER: (S.S.D.)FC-13P.T. 2x's (S.S.D.)EF:EXTERIOR FEATURESEF-01NOT USED.EF-02STUCCO ACCENT - SILL, BANDING OR TRIMEF-0336" HIGH RAILING SYSTEM- FOR ILLUSTRATION ONLY. FINAL DESIGN &MATERIAL TO BE SELECTED BY OWNER. SEE ELEVATION/ SECTIONTYPICAL NOTES THIS SHEET.EF-04DECORATIVE BRACKET. FINAL DESIGN & MATERIAL TO BE SELECTED BYOWNER.EF-05LIGHT FIXTURE - AS SELECTED BY OWNEREF-06DECORATIVE LOUVERED PANELEF-07DECORATIVE WOOD SIDING. COLOR AS SELECTED BY OWNER.IN:INTERIOR FEATURESIN-011x6 T&G WOOD MOUNTED TO THE UNDERSIDE OF THE TRUSS. COLORAS PER ID/OWNERGRADE LEVEL0'-0" REF. ELEV.ROOF BEARINGSEE ELEVATION1ST LEVEL CEILINGSEE ELEVATIONHEADER HGT.SEE ELEVATION2ND LEVEL FFESEE ELEVATION2A7.1TYP. WALL SECTIONSCALE: 3/4" = 1' - 0"2 STORYRF-01RF-03RF-02RF-05FC-07EF-02WL-16WL-08OP-01OP-02OP-02WL-01WL-03FC-02612HEADER HGT.SEE ELEVATIONWL-08FC-06WL-05RF-06OP-01EF-02OP-02OP-02FC-04WL-04EF-07WL-05FC-01EF-02WL-05FC-03GRADE LEVEL0'-0" REF. ELEV.ROOF BEARINGSEE ELEVATION1ST LEVEL CEILINGSEE ELEVATIONHEADER HGT.SEE ELEVATION2ND LEVEL FFESEE ELEVATIONOP-01OP-02WL-08FC-06WL-05612RF-05RF-06EF-02EF-07EF-02RF-01.1RF-03RF-02OP-02WL-02WL-04WL-05FC-03WL-15RF-01RF-03RF-02RF-05RF-07EF-02OP-033A7.1TYP. WALL SECTIONSCALE: 3/4" = 1' - 0"GARAGE SECTIONFC-01SLOPE MIN. 18" per ft.GRADE LEVEL0'-0" REF. ELEV.ROOF BEARINGSEE ELEVATIONRF-01RF-03RF-02RF-05OP-01OP-02OP-02WL-01WL-03FC-02612HEADER HGT.SEE ELEVATIONFC-06RF-06WL-05FC-011A7.1TYP. WALL SECTIONSCALE: 3/4" = 1' - 0"1 STORYWL-08A7.12017-11-08SHEET NOSCALE 10/15/2019 AS INDICATED PROJECT NO DATE 1511 CHK BY NAG DRAWN BY Ph: 407-647-0938 Fax: 407-647-2499 email : Mark@nasrallah.com 3920 Edgewater Drive, Suite 101 Orlando, Fl. 32804 AA26001471 MARKDATE REMARK BY MN Designer hereby expressly reserves his copyright and other property rights in these plans. These plans and drawings are not to be reproduced, changed or copied in any form or manner whatsoever without first obtaining the express permission and consent of the architect., nor are they to be assigned to any party without first obtaining said written permission and consent. Written Dimensions on these drawings shall have precedence over scale dimensions: Contractors shall verify and be responsible for all dimensions and conditions on the job and this office must be notified of any variation from the dimensions and conditions shown by these drawings. Architectural Group Inc 2020-12-22 Building Department Permit Set not valid withoutoriginal or electronicsignature & sealMark P. NasrallahFla. Reg. AR 0008136Accuracy StatementThis item has been digitally signed and sealed by Mark P Nasrallah on the date containedwithin the digital signature above. Printed copies of this document are not consideredsigned and sealed and the signature must be verified on any electronic copiesSt. Lucie County, FL Gelcorp. Industries A Custom Residence For: "AVALON BY THE BEACH" - LOT 20 PARCEL ID BAINDOOROUTDOOR4631POWER RISER DIAGRAM( F.P.C. - 400A, 120/240, 1 O )N.T.S.NOTE:GERERAL CONTRACTOR / ELECTRICAL CONTRACTOR TO CONTACT ARCHITECT PRIOR TO INSTALLATION OF SERVICE IFSERVICE SIZE IS TO BE INCREASED / DECREASED, ANY REVISIONS TO POWER RISER DIAGRAM25577POWER RISERDIAGRAMKEYNOTES:1400 AMP, 120 / 240 V, 1ØUNDERGROUND ELECTRICALSERVICE BY F.P.C2GROUND PEDESTAL BY F.P.C.33 # 500 MCM, THWN, CU-3 1/2"CONDUIT.4400 AMP METER BASE W/ 2-200 AMP MAIN BREAKERS65#4 BARE COPPER WIRE TOFOOTER STEEL4/0 SERAL WIRE7200 AMP, MLO, 120 / 240V, 10,N-1, 42 SPACES PANEL BOARD.GENERAL NOTES:1. GENERAL CONTRACTOR / ELECTRICAL CONTRACTOR TO CONTACT ARCHITECT PRIOR TO INSTALLATION OF SERVICE IFSERVICE SIZE IS TO BE INCREASED / DECREASED, ANY REVISIONS TO POWER RISER DIAGRAM.2. PROVIDE ALL SERVICE EQUIPMENT AND CIRCUIT BREAKER PANELS WITH AIC RATING, OR SERIES RATING NOT LESS THANTHE SHORT CIRCUIT AMPS AVAILABLE FROM THE POWER COMPANY TRANSFORMER. VERIFY WITH THE POWER COMPANYPRIOR TO ORDERING MATERIALS.3. PROVIDE A TRANSIENT VOLTAGE SURGE PROTECTOR AT EACH/EVERY PANEL. CONNECT VIA 30-AMP CB WITH SHORTSTRAIGHT LEADS. PROVIDE U.L. LISTED PROTETORS WITH NOT LESS THAN 80K AMPS PER PHASE RATINGS. WHEN A MAIN F/SIS ALSO SHOWN, PROVIDE U.L. LISTED LIGHTNING ARRESTOR ON THE LOAD SIDE.ELECTRICAL NOTES:ALL MATERIALS AND METHODS TO BE IN COMPLIANCE WITH THE 6TH EDITION (2017) FLORIDA BUILDING CODE:ELECTRICAL, 6TH EDITION (2017) FLORIDA BUILDING CODE: RESIDENTIAL & 6TH EDITION (2017) FLORIDABUILDING CODE ENERGY CONSERVATION.SITE AND GENERAL REQUIREMENTS (S)1.ALL OUTLETS AND LIGHTS ARE DESIGNED AS PART OF A BASIC ELECTRICAL PACKAGE AS REQUIRE BYTHE FLORIDA BUILDING CODE. COORD. LIGHTING PACKAGE WITH ID/ OWNER, FOR ADDITIONAL FIXTURESOR REVISED LOCATIONS. ANY CHANGE TO THIS PACKAGE HAS TO BE NOTIFIED TO THE ARCHITECT PRIORTO INSTALLATION.2.CONTRACTOR SHALL VERIFY WITH POWER COMPANY THE LOCATION AND LIMITATIONS OF SERVICE. THECONTRACTOR SHALL VERIFY POWER METER LOCATION REQUIREMENTS FROM THE SERVICE COMPANY.3.CONTRACTOR SHALL USE A LICENSED ELECTRICAL CONTRACTOR FOR THE MINOR ADDITION,RELOCATION AND REMOVAL FOR ALL ASSOCIATED EQUIPMENT.4.GAS SERVICE:SEE SITE PLAN FOR LOCATION OF UNDERGROUND LP GAS TANKORPROVIDE NATURAL GAS METER AND SERVICE AS REQUIRED FOR ALL NOTED APPLIANCES. COORDINATELOCATION OF GAS METER W/ GAS COMPANY.8.ELECTRICAL SERVICE. PROVIDE UNDERGROUND SERVICE TO METER. PROVIDE REQUIRED CHASES TOMECH/ELEC. ROOM TO HOUSE ALL MAIN C/O PANELS. SUB-PANELS LOCATED THROUGHOUT HOME - SEEELECTRICAL PLAN9.POOL EQUIPMENT VERIFY W/ POOL CONTRACTOR POWER REQUIREMENTS FOR ALL POOL / WATERFALL /SPA EQUIPMENT PRIOR TO CONSTRUCTION10.IRRIGATION CONTROLS: PROVIDE POWER & CONTROLS FOR PUMP OR RECYCLED WATER SUPPLYCONTROL VALVE. VERIFY W/ OWNER/LANDSCAPE ARCHITECT11.FIXTURE AND EQUIPMENT VERIFICATION:A. VERIFY FINAL EQUIPMENT SCHEDULE AND LOCATION WITH OWNER, INTERIOR DESIGNER REFLECTEDCEILING PLAN, & FURNITURE PLACEMENT LAYOUT.B.ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL RATED AND APPROVED FOR THEFIXTURE USE AND LOCATION TYPE: INCLUDING BUT NOT LIMITED TO ICF FIXTURES, WET AND DAMPLOCATIONS, ETC.C.ALL SW'S & RECEPTACLES TO BE 'DECOR ' GROUP - ROCKER PLATES, VERIFY COLOR W/OWNER/INTERIOR DESIGNER. PROVIDE 20A RECEPTACLES W/ 'T' SLOT WHERE NOTEDD.AT LOCATIONS WITH 3 OR MORE SWITCHES COORD. PASS & SEYMOUR "DECORATOR COMBINATIONSWITCHES" W/ OWNER.E.OUTDOOR LIGHTING - COORD. ADDITIONAL LIGHTS TO BE LOCATED PER THE LANDSCAPE PACKAGEw/ ELECTRICAL CONTRACTOR. VERIFY OUTDOOR LIGHTING WITH OWNER/ LANDSCAPE ARCHITECT.F.COORD. EXTERIOR WP ELECTRICAL OUTLET LOCATIONS FOR CHRISTMAS LIGHTS, AND CENTRALLIGHT SWITCH FOR CHRISTMAS LIGHTS WITH OWNER.G. COORD. FINAL LOCATION AND ADDITIONAL TV, TELEPHONE, DATA AND ELEC. OUTLETS, WITHOWNER TYP.H.COORD. LOCATION OF FLOOR OUTLETS WITH ID/OWNER IN FIELD.I.ALL BASE FLOOR OUTLETS TO BE MOUNTED HORIZONTALLY IN BASE BOARD WHERE APPLICABLE.VERIFY W/ INTERIOR DESIGNER IN FIELD.J.COORD. WITH INTERIOR DESIGNER AND OWNER FINAL REMOTE POWER LIGHTING DESIGN.K.VERIFY LOCATION OF CHIME IN FIELD W/ OWNER PRIOR TO INSTALLATIONL.COORD. OCCUPANCY SENSOR LOCATIONS WITH ID/OWNER.M.COORD. LOCATION OF SWITCHES IN LIEU OF AUTOMATED LIGHTING CONTROL SYSTEM WITHID/OWNER.N.COORD. MOTORIZED SHADES/CURTAIN LOCATIONS & ELEC. REQUIREMENT W/ OWNER / INTERIORDESIGNER VIFO.COORD. ADDITIONAL UNDER COUNTER APPLIANCES, NOT SHOWN, WITH OWNER, INTERIOR DESIGNERAND CABINETRY PACKAGE . PROVIDED ELEC. OUTLETS AS REQUIRED PER MANUF. SPECS.P.COORD. ADDITIONAL ELECTRICAL OUTLETS FOR OFFICE EQUIPMENT WITH OWNER/INTERIORDESIGNER AND CABINETRY CONSULTANT.Q.COORD. ELEC. WALL AND FLOOR OUTLET LOCATIONS W/ CABINETRY PACKAGE & OWNER / INTERIORDESIGNER.R.COORD. LOCATION & TYPE OF FIXTURE ABOVE KITCHEN ISLAND WITH ISLAND DESIGN.S.COORD. LOW VOLTAGE LIGHTING REQUIREMENTS AT ALL CLOSETS WITH OWNER, INTERIORDESIGNER PACKAGE AND CLOSET CONSULTANT.T.COORD. UNDER COUNTER LIGHTING REQUIREMENTS WITH OWNER/CABINETRY CONSULTANT.U.COORD. DIMMERS AND TIMERS WITH OWNER/ ID.15.ALL INTERIOR DESIGN SPECIFICATIONS MUST BE NOTIFIED TO ARCHITECT OF RECORD OR PROJECTMANAGER PRIOR TO CONSTRUCTION16.ALL FIXTURES SHALL BE UL APPROVED.17.SEE THEATER DESIGNER SPECIFICATIONS FOR ALL THEATER EQUIPMENT AND PLACEMENT IFAPPLICABLE.18.SEE ALLOWANCE SCHEDULE FOR ALL OWNER PROVIDED FIXTURES. ELECTRICAL SUBCONTRACTOR TOINCLUDE ALL RECESSED CANS AND UTILITY FIXTURES IN BASE BID.19.PROVIDE INSTERSYSTEM BONDING TERMINATION PER FBCR E3609.3.POWER PROVISIONS (PP)1.ELECTRICAL PROTECTION:A.GROUND FAULT PROTECTION SHOULD BE APPLIED TO ALL EXISTING & NEW AREAS PER NEC.B.PROVIDE GROUND FAULT INTERRUPT BREAKERS FOR ALL BATHROOM, GARAGE AND EXTERIOROUTLETS AND AS SHOWN.C.ALL RECEPTACLES MUST HAVE ARC FAULT CURRENT INTERRUPTERS PER NEC.2.ALL RECEPTACLE OUTLETS TO BE INSTALLED PER FBCR E3901.3.SURGE PROTECTION: PROVIDE CUTLER-HAMMER VISOR SERIES SURGE PROTECTION DEVICE AT ALLPANELS.4.LIGHTNING PROTECTION: PROVIDE AN ALT. BID FOR THE FOLLOWING:UL LISTED, MASTER LABEL LIGHTNING PROTECTION SYSTEM - (CLASS 1 - COPPER).HIGH VOLTAGE SURGE ARRESTOR AT METER - (CLASS 3 UNIT).2ND STAGE HIGH VOLTAGE SURGE ARRESTORS AT SUB-PANELS IN BASEMENT, GARAGE, MECH/ELEC.ROOMS - (CATEGORY 'B'.)5.ALL WIRE SHALL BE THW COPPER, UNLESS NOTED OTHERWISE.6.WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE COPPER OF EQUALAMPACITY.7.ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE.8.COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION.9.NOT USED10.VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER'S SPECIFICATIONS.11.PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS.12.PROVIDE NON-FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIPMENT, AND AT PUMPS NOTVISIBLE FROM CIRCUIT.13.BREAKER AND PANEL AS PER MANUFACTURER'S RECOMMENDATIONS.14.VERIFY HOOD ELEC. REQ. WITH MANUF. SPECS. BID ONE 110V GFI OUTLET INSIDE CABINETRY ABOVEGRILL FOR HOOD. COORD. GRILL/RANGE HOOD WITH CABINETRY PACKAGE.15.PROVIDE 2" PVC ELEC. CHASE TO PROVIDE POWER TO KITCHEN ISLAND.16.COORD. ELECTRICAL REQUIREMENTS FOR WATER HEATER WITH PLUMBER , INSTALL PER MANUF. SPECS.17.ELECTRICAL GENERATOR: PROVIDE AN ALTERNATE BID FOR A 60 KW SINGLE PHASE LP GAS POWEREDGENERATOR AND ATS TO PROVIDE POWER FOR GENERAL LIGHTING, POWER, AND ALL REFRIGERATIONAPPLIANCES AS REQUESTED BY OWNER.LIGHTING PROVISIONS (LP)1.ALL FLUORESCENT FIXTURES TO UTILIZE LOW-NOISE, ENERGY SAVING BALLAST AND BULBS.2.PROVIDE A LIGHTING CONTROL SYSTEM AS MANUF. BY LUTRON OR CRESTRON AS INDICATED WITHINTHESE DOCUMENTS.3.PROVIDE A SURFACE MOUNTED LIGHT FIXTURE WITH A PULL CORD SWITCH AT ATTIC AREAS WHERE AHUIS MOUNTED IN ATTIC. SEE HVAC GENERAL NOTES.4.INTERIOR & EXTERIOR STAIR / STEPS LIGHTING SHALL COMPLY WITH FBC R303.7.SECURITY AND COMMUNICATIONS (SC)1.SECURITY SYSTEM VERIFY W/ OWNER/SECURITY CONTRACTOR LOCATION OF SECURITY PANEL ANDPOWER/TELECOMMUNICATION REQUIREMENTS.2.PRE-WIRE ALL OPENINGS FOR OWNER'S INSTALLED SECURITY SYSTEM3.PROVIDE POWER TO SECURITY SYSTEM, VERIFY LOCATION WITH OWNER/CONTRACTOR IN FIELD4.PROVIDE PRE-WIRED TELEPHONE OUTLETS AS SHOWN ON PLANS. VERIFY LOCATIONS IN FIELD W/ OWNER5.PROVIDE PRE-WIRED TELEVISION OUTLETS (CABLE TV) AS SHOWN ON PLANS. VERIFY LOCATIONS IN FIELDW/ OWNER.6.TELECOM OPTION: PROVIDE STRUCTURED CABLE FOR THE FOLLOWING:A. MIN. (2) - 24 AWG 4 PR CAT 6 CABLE HOME RUN TO CENTRAL LOCATION FOR ALL VOICE & DATAAPPLICATIONSB. MIN. (2) - 18 AWG QUAD SHIELDED RG 6U COAX CABLE FOR ALL VIDEO DISTRIBUTION7.PROVIDE HEAD END PANEL FOR STRUCTURED TAI 570 COMPLIANT DATA NETWORK W/ 15 AMP DEDICATEDCIRCUIT.LIFE SAFETY (LS)1.SMOKE ALARMS SHALL BE PROVIDED IN ACCORDANCE WITH FBC R314.2.WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED, THE DEVICES SHALL BE WIRED IN SUCH A MANNERTHAT THE ACTUATION OF ONE UNIT WILL ACTIVATE ALL UNITS PER FBC R314.5.3.ALL EXISTING & NEW BEDROOMS SHALL HAVE NEW SMOKE DETECTORS INSTALLED IN AREAS LOCATEDON PLAN(S). EACH FLOOR SHALL FAVE A MIN. OF (1) SMOKE ALARM. FBC R314.34.SMOKE ALARMS SHALL RECEIVE THE PRIMARY POWER FROM DIRECT WIRE INTO THE BUILDING AND ALSOBE PROVIDED WITH A BATTERY BACKUP SYSTEM. WIRING SHALL BE PERMANENT AND WITHOUT ADISCONNECT SWITCH OTHER THAN THOSE FOR OVERCURRENT PROTECTION. FBC R314.45.CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN ACCORDANCE WITH FBC R315.6.PROVIDE A CARBON MONOXIDE ALARM WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES.FBC R315.1.EXHAUST FANS (EF)1.ALL EXHAUST FANS SHALL BE PROVIDED WITH A TIMER / SWITCH.PLUMBING NOTES:ALL MATERIALS AND METHODS TO BE IN COMPLIANCE WITH THE 6TH EDITION (2017) FLORIDA BUILDING CODE: PLUMBING, 6TH EDITION(2017) FLORIDA BUILDING CODE: RESIDENTIAL & 6TH EDITION (2017) FLORIDA BUILDING CODE: ENERGY CONSERVATION [RE].1. SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40) AS SELECTED BY BUILDER.2. WATER SUPPLY LINES SHALL BE COPPER, TYPE "L" , OR ' CPVC ' AS APPROVED BY FLORIDA BUILDING CODES3. HOT WATER LINES MUST BE INSULATED,FULL LENGTH, THROUGH AND BELOW CONCRETE SLABS TO MIN R-2 WITH ARMAFLEXINSULATION.4. PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES.5. COPPER WATER LINES WHICH RUN UNDER SLABS SHALL BE PROTECTED BY MIN. 12" EARTH COVER, AND SLEEVED 12" BELOW ANDABOVE THE SLAB.6. PROVIDE EMERGENCY PAN UNDERNEATH ELECTRIC/ GAS TANK WATER HEATERS. METAL OR PVC PANS SHALL BE GALVANIZED ANDRUST PROOFED. PROVIDE DRAIN LINE FROM PAN TO EXTERIOR OF BUILDING, TO MEET THE REQUIREMENTS OF FBCR M1411.3, M1411.4AND ALL SUB-SECTIONS.7.FIXTURE WATER FLOW RATES TO COMPLY WITH FBC: PLUMBING TABLE 604.4.8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDING CODE. ALL -WATER CLOSETS SHALL BE WATER SAVING 1.6 GALLONFLUSH TYPE9. WATER HEATER.A. ELECTRIC TO MEET MINIMUM EFFICIENCIES LISTED IN TABLE C404.2 FBC: ENERGY CONSERVATION [CE].B. GAS TO MEET THE CRITERIA IN THE FBC.10. ALL CLEANOUTS FLUSH WITH GRADE. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FLORIDA BUILDING CODE PLUMBING.11. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, RIDGES, OR WITHIN 18" OF FASCIA OR PARAPETS.12. PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION.13. GANG ALL STACKS TO FACILITATE THE MIN. NUMBER OF ROOF PENETRATIONS AS POSSIBLE14. HOSE BIBS TO BE PROVIDED WITH BACKFLOW PREVENTER.15. THE PLUMBING CONTRACTOR SHALL PROVIDE A HOSE BIB AT THE POOL EQUIPMENT LOCATION AND SHALL LOCATE A POOL-FILL LINEWITH A VACUUM BREAKER. HOSE BIB TO BE LOCATED BEFORE WATER TREATMENT SYSTEM IF APPLICABLE.18. PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS.19. COORD. FINAL PLUMBING FIXTURE SELECTION WITH INTERIOR DESIGNER/ OWNER 20. COORD. POT FILLER LOCATION WITH INTERIOR DESIGNER/ CABINETRY PACKAGE/OWNER 21. COORD. WATER SOFTENER W/ OWNER.POOL NOTES:ALL MATERIALS AND METHODS TO BE IN COMPLIANCE WITH THE 6TH EDITION (2017) FLORIDA BUILDING CODE: PLUMBING, 6TH EDITION(2017) FLORIDA BUILDING CODE: RESIDENTIAL & 6TH EDITION (2017) FLORIDA BUILDING CODE: ENERGY CONSERVATION [RE].1.PROVIDE A LINE TIED DIRECTLY FROM THE "FILL" LOCATION, UNDER POOL DECK (SLEEVED IN PVC PIPE) INTO TILE BAND AREA OF THEPOOL. COORDINATE ALL WORK WITH POOL CONTRACTOR TO VERIFY LOCATIONS.2. ALL POOL PLUMBING MATERIAL AND MECHANICAL REQUIREMENT MUST COMPLY WITH FBCR 45013. ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED SEPARATELY.SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS. PLUMBING CONTRACTOR SHALL PROVIDE TWO (2) COPIES OF "AS-BUILT"RISER DIAGRAMS AND PLAN LOCATIONS TO OWNERHVAC GENERAL NOTES:ALL MATERIALS AND METHODS TO BE IN COMPLIANCE WITH THE 6TH EDITION (2017) FLORIDA BUILDING CODE: MECHANICAL, 6TH EDITION (2017) FLORIDABUILDING CODE: RESIDENTIAL & 6TH EDITION (2017) FLORIDA BUILDING CODE ENERGY CONSERVATION.1.BUILDER SHALL PROVIDE A HIGH EFFICIENCY CENTRAL HEAT PUMP AIR CONDITIONING SYSTEM WITH SUPPLEMENTAL ELECTRICAL HEAT TO MEETTHE FOLLOWING REQUIREMENTS:A. SINGLE/MULTI-ZONE AS SHOWN ON PLANS WITH SEPARATE CONDENSER AND AIR HANDLING FOR EACH ZONE.B. MINIMUM SEER OF 14.0, MINIMUM COP OF 3.3 @ 47°db.C. CALCULATE LOADS BASED ON: 72 DEGREES HEATING / 75 DEGREES COOLING. FBC 6TH EDITION (2017) ENERGY CONSERVATION R302D. WHERE A DAMPER SYSTEM IS EMPLOYED WITH MORE THAN ONE (1) THERMOSTAT ALLOWING FOR INDIVIDUAL CLIMATE CONTROL OFSEPARATE SPACES WITHIN THE SAME ZONE OF CONDITIONING, A VARIABLE SPEED UNIT IS REQUIRED. SINGLE AND/OR 2 SPEED SYSTEMSSHALL NOT BE USED.E. HVAC CALCULATIONS, MAX 15% SAFETY FACTOR. PROVIDE BALANCE MEANS WITHIN ACCESSIBLE LOCATIONS OR MANUAL DAMPERS. NOTICE TO CONTRACTOR/HOMEOWNERSTHE FOLLOWING IS REQUIRED WHEN DESIGNING A PROJECT AS ANUNVENTED ATTIC STRUCTURES FBC R806.5 (SPRAY FOAM THERMAL ENVELOPE)1. ALL AHU'S (AIR HANDLERS) ARE TO BE LOCATED WITHIN THE THERMAL ENVELOP (CONDITIONED AREA) OFTHE STRUCTURE. IF THE AHU IS LOCATED WITHIN THE ATTIC PORTION OF THE THERMAL ENVELOP, IT SHALLBE WITHIN A ROOM SEPARATED FROM THE SPF BY DRYWALL OR A THERMAL BARRIER TO ALLOW FORSUPPLY & RETURN AIR TO CONDITION THIS ROOM2. MONITORING AND CONTROL OF HUMIDITY IN ATTIC SPACES:a.IT IS REQUIRED THAT AN ERV SYSTEM BE APART OF EACH SYSTEM (ZONE), INSTALLED PER MANUF.WRITTEN INSTRUCTIONSb.IT IS RECOMMENDED TO THAT A DEHUMIDIFIER (DR 90), 1 PER EVERY 4000 S.F. OF AREA, BE ADDED FORADDITIONAL HUMIDITY CONTROL TO COVER ALL AREAS WITHIN THE THERMAL ENVELOPE2.RETROFITTING AN EXISTING VENTED STRUCTURE TO AN UNVENTED SPRAY FOAM STRUCTURE IN NOTRECOMMENDED UNLESS THE ENTIRE STRUCTURE IS EXPOSED AND ALL VENDORS & SUBCONTRACTORSSEAL ALL PENETRATIONS TO THE EXTERIOR AS REQUIRED BY ALL JURISDICTIONAL AGENCIES. *UTILIZATION OF THESE SYSTEMS DOES NOT GUARANTEE THE PREVENTION OF THE GROWTH OF MOLD DUE TO CONSTRUCTION RELATEDDEFICIENCIES IN THE BUILDING ENVELOP THAT RESULTS IN MOISTURE AND VAPOR INTRUSION INTO THE STRUCTURE.** NOTE TO END USERS: FOR A CLOSED SPRAY FOAM STRUCTURE (RESIDENCE), ALL MECHANICAL DESIGNS ADHERE TO THE DESIGNSPECIFICATION AND GUIDELINES SET FORTH BY ASHRAE AND ASSUME MINIMAL INTRODUCTION OF OUTSIDE AIR AND THE DESIGN HEATING AND THESYSTEM(S) ARE DESIGNED TO MEET COOLING TEMP'S OF 72 d HEATING/ 75 d COOLING AT 55% HUMIDITY (+/-). OPERATING THESE SYSTEMS OUTSIDE OFTHESE DESIGN PARAMETERS COUPLED WITH THE INTRODUCTION OF UNCONDITIONED OUTSIDE UNCONDITIONED AIR ABOVE AND BEYOND THESEDESIGN GUIDELINES ( i.e. leaving door & window units open for extended lengths of time) MAY LEAD TO THE FORMATION OF CONDENSATION & MOLD GROWTHWITHOUT THE UTILIZATION OF MECHANICAL SYSTEMS THAT CONTROL BOTH TEMPERATURE AND HUMIDITY AND/OR MAINTAINING A CLOSEDENVIRONMENT WHICH MEET THE DESIGN STANDARDS WHICH THESE SYSTEMS FOLLOW **3. ELECTRIC STRIP HEATERS SHALL BE MOUNTED IN AIR HANDLER UNITS AND SHALL BE UL APPROVED WITH HIGH LIMIT CUT-OFF.4. WHERE SYSTEMS ARE POWERED BY NATURAL GAS (GAS HEAT), PROVIDE FRESH AIR SUPPLY & EXHAUST AS REQUIRED.5. HVAC CONTRACTOR SHALL PROVIDE COMPLETED AIR CONDITIONING LOAD CALCULATIONS & FLORIDA MODEL ENERGY CODE FORMS SIGNED ANDSEALED BY A FLORIDA REGISTERED ENGINEER OR LICENSED MECHANICAL CONTRACTOR TO BUILDER PRIOR TO FABRICATION AND INSTALLATION.CALCULATE LOADS BASED IN ITEM 1.C. ABOVE.6. PROVIDE SUPPLY DUCTS TO ALL MAJOR LIVING AREAS INCLUDING WALK IN CLOSETS & PANTRY'S. PROVIDE DUCTED RETURNS FROM ROOMS THATARE SEPARATED FROM OTHER ROOMS BY A DOOR, AS ALLOWED BY CODE. USE AIR TRANSFER GRILLS WHERE PHYSICAL LIMITATIONS PREVENT ADUCTED RETURN.7. COORD. FINAL LOCATION AND STYLE OF DIFFUSERS AND THERMOSTAT WITH ID/ OWNER.8. HVAC CONTRACTOR SHALL VERIFY ALL AHU/COMPRESSOR LOCATIONS W/ MANUF. RECOMMENDATIONS & LOCAL BUILDING CODES WITH REGARDTO SPACE REQUIREMENTS & ACCESS REQUIREMENTS FOR SERVICE AND OPERATION. NOTIFY BUILDER/ ARCHITECT WITH ANY REVISION TOFACILITATE COORDINATION WITH STRUCTURAL REQUIREMENTS & LAYOUT.9. DUCT WORK TO BE 1 12" R-6 FOIL FACED ANTI-MICROBIAL FIBERGLASS DUCT BOARD. SEAL CONNECTION AT TOP HAT WITH FIBERGLASS / MASTIC ORUL LISTED DUCT TAPE.10.ALL DUCT JOINTS TO BE SEALED WITH FIBERGLASS MESH AND DUCT MASTIC. DUCT TAPE IS NOT PERMITTED.11. DUCTS IN GARAGES PENETRATING WALLS OR CEILINGS SEPARATING THE DWELLING SHALL BE MIN. NO. 26 GA. SHEET STEEL OR CLASS 1 DUCTBOARD PER FBC R302.5.212. CAVITIES IN FRAMED SPACES, SHALL NOT BE USED TO DELIVER AIR TO OR FROM THE CONDITIONING SYSTEM.13. INSULATE REFRIGERATION IN SUCTION LINE TO A MIN. OF R-3 WITH ARMAFLEX RUBBER INSULATION.14. PRIMARY CONDENSATE DRAIN LINES MUST BE INSULATED ON ALL RUNS. CONDENSATE LINES SHALL BE MIN. 3/4" DIAMETER PVC (SCHEDULE 40),INSULATED WITH AMAFLEX INSULATION.15. HORIZONTAL UNITS: PROVIDE CONDENSATE DISPOSAL AT ALL COILS ON WHICH CONDENSATION WILL OCCUR, INCLUDING ALL AIR-HANDLING UNITS,PROVIDE DRAINS, AND 2" DEEP GALVANIZED METAL DRAIN PANS WITH A WATER LEVEL DETECTION DEVICE THAT WILL SHUT OFF THE EQUIPMENTPRIOR TO OVERFLOW OF THE DRAIN PAN IN ACCORDANCE WITH FBCR M1411.3, FBCR M1411.4 AND ALL SUB-SECTIONS.. WHEN THE WATER LEVEL INTHE CONDENSATE LINE FAILS TO PERFORM.16.VERTICAL UNITS: PROVIDE A FLOAT SWITCH IN "P" TRAP TO SHUT THE UNIT DOWN17. ALL AIR-HANDLING UNITS SHALL HAVE A MINIMUM OF 4" CLEARANCE ALL AROUND THE AIR HANDLER AND 36" CLEARANCE AT THE SERVICE SIDE.FBCR M1305.1.1.18. SET CONDENSING UNITS ON A 4" CONCRETE SLAB WITH MINIMUM 18" CLEARANCE ON ALL SIDES AND MIN 36" CLEARANCE AT THE SERVICE SIDE.FBCR M1305.1.4.119. ATTICS CONTAINING APPLIANCES, INCLUDING AIR HANDLING EQUIPMENT, SHALL BE PROVIDED WITH AN OPENING AND A CLEAR ANDUNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE IN ACCORDANCE WITH FBCR M1305.1.3 .20. ATTICS CONTAINING APPLIANCES, INCLUDING AIR HANDLING EQUIPMENT, SHALL BE PROVIDED WITH A LUMINAIRE, SWITCH, AND RECEPTACLEOUTLET IN ACCORDANCE WITH FBCR M1305.1.3.121. WHERE 'ICYNENE' AND/ OR OTHER SPRAY FOAM INSULATION IS USED TO CREATE A SEALED ENVELOPE:A.MECHANICAL DESIGNER TO REVIEW VENTILATION REQUIREMENTS. STALE AIR AND CONTAMINANTS CAN ACCUMULATE IN A HOME WITHOUTPROPER VENTILATION. MAKE-UP AIR OR AN AIR EXCHANGER IS REQUIRED TO INSURE THAT SUFFICIENT FRESH AIR IS INTRODUCED TO THE BUILDINGFOR ACCEPTABLE INDOOR AIR QUALITY.B.MECHANICAL DESIGNER TO REVIEW HVAC EQUIPMENT SIZING. THE EFFICIENCY OF THIS TYPE OF INSULATION METHOD MAY REQUIRE LESS HVACTONNAGE TO EFFECTIVELY CONDITION THE BUILDING. OVERSIZED UNITS LEAD TO COOL DAMP ENVIRONMENTS WITH POTENTIAL FOR CONDENSATION,MOLD, AND MILDEW PROBLEMS.C.MECHANICAL DESIGNER TO REVIEW HUMIDITY CONTROL REQUIREMENTS. A DEHUMIDIFIER IS NECESSARY TO CONTROL HUMIDITY IN THEBUILDING.MEP0.12017-11-08SHEET NOSCALE 10/15/2019 AS INDICATED PROJECT NO DATE 1511 CHK BY NAG DRAWN BY Ph: 407-647-0938 Fax: 407-647-2499 email : Mark@nasrallah.com 3920 Edgewater Drive, Suite 101 Orlando, Fl. 32804 AA26001471 MARKDATE REMARK BY MN Designer hereby expressly reserves his copyright and other property rights in these plans. These plans and drawings are not to be reproduced, changed or copied in any form or manner whatsoever without first obtaining the express permission and consent of the architect., nor are they to be assigned to any party without first obtaining said written permission and consent. Written Dimensions on these drawings shall have precedence over scale dimensions: Contractors shall verify and be responsible for all dimensions and conditions on the job and this office must be notified of any variation from the dimensions and conditions shown by these drawings. Architectural Group Inc 2020-12-22 Building Department Permit Set not valid withoutoriginal or electronicsignature & sealMark P. NasrallahFla. Reg. AR 0008136Accuracy StatementThis item has been digitally signed and sealed by Mark P Nasrallah on the date containedwithin the digital signature above. Printed copies of this document are not consideredsigned and sealed and the signature must be verified on any electronic copiesSt. Lucie County, FL Gelcorp. Industries A Custom Residence For: "AVALON BY THE BEACH" - LOT 20 PARCEL ID DBOUTDOOR CHANDELIER- FIXTURE BYOWNER/DESIGNER. SEE NOTE (9) UNDERLIGHTING PROVISIONS.NL52" CEILING FAN W/ LIGHT FIXTURE - FIXTURE BYOWNER/DESIGNER110 CFM EXHAUST FAN - "NUTONE" QTXEN150 (140S.F.) QTXEN110 (100 S.F.) QTXEN80 (75 S.F.)WALL SCONCE - FIXTURE BYOWNER/DESIGNERVERIFY LOCATION PRIOR TO INSTALLINDOOR SMALL PENDENT CHANDELIER-FIXTURE BY OWNER/DESIGNERINTERIOR WALL BRACKET - FIXTUREBY OWNER/DESIGNERAPLIGHTING LEGEND:VEXT. SECURITY / MOTION LIGHTING -FIXTURE BY OWNER/DESIGNER- VERIFYLOC'T W/ OWNER/ LANDSCAPEARCHITECT.INT.SURFACE MTD. - FIXTURE BY OWNER/IDKRECESSED STEP LIGHTING - FIXTUREBY OWNER/DESIGNEREXT. SURFACE MTD. - FIXTURE BY OWNER/IDJEXTERIOR WALL BRACKET - FIXTURE BYOWNER/DESIGNEROWALL MOUNTED ART LIGHT. - FIXTURE BYOWNER/DESIGNERSISLAND PENDANTTRAC LIGHTING - FIXTURE BY OWNER/DESIGNER. VERIFY LOCATION PRIOR TOINSTALLTURECESSED FLOOR LIGHT1.ALL SELECTIONS SHALL BE ULRATED / APPROVED FOR TYPE ANDLOCATION.2.ALL LIGHTS SHALL BE RECESSEDFLUSH WITH FINISH FLOORMATERIAL.GROIN VAULT WALL SCONCE - COVELIGHT FIXTURE BY OWNER/DESIGNERVERIFY LOCATION PRIOR TO INSTALLUNDER COUNTER LIGHTING - FIXTUREBY ID/ OWNER. VERIFY LOCATIONPRIOR TO INSTALLCLG. COVE LIGHTING FIXTURE BYID/OWNERAT PEDESTALS RECESSED WALLMOUNTED LIGHT. LIGHTS IN WETCONDITIONS SHALL BE WATER PROOFAND UL RATED FOR THE TYPE /LOCATION OF USE. - FIXTURE BYOWNER/DESIGNERBLUEMAX ULHBT5-446 4-LAMP T-5FIXTURE BY FULL SPECTRUM LIGHTING/ WRAP AROUND, AS SELECTED BYOWNER.2x41000 CFM VARIABLE SPEED THRU WALL EXHAUSTFAN W. EXTERIOR WALL SHUTTERVAPOR PROOF RECESSED LED LIGHT - FIXTUREBY OWNER/DESIGNER.INTERIOR RECESSED LED LIGHT - FIXTURE BYOWNER/DESIGNERCLOW VOLTAGE RECESSED LIGHT - FIXTURE BYOWNER/DESIGNER.EXTERIOR RATED RECESSED LED LIGHT.FIXTURE BY OWNER/DESIGNER.OHGDOVERHEAD GARAGE DOOR OPENERTRUSS LIGHTINGNOTE: VERIFY 'ROUND' OR 'SQUARE' FIXTURESFOR ALL DOWNLIGHT APPLICATIONSALL EXTERIOR LIGHTS TO BE UL EXTERIORRATED FOR WET LOCATIONS.NOTE: NOT ALL FIXTURES SHOWN IN THELEGEND ARE USED IN THE PROJECT. VERIFY ONPLANINDOOR LARGE CHANDELIER- FIXTURE BYOWNER/DESIGNERMWEDGE SCONE UP LIGHTELECTRICAL LEGENDTELE-DATA FLOOR OUTLET - INCLUDE CAT 5OUTLET AS REQUIRED. V.I.F. PROVIDE CONDUITCHASE AS REQUIRED VERIFY LOCATION W/INTERIOR DESIGNER / OWNERPUSH BUTTONQUADPLEX OUTLET 20a DEDICATEDPBQUAD1/2 SWITCHED FLOOR OUTLET - PROVIDE CONDUITCHASE AS REQUIRED VERIFY LOCATION W/INTERIOR DESIGNER / OWNER220V. HARDWIRE OUTLET220vELECTRIC METERELECTRICAL _CEAN MLO_ LV LIGHTING_A/V PANELDISCONNECT SWITCHTIA 570 COMPLIANT STRUCTURED CABLE OUTLET(2) CAT 5 OUTLETS , (2) RG 6U COAX OUTLETSTELE-DATA OUTLET - INCLUDE CAT 5 OUTLET ASREQUIRED. V.I.F. MOUNT @ 12" A.F.F. U.N.O.SPECIFIED MOTORCABLE OUTLETPULL CORDFLOOR OUTLET - PROVIDE CONDUIT CHASE ASREQUIRED VERIFY LOCATION W/ INTERIORDESINGER / OWNER220V. OUTLET. 20A/30A VERIFY PLUGTYPE/POWER REQ'TGFI DUPLEX OUTLET W/ WATERPROOF HOUSINGGFI DUPLEX OUTLET w/ MOUNTING HEIGHT A.F.F.3-WAY SWITCH4-WAY SWITCHSWITCH1/2GFI220_APCWP110V. DUPLEX CONVENIENCE OUTLET W/ ARCFAULT INTERRUPTERPANELDISPOSAL MOTOR W/ 110 V HARDWIRE OUTLETARC FAULT CURRENT INTERRUPTER SWITCHEDOUTLETSS3S4LANDSCAPE JB - PROVIDE CONDUIT CHASE ASREQUIRED VERIFY LOCATION W/ LANDSCAPEARCH. / OWNERDOOR BELL CHIMELDSCPCHIMEDISCLKPLIGHTING MAIN KEYPAD VIF FINAL LOCATION WITHOWNERREMOTE POWER MODULESDSWITCH - DIMMERDISPRPMUNDER COUNTER APPLIANCE. VERIFY POWERREQUIREMENTSUCARECTRACTABLE SCREEN/SHADE POWER SUPPLY(12V/110V) VERIFYRSSTPLLEVITON DECORA TRIPLE-ROCKERKP6/8/12 BUTTON KEYPADTTHERMOSTATEX. FANLEVITON WALL SWITCH/RECEPTACLE #5626-SSWRECPNEMA 14-50 TESLA OUTLET (50 AMP - 6 AWG)NEMA14-50COMBINATION CARBON MONOXIDE/SMOKEDETECTOR- SEE LIFE SAFETY NOTES 1-6CSSDSMOKE DETECTOR- SEE LIFE SAFETY NOTES 1-62x4GFI42" AFFS3 DISCDISC PPDWTO PENDANTLIGHTSTO FAMILY RM.LIGHTSTO STAIRLIGHTSTO SWITCHBELOWFIELD VERIFYLOCATIONFIELD VERIFYLOCATIONTO KITCHENLIGHTSTO KITCHENLIGHTS1FIRST FLOORPOWER & LIGHTING PLANSCALE 3/16" = 1' - 0"2SECOND FLOORPOWER & LIGHTING PLANSCALE 3/16" = 1' - 0"AAAAAAAAAAAAAAAAAAAAAMMDDS3S3SSS3 S3 SS SS S3 S LLLTO SWITCHBELOWTO SWITCHBELOWTO SWITCHBELOWGFI 42" GFI 42"1/21/21/21/2 EX FANEX FANAAAAAAAAAAAAAAAAABBBBAAAADDADMMMNOPPPEX FANEX FAN@CLGGAR DR OPNR@CLGGAR DR OPNRGAR DRGAR DRDISPS S3SSSSSS3SS3S3SS3 S S S S S S 3 S S 3 S S S S42"GFIGFI42"GFI42"GFIGFI 42" WP GFI GFI 42" GFI 42"RF/FRZGFI GFIGFIGFIWP GFI WP GFI WP GFI 220v220vPBPB S S S S S HT.VERIFYTO SWITCHBELOWOS @ATTICJPCDISC AASS SSEX FAN@ATTICJPCPANEL 220vS CHIME PB METER CSCSCSCSCSCSCSCHASE FORISLAND ELEC.E1.02017-11-08SHEET NOSCALE 10/15/2019 AS INDICATED PROJECT NO DATE 1511 CHK BY NAG DRAWN BY Ph: 407-647-0938 Fax: 407-647-2499 email : Mark@nasrallah.com 3920 Edgewater Drive, Suite 101 Orlando, Fl. 32804 AA26001471 MARKDATE REMARK BY MN Designer hereby expressly reserves his copyright and other property rights in these plans. These plans and drawings are not to be reproduced, changed or copied in any form or manner whatsoever without first obtaining the express permission and consent of the architect., nor are they to be assigned to any party without first obtaining said written permission and consent. Written Dimensions on these drawings shall have precedence over scale dimensions: Contractors shall verify and be responsible for all dimensions and conditions on the job and this office must be notified of any variation from the dimensions and conditions shown by these drawings. Architectural Group Inc 2020-12-22 Building Department Permit Set not valid withoutoriginal or electronicsignature & sealMark P. NasrallahFla. Reg. AR 0008136Accuracy StatementThis item has been digitally signed and sealed by Mark P Nasrallah on the date containedwithin the digital signature above. Printed copies of this document are not consideredsigned and sealed and the signature must be verified on any electronic copiesSt. Lucie County, FL Gelcorp. Industries A Custom Residence For: "AVALON BY THE BEACH" - LOT 20 PARCEL ID