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HomeMy WebLinkAboutSS ARCHS 12-19-20ABREVIATIONS ABV. ABOVE LAM. LAMINATE ACOUS. ACOUSTICAL LAV. LAVATORY AC. AIR CONDITIONING LB. LABLE ADJ. ADJUSTABLE LH LEFT HAND AFF ABOVE FINISH FLOOR LTG LIGHTING AHU AIR HANDLING UNIT LOC. LOCATION ALUM. ALUMINUM L.W. LIGHT WEIGHT ALT. ALTERNATE AN. ANODIZED M.O. MASONRY OPENING ANN. ANNUNCIATOR MFTR. MAS. MANUFACTURER MASONRY AP APPROX. ACCESS PANEL APPROXIMATE MAT. MATERIAL AARCHITECT(URAL) MAX. MAXIMUM ARCH. MECH. MECHANICAL MTL. METAL BD. BOARD MIN. MINIMUM BF BOTH FACES MISC. MISCELLANEOUS BLDG. BUILDING MTD. MOUNTED BLK. BLOCK MUL. MULLION BLKG. BM. BLOCKING BEAM N.I.C. NOT IN CONTRACT BOT. BOTTOM N.T.S. NOT TO SCALE 8/0 BOTTOM OF N0. NUMBER O.C. ON CENTER CAB. CABINET CPT. CARPET 0. D. OUTSIDE DIAMETER CI CAST IRON 0.F.C.I. OWNER FURNISH CK. CAULK CONTRACTOR INSTALL C-C CENTER TO CENTER OFF. OFFICE CEM. CER. CEMENT CERAMIC OH. OVERHEAD CT CERAMIC TILE OPNG. OPP. OPENING OPPOSITE CLG. CEILING (� CENTER LINE PL. PLATE CLR. CLEAR PLAS. PLYWD. PLASTER PLYWOOD CL. CLOSET PLAM. PLASTIC LAMINATED CJT. CONTROL JOINT PR. PAIR CMU CONCRETE MASONRY P��ER SQUARE FOOT UNITCONST. PPRCS. S FT P.S.I. POUNDS PER SQUARE INCH CONSTRUCTION CON. JT. CONSTRUCTION JOINT P.T. PRESSURE TREATED COL. COLUMN PNL. PANEL COMB. COMBINATION CONC. CONCRETE RAID. RADIUS CONN. CONNECTION RADN RADIATOR, RADIATION CONT. CONTINUOUS R. RISER CONTR. CONTRACTOR REINF. REINFORCE CTSK. COUNTERSUNK REVS. REVERSED CFL. COUNTERFLASHING RH. RIGHT HAND CRS. COURSE READ. REQUIRED RM. ROOM DP. DAMPROOFING R. 0. ROUGH OPENING DECOR. DECORATIVE S.C. SOLID CORE DTL, DETAIL SCHD. SCHEDULE DIA. DIAMETER SEAL. SEALANT DIAG. DIM. DIAGONAL DIMENSION SEC. SECTION DIFF. DIFFUSER SERV. SERVICE DO. DITTO SHT. SHEET DR. DOOR SHTH. SHEATING DBL. DOUBLE SIM. SIMILAR D.F. DOUGLAS FIR S.O. SHUT-OFF DN. DOWN SL. SLIDING D.S. DOWN SPOUT S. SOUTH DWG, DRAWING SPEC. SPECIFICATION D. DRAIN SQ. SQUARE S.F. SQUARE FOOT EA. EAST SST. STAINLESS STEEL STD. STANDARDSTL. EMER. EMERGENCY STEEL ENG. ENGINEERING STOR. STORAGE EL. ELEVATION SIR. STRUCTURAL ELEC. ELECTRICAL SUS. SUSPENDED EQ. EQUAL SW. SWITCH EQUIP. EST. EQUIPMENT ESTIMATE(D) SYM. SYMMETRICAL EXH. EXHAUST T. TREAD EXP. EXPANSION T.C. TOP OF CURB EXT. EXTERIOR TEL. TELEPHONE EXIST. EXISTING TEMP TEMPERED E.J. EXPANSION JOINT TBcG TONGUE AND GROOVE FACE OF FINISH IA ONRY TO TOP OF BOTTOM F.O.M. F.O.S. FACE OF STUD T TOP OF CURB F.H. FIRE HOSE TW TOP OF WALL FIREPROOF T.O.C. TOP OF CHIMNEY FIN. NISH T.0.FR. TOP OF FRAMING FIR. F.D. FLOOR FLOOR DRAIN T.O.L. TOP OF LEDGER FLG. FLASHING T.O.P. TOP OF PLATE FL. FLUSH T P. TOILET PAPER HOLDER FLUR. FLUORESCENT TYP. TYPICAL FT. FOOT FEET FTG. FOOTING UL. UNDERWRITERS LABORATORY U.O.N.UNLESS OTHERWISE NOTED GA. GAUGE UTIL. UTILITY GALV. GALVANIZED GB GRAB BAR VB. VAPRO BARRIER GC. GENERAL CONTRACTOR VNR. VENEER GL. GLASS VENT VENTILATION GR. GRADE VERT. VERTICAL GYP. GYPSUM BOARD W.F. WALL FABRIC WP. WATERPROOFING HWD. HARDWOOD WC. WATER CLOSET HDW. HARDWARE W.H. WATER HEATER WI TH HHIGGT: HHEEIAGTINT� W/O WITHOUT H.fvl. HOLLOW METAL WD. WOOD HOR. HORIZONTAL WT. WEIGHT H.B. HOSE BIBB H.C. HOLLOW CORE H.S. HAND SHOWER SYMBOLS HVAC HEATING[ VENTILATION AIR CONDITIONING AND INCL. INCLUDE ANGLE IN. INSULATION AT INT. INTERIOR CE CENTER LINE JB. JUNCTION BOX 0 DIAMETER OR ROUND # POUND OR NUMBER K. 0. KNOCK OUT CODE INFORMATION FLORIDA BUILDING CODE, EDITION 2017 (5th EDITION) FLORIDA BUILDING CODE- RESIDENTIAL 2017 EDITION. NATIONAL ELECTRICAL CODE - APPLICABLE EDITION AND ALL OTHER RULES, REGULATIONS, AND CODES HAVING JURISDICTION OCCUPANCY GROUP : GROUP R-3, SINGLE FAMILY RESIDENCE CONSTRUCTION TYPE : TYPE V, BUILDING DESIGNED AS: ENCLOSED BUILDING HEIGHT: LESS THAN 60'-0" MEAN ROOF HEIGHT: 30'-5 1/2" BUILDING EXPOSURE: "D" WIND PRESSURE SPEED: ASCE CHAPTER 7. 170 MPH TOP CHORD LIVE LOAD: ROOF TOP CHORD DEAD LOAD: BOTTOM CHORD LIVE LOAD: BOTTOM CHORD DEAD LOAD: FLOOR FLOOR LIVE LOAD TOTAL FLOOR DEAD LOAD TOTAL: IMPORTANCE / USE FACTOR: MIN. SOIL BEARING PRESSURE: 3 - SEC. GUST) FOR ENCLOSED BUILDING 20 LB. PSF 16 LB. PSF 10 LB. PSF 10 LB. PSF 40 LB. PSF 70 LB. PSF 1.0 PILLING FOUNDATION SYMBOLS 2 DETAIL REFERENCE DETAIL NUMBER SHEET NUMBER ELEVATION REFERENCE ELEVATION NUMBER Ai SHEET NUMBER SECTION NUMBER SECTION REFERENCE � SHEET NUMBER ROOM REFERENCE1110-21 ROOM NUMBER DOOR REFERENCE O DOOR NUMBER WINDOW REFERENCE OB WINDOW NUMBER NOTE REFERENCE REFERENCE NUMBER REVISION REFERENCE REVISED 00/00/00 TABULATION FIRST LEVEL = SECOND LEVEL = THIRD LEVEL = TOTAL UNDER AIR COVERED ENTRY = BEACH TERRACE _ AIR COND. DECK = BALCONY = GARAGE. _ TOTAL UNDER ROOF R301.2(1) 314 SF. 1300 SF. 1386 SF. juuu 3r . 44 SF. 397 SF. 48 SF. 399 SF. 823 SF. 4/11 br. 2,930 CF. 13,000 CF. 12.936 CF. ZO,000 Ur. DRAWING INDEX A1.1 COVER SHEET A2.1 SITE PLAN & DEMOLITION A3.1 FIRST FLOOR PLAN A3.2 SECOND FLOOR PLAN A4.1 FRONT & REAR ELEVATIONS A4.2 LEFT ELEVATION A4.3 RIGHT ELEVATION A4.4 BUILDING SECTION A5.1 DOOR / WINDOW SCHEDULES AND DETAILS AE.1 ELECTRICAL PLAN AE.2 PANEL SCHEDULES CLIMATIC & GEOGRAPHIC DESIGN CRITERIA BUILDING CATEGORY: 2 WIND DESIGN SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP. ICE BARRIER UNDERLAYMENT REQUIRED FLOOD HAZARDS AIR FREEZING INDEX MEAN ANNUAL TEMP SHUTTERS: NOT REQUIRED (IMPACTED GLASS) SHUTTER ONLY REQUIRED AT GLASS BLOCK AREA. SPEED MPH_ TOPOGRAPHIC EFFECTS WEATHERING FROST LINE DEPTH TERMITE IMPACT RESISTANT ASSEMBLY: YES COMPONENT & CLADDING: YES 110 MPH. EXP05URE "D" NA. NECILIGIBLE NA VERY HEAVY 40 DEGREE NA. ZONE AE.1-0 NA. NA. CONTINUE LOADED PATH PROVIDED: YES THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING CONDITIONS THE CONSTRUCTION, INCLUDING ALL MATERIALS AND WORKMANSHIP, SHALL CONFORM TO ALL APPLICABLE CITY, COUNTY, STATE, AND NATIONAL BUILDING CODES AND ORDINANCES. WIND LOADS CALCULATED PER ASCE 7-10, FOR WIND LOAD OF 170MPH, EXPOSURE "D" THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, ALL OF WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL PARTS OF THE WORK WITH OTHER SUBCONTRACTORS, UTILITY COMPANY CONNECTIONS. AND SEPARATE OWNER CONTRACTS ANY CONFLICTS OR OMISSIONS BETWEEN EXISTING CONDITIONS, THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS FOUNDATION NOTES TOP OF TYPICAL FLOOR SLAB (+0'-0") SHALL BE A MIN. OF 18" ABOVE CROWN OF ROAD SOILS SHALL BE TREATED FOR TERMITES PRIOR TO PLACEMENT OF CONCRETE. MATERIALS AND INSTALLATION MUST COMPLY W/ ALL GOVERNING CODES AND REGULATIONS. PROVIDE 2 YEARS RE -TREATMENT WARRANTY. CONCRETE SLABS AS REQUIRED FOR MECHANICAL EQUIPMENT. VERIFY EXACT SIZE AND LOCATIONS W/ CONTRACTOR CONCRETE NOTES: CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 318 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 4000 PSI, FOR BEAMS AND COLUMNS UNLESS OTHERWISE NOTED. CONCRETE, WHEN PLACED SHALL HAVE A MAXIMUM SLUMP OF 6 INCHES. DESIGN AND LOCATION OF CONSTRUCTION JOINTS SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS. ANY CONSTRUCTION OR CONTROL JOINTS DESIRED OR PREFERRED BY THE CONTRACTOR SHALL BE APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION OF THOSE AREAS CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS FLOOR SAFES, PIPE SLEEVES, ANCHOR BOLTS, ETC. PRIOR TO PLACING CONC. CONCRETE PROTECTION OF REINFORCING BARS SHALL BE AS FOLLOWS: FOOTINGS 3" CLR. BOTTOM AND SIDES, 2" CLR. TOP WALLS 2" CLR. OUTSIDE FACE, 1 1/2" CLR INSIDE FACE. SLABS 3/4" CLR. BEAMS 1-1/2" CLR TO STIRRUPS COLUMNS 1 -1/2" CLR. TO TIES ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO ASTM A615-GRADE 60. ALL DETAILING AND ACCESSORIES SHALL CONFORM TO TYPICAL DETAILS SHOWN IN THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 318, LATEST EDITION". CONSTRUCTION NOTES AND SPECIFICATIONS ALL CONTINUOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, FOUNDATIONS, WALLS SLABS AND OTHER CONCRETE SHALL BE LAP -SPLICED 36 BAR DIA. OR 1'-6" MINIMUM WHICHEVER IS GREATER (EXCEPT AS NOTED ON DRAWINGS). ALL BARS AT END OF CONT. FTG'S, BEAMS OR CONT. HORIZ. ELEMENTS SHALL BE CONTINUED TO FAR SIDE OF INTERSECTING ELEMENTS. WELDED WIRE MESH TO BE 6 x 6 10/10 STEEL. LAP JOINTS 6", PROVIDE DOUBLE LAYER BENEATH ALL BEARING WALLS, EXTEND FOR A DISTANCE OF 30". "FIBER MIX STEALTH MULTI -FILAMENT FIBERS" IS APPROVED FOR SLAB REINFORCING AT EXTERIOR PATIO/PORCH SLABS. VAPOR BARRIER BENEATH SLABS TO BE 6 MIL POLYETHYLENE. MASONRY NOTES: ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR LOAD BEARING CONCRETE MASONRY ALL MORTAR SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR MORTAR OF MASONRY UNITS & A MINIMUM TYPE M REINFORCING BARS TO COMPLY WITH ASTM A 615, GRADE 60. ALL CONCRETE COLUMNS INTEGRAL WITH THE MASONRY SHALL BE CAST AFTER THE MASONRY HAS BEEN LAYED UP SUCH THAT THE CONCRETE IS INTERLOCKED WITH THE MASONRY. THE CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR ADEQUATE BRACING OF ALL - MASONRY CONSTRUCTION ALL WALLS ARE TO BE FULLY BRACED AGAINST WIND AND OTHER FORCES UNTIL THE ROOF, WALL, AND FLOOR CONSTRUCTION IS STRUCTURALLY COMPLETE PROVIDE CONTROL JOINTS IN ALL MASONRY WALLS GREATER THAN 30 FEET IN LENGTH, UNLESS NOTED OTHERWISE. CONTROL JOINTS SHALL BE LOCATED AT NOT MORE THAN 30 FEET ON CENTERS. ALL VERTICAL CONTROL JOINTS SHALL BE RAKED JOINTS UNLESS NOTED OTHERWISE. EXPANSION JOINTS IN MASONRY SHALL BE PROVIDED AT APPROXIMATELY EVERY 120 FEET BUT NOT GREATER THAN 150 FEET O.C. REINFORCED MASONRY WALLS ARE USED TYPICALLY THROUGHOUT THE BUILDING, THEREFORE CARE MUST BE TAKEN BY THE CONTRACTOR TO INSURE QUALITY WORK AND PROPER PLACEMENT OF ALL REINFORCEMENT. VERTICAL WALL REINFORCING SHALL BE LAP SPLICED AT NOT GREATER THAN W-0" O.C. AND SHALL BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. HORIZONTAL REINFORCING SHALL BE LAPPED A MINIMUM OF 30 BAR DIAMETERS. CLEANOUTS MUST BE PROVIDED AT ALL LOCATION WHERE SPLICES OCCUR WITHOUT EXCEPTION. THE CONTRACTOR SHALL ASSURE THAT ALL REINFORCEMENT IS PROPERLY PLACED AND CENTERED IN THE WALL GROUT WALLS IN 8' LIFTS MAX. PROVIDE FILLED CELLS AT ALL GIRDER TRUSS BEARING LOCATION. COORDINATE WITH MANUFACTURER'S ROOF SHOP DRAWINGS. MASONRY WALLS HAVE BEEN DESIGNED IN ACCORDANCE WITH F.B.C. 2014 FOR ENGINEERED MASONRY DESIGN, CHAPTERS 1 THROUGH 3 OF ACI 530/ASCE - f rn PSI 1500 FOR MASONRY - 3000 FOR MORTAR. GROUTED MASONRY TO BE FULLY INSPECTED BY REGISTERED PROFESSIONAL ENGINEER OR HIS DESIGNATED REPRESENTATIVE. TEST EACH TYPE, CLASS AND GRADE OF MASONRY UNIT IN ACCORDANCE WITH ASTM C 140. MORTAR TESTS: TEST EACH MORTAR TYPE IN ACCORDANCE WITH ASTM C 780. TEST CONCRETE MASONRY UNITS AT THE RATE OF 5 RANDOMLY CHOSEN UNITS FOR EACH 100,00 INSTALLED. TEST THE MORTAR WITH THE SAME FREQUENCY AS REQUIRED TO EVALUATE MASONRY SAMPLES. SEE DETAILS FOR CORNER AND INTERSECTIONS. SEE DETAILS FOR VERTICAL STEEL AT FOUNDATIONS AND BEAMS PROVIDE LADDER TYPE JOINT REINFORCEMENT EVERY 2ND COURSE VERIFY WINDOW AND DOOR ROUGH OPENINGS W/ WINDOW AND DOOR MANUFACTURER. FRAMING: TOP ELEV. OF BEAMS & PLATES ARE AS NOTED ON PLANS. FRAMING LUMBER FOR HEADERS, BEAMS, COLUMNS, TRUSS BRACING, FASCIA. ETC., SHALL HAVE MIN. Fb=1000 P.S.I. , Fv= 75 P.S.I. & E= 1,400 K. UNLESS NOTED OTHERWISE PINE/FIR (NO. 2 OR BETTER) LAMINATED WOOD BEAMS SHALL BE "TIMBERMAX" LAMINATED VENEER LUMBER AS MANUFACTURED BY ALPINE STRUCTURES OR APPROVED EQUAL Fb = 2925 P.S.I., Fv = 285 P.S.I. & E = 2,000 K PROVIDE (2) 2 x 8 HEADERS ABOVE OPENINGS IN BEARING WALLS UNLESS OTHERWISE SHOWN. PROVIDE (2) 2 x STUDS UNDER HEADERS, GIRDER TRUSSES, ETC, UNLESS OTHERWISE SHOWN. MULTIPLE HEADERS AND STUDS SHALL BE SECURELY SPIKED TOGETHER. ALL WORK IS TO CONFORM TO THE MINIMUM STANDARDS OF THE LATEST APPLICABLE FLORIDA BUILDING CODE- RESIDENTIAL 2014 (5th ed.) ALL METAL FRAMING AT CEILING AND WALLS TO BE SECURED TO CONCRETE AND MASONRY AT 4'-0" MINIMUM. COMPLY WITH RECOMMENDATIONS OF NFPA MANUAL FOR HOUSE FRAMING, NFPA RECOMMENDED NAILING SCHEDULE, AND NFPA NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. EACH PIECE OF LUMBER SHALL BE GRADE MARKED BY AN AGENCY CERTIFIED BY THE BOARD OF REVIEW, AMERICAN LUMBER STANDARDS COMMITTEE. PRESSURE TREAT ITEMS IN CONTACT WITH ROOFING, FLASHING, WATERPROOFING, MASONRY, CONCRETE, AND GROUND. USE WATERBORNE PRESERVATIVES, TO COMPLY WITH AMERICAN WOOD PRESERVERS' ASSOCIATION FOR ABOVE GROUND AND GROUND CONTACT APPLICATIONS. COMPLY WITH AWPA STANDARD M4 FOR TREATED LUMBER CUT AND OR DRILLED AFTER PRESSURE TREATMENT. PROVIDE 3 - 2 x 4 (MIN.) POST NAILED TOGETHER W/ 16d NAILS 0 4" O.C. AT EACH END OF OPENINGS OF LOAD BEARING PARTITIONS AND AT GIRDER BEARING LOCATIONS WHERE SUPERIMPOSED LOADS DO NOT EXCEED 385 PSI NON -BEARING PARTITIONS: ALL INTERIOR NON -BEARING PARTITIONS SHALL BE 3 5/8" MTL. OR 2x4 WD. STUDS AT 16" O.C. MAX. SPACING WITH 1/2" MINIMUM GYPSUM DRYWALL EACH SIDE. WOOD TRUSS NOTES: ROOF TRUSSES ARE TO BE DESIGNED BY THE TRUSS MANUFACTURER TO MEET OR EXCEED THE SPECIFIED DESIGN LOADS INPARTIAL FOLLOWING: ALL TRUSSES AND ROOF FRAMING TO BE DESIGNED FOR 170 MPH WINDLOAD ALL TRUSSES AND ROOF FRAMING TOP & BOTTOM CHORD SHALL BE 2x6 MINIMUM. ALL TRUSSES SHALL BE FREE OF MOLD, TERMITE AND ANY OTHERS WOOD EATING ORGANISIM. ARCHITECTURAL OR GOVERNING BUILDING CODE REQUIREMENTS. THE ROOF TRUSS DESIGN IS TO BE COMPLETE WITH ALL TEMPORARY AND PERMANENT BRACING, BRIDGING, ATTACHMENTS, AND ANCHORAGE FOR FINAL INSTALLATION. THE TRUSSES HAVE BEEN LAID OUT CONSIDERING THE SUPPORTING SUPERSTRUCTURE (WALLS & BEAMS) OF THE BUILDING. ALL BEARING WALLS AND BEAMS ARE INDICATED ON THE PLANS. THE FRAMING SCHEME INCLUDING BEARING POINT OF THE TRUSSES CAN NOT BE CHANGED WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT OF RECORD SUBMIT DESIGN CALCULATIONS AND SHOP DRAWINGS WITH TRUSS LAYOUT SHOWN, SIGNED AND SEALED BY FLORIDA REGISTERED ENGINEER, TO THE ARCHITECT OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. THE DRAWINGS ARE TO INDICATE ALL POINTS OF LOADING ALONG WITH ASSOCIATED REACTIONS. THE DRAWINGS ARE ALSO TO CLEARLY INDICATE WORK AND MATERIALS SUPPLIED BY THE TRUSS MANUFACTURER AND THE WORK AND MATERIALS REQUIRED FROM THE SUBCONTRACTOR. FIRESTOPS PROVIDE FIRESTOPS PER CHAPTER 5. FLORIDA BUILDING CODE- RESIDENTIAL 2014 (5th ED.) 1. PROVIDE FIRESTOPS IN EXTERIOR AND INTERIOR WALLS AND PARTITIONS AT CEILING AND FLOOR LEVELS AND SHALL BE SO PLACES THAT THE MAXIMUM DIMENSION OF ANY CONCEALED SPACE IS NOT OVER EIGHT FEET. 2. PROVIDE FIRESTOPS AROUND THE TOP, BOTTOM, AND SIDES OF SLIDING DOOR POCKETS. 3. PROVIDE FIRESTOPS BETWEEN STAIR STRINGERS AT LEAST ONCE IN THE MIDDLE OF EACH RUN, AT THE TOP AND BOTTOM, AND BETWEEN STUDS, ALONG AND IN LINE WITH ADJACENT RUN OF STAIRS. 4. PROVIDE FIRESTOPS BETWEEN CHIMNEYS, FIREPLACES AND WOOD FRAMING, EXCEPT IN THE CASE OF APPROVED METAL CHIMNEY INSULATION. 5. PROVIDE FIRESTOP IN ANY LOCATION WHERE A CONCEALED SPACE WOULD PERMIT A SPREAD OF FIRE. 6. CONCEALED ATTIC SPACES SHALL BE AS PER FLORIDA BUILDING CODE- RESIDENTIAL 2014 (5th ED.) 7. WHEN FIRESTOP ARE OF WOOD THEY SHALL BE OF NOT LESS THAN A NOMINAL TWO INCHES IN THICKNESS. NAILING SCHEDULE SEE FASTENER SCHEDULE ON SHEET A6.1 FOR NAILING AND FASTENING REQUIREMENTS ON WINDOW AND DOOR FRAMES, ROOF ASSEMBLIES, WALL ASSEMBLIES (SHEATHING, FURRING, LATH, SILL PLATES), ETC. ROOF SHEATHING NOTES: ALL ROOF SHEATHING TO BE 3/4" THICK CDX PLYWOOD SHEATHING. INSTALL WITH THE LONG DIM. OF PANEL ACROSS SUPPORTS WITH THE PANEL CONTINUOUS OVER OVER TWO OR MORE SPANS. PROVIDE EDGE SUPPORT BY MEANS OF TRUSSES, RAFTERS, PANEL CLIPS OR LUMBER BACKING. ALLOW 1/8" SPACING AT PANEL ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY PANEL MANUFACTURER PLANTER WATERPROOFING: APPLY "THOROSEAL FOUNDATION COATING" WATERPROOFING TO INTERIOR FACE OF PLANTERS WHERE PLANTER GRADE IS HIGHER THAN FINISH FLOOR OR EXTERIOR GRADE. INSULATION ATTIC INSULATION SHALL BE SRAY ICYNENE MINIMUM R-22 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION R302.10 OF FLORIDA BUILDING CODE- RESIDENTIAL 2014 (5th ED.) DOOR AND WINDOW NOTES: ALL GLASS IN FRENCH DOORS, SLIDING GLASS DOORS, SIDE LITES AND SHOWER/TUB ENCLOSURES SHALL BE TEMPERED. GLASS IN WINDOWS WITHIN 5 FT. OF SHOWERS OR TUBS SHALL BE TEMPERED. ALL TEMP. GLASS SHALL MEET THE REQ'MTS. OF FLORIDA BUILDING CODE RESIDENTIAL 2014 (5th ED) CATEGORY I - 150 LB. IMPACT TEST CATEGORY II - 400 LB. IMPACT TEST VERIFY THAT ALL MASONRY AND WOOD FRAME OPENING SIZES FIT DOOR AND WDWS. SPECIFIED BEFORE CONSTRUCTION - NOTIFY ARCHITECT IF A CONFLICT EXISTS. EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS 20" IN WIDTH, 24" IN HEIGHT, 5,7 SO. FT. IN AREA W/ THE BOTTOM OF THE OPENING NOT MORE THAN 44" ABOVE THE FINISH FLOOR AS REQUIRE BY THE FLORIDA BUILDING CODE- RESIDENTIAL 2014 (5th ED.) FINISH NOTES: FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR WALLS AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION R302.9 OF 2014 F.B.C. RESIDENTIAL (5th EDITION) MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 SQ. FT. BATHROOM FLOORS AND BASE SHALL BE IMPERVIOUS MATERIALS PER STANDARD STANDARD BUILDING CODES. USE MOISTURE RESISTANT BOARD IN ALL BATHROOMS AND OTHER WET AREAS. TILE, CARPET FINISH SELECTED BY OWNER. Fernando R Prieto Digitally signed by Fernando R Prieto Daje�2020.12.18 12:32:32-05'00' Revisions: D.E.P. SUBMITAL 11-16-20 C.D. PROGRESS 12-01-20 PERMIT SET 12-17-20 �Q (D Q o Q LL z ~ o o U LU L Li Q U 0 00 � U7 00 Oo co Uj N I Lo 00 LO o 0 N a� V) i� t co O f'M z a� o C L w o ¢'LL o 0 0 r3: 00 N _y N J G M 6 W z a z 0Y w UL Job Number: Design By: AC Revised By: FRP Date: NOVEMBER 2020 Sheet Number 11 FLORIDA STATE PLANE COOR NAD ga US SURVEY FEET (TYP) N 1112769.447 E 895639.022 FLORIDA DEPARTMENT OF NATURAL RESOURCES CM # 94-77—A-16 S 00\\� 2 0 FND NAIL & FLORIDA STATE PLANE COO ` LB # 4286 DISK NAD g3 US SURVEY FEET (TYP) \ N 1112227.156 E 895898.493 FND 8" IRC, LB # 17903 \ � \wa i 00, \\c1p FND NAIL & DISK 1�1 i LS # 4971 4 (n I � 00N i Co OtJ- m S ti nG xl\ ",I �> !,A o \On 0 -'0� cp 0 C7 ARDRANL FLORIDA STATE PLANE COORDINATE NAD 83/90 US SURVEY FT. (TYP) N 1112248.136 E 895944.854 FND 5/8" IRC LB # 4286 / FLORIDA STATE PLANE COORDINATE \ NAD 83/90 US SURVEY FT. (TYP) \ O N 1112860.98 E 895834.67 DEPARTMENT OF NATURAL RESOURCES CM # R-64 \ 2� \ 0 7 O O C-) 0Vp \ 0 \ 0:�� Otr� VACANT .3rp N 1112029.794 65°3N$5 E 896044.237 � �2-1 . FND 5/8" IRC LB # 4286 BENCHMARK\ \ CA DROP INLET ` \ ELEV. = 4.50' NAVD OF 1988 FLORIDA STATE PLANE COOR NAD g- US SURVEY FEET (TYP) *�O N 1111886.568 E 896031.463 // \ FND 8" IR, NO ID / Ile / \ t9 i/ .0 LOT 46 OCCUPIED FIFE = 8.0' U0 OD ZONE AE_ \ WESTERLY MOST \ \ DUNE GRASS 2 \ N 1112082.760 E 896160.606 FND 5 8" IRC LB # 4286 O- FND 4X4" CM \ \19 LB EASTERLY MOST DUNE GRASS FLORIDA STATE PLANE COORDIANTE NAD 83/90 US SURVEY FT. (TYP) N 1111820.346 E 896323.124 FLORIDA DEPARTMENT OF ENVIORMENTAL PROTECHTION MON # S-765 SEASONAL HIGH WATER LINE LOCATED ON 08/10/2020 NAVD OF 1988 AT LEV 5.3' EASTERLY MOST DUNE GRASS MEAN HIGH WATER LINE LOCATED ON 08/10/2020 NAVD OF 1988 AT ELEV D. 5' 2� 0' CONTOUR LINE C) 0 0 0' CONTOUR LINE MEAN HIGH WATER LINE LOCATED ON 08/10/2020 NAVD OF 1988 AT ELEV 0.5' N, N, SEASONAL HIGH WATER LINE LOCATED ON 08/10/2020 NAVD OF 1988 AT ELEV 5.3' \� Digitally signed by Fernando Fernando R Prieto � R Prieto 2°2°.' 2., g � 12:3�:45-05'00' LEGAL_ DESCRIPTION LOT 43, ACCORDING TO THE PLAT OF WATERSONG P.U.D. PLAT NO. ONE, AS RECORDED IN PLAT BOOK 42, PAGE 34, A-D, PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. 4848 WATERSONG WAY, FORT PIERCE, FL 34949 LOCATION MAP NOT TO SCALE Revisions: D.E.P. SUBMITAL 11-16-20 C.D. PROGRESS 12-01-20 PERMIT SET 12-17-20 W W W CD 0 cn c� tFF �Q 0 o Q IL z ~ o � � o LU U I-- LU Q U 0 00 -IT C17 00 N LO LO 00 LO En o O N N U, � r L O f'M z � N 0 C L w o ¢'LL. �j O 0 0� N N J E R;I 6 W z z w LL Job Number: Design By: AC Revised By: FRP Date: NOVEMBER 2020 Sheet Number SITE PLAN 1 9-01*=209 11 Mo1 5'-4° 4'-4" Emil n o 23'-1" 11� BATH 3 LAY. I G, I 2! / 11r LAY. 4' LAUNDRY 31 11� G �■ 3' i 20 / / 3■ 3■ rN.' MASTER SUITE 3■ 1r qG qq Ir 21 DIM 2N KITCHEN PLUMBING RISER DIAGRAM 42" HAW RAIL TO KJECT A 4" SPI EM TYP. o WALL TYPES ONE LAYER OF 1/2- GYPSUM BOARD ON BOTH W 1 SIDES OF 3 5/8" OR 6" METAL STUDS @ 16" O.C. OR 2 x 4 STUDS @ 16" D.C. AT BEARING WALLS. ONE LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON BOTH SIDE OF 3 5/8" OR 6" METAL STUD @ 16" O.C. W/ R-11 BATT. INSULATION. ONE HOUR RATED PER F.B.C.,. EDITION 2017 (SEE PLAN FOR WALL SIZE) E&I" rill►titut?�i�i� 7/8" STUCCO ON 5/8" CDX PLYWOOD SHEATHING ON EXTERIOR & 1/2" GYPSUM BOARD ON INTERIOR OF 2x 6 STUDS @ 16" Q.C. W/ R-11 BATT INSULATION. NOTE: NO GYP. BD @ INSIDE OF CHIMNEY ONE LAYER OF 1/2- GYPSUM BOARD ON 1 x 2 P.T. WOOD FURRING @ 16" O.C. W/ 4.2 INSULATION ON INTERIOR & 5/8- STUCCO ON EXTERIOR OF 8" svrrr r. �s�r;«r;.�r;: rr;:;s�wrrr;�r;: rr;�.wrrrrrn CONCRETE ■ ■ BLOCK. IL1 1 1 � 1i!�44!i!�; �i!il�4li!%�41i!% ■ BOARD PARTITIONS WITH NO TYPE(I ` (I ON PLAN ARE ■ OO(I TO BE Fernando R Prieto Digitally signed by Fernando R Prieto Date,-' 2020.12.18 12:34:55-05'00' MISC. NOTES: 1. ALL GLASS IN DOORS & ALL SLIDING GLASS DOOR TO BE TEMPERED. 2. ALL GLASS SHOWER & TUB ENCLOSURES SHALL BE TEMPERED 3. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE SHALL BE SAFETY GLAZED WHERE LESS THAN 60" ABOVE FLOOR OF TUB OR SHOWER 4. ALL BATHROOM FLOORS & BASES SHALL BE IMPREVIOUS MATERIALS 5. ALL FIX GLASS SHALL BE 1/4" THICK (U.N.O.) 6. DOORS BETWEEN GARAGE & HOUSE MUST BE SOLID CORE 1-3/4" THICK WITH 2x4 SOLID RABBETED JAMB, OR A C-LABEL METAL DOOR AND JAMB. DOORS TO HAVE SELF CLOSERS. c� 7. DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF AMIINIM NO. 26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE ��' n 8. EXHAUST AND DRYER VENT MUST VENT TO OUTSIDE PER FRC. 2017. 9. WEATHERING AND TERMITE AREA PER FLORIDA BUILDING CODE 2010 10. CEILING ABOVE GARAGE TO BE SEPERATED BY NOT LESS THAN 5/8" TYPE "X" GYP. BD. o 11. WALLS AND CEILINGS FINISH FLAME SPREAD INDEX AND SMOKE DEVELOPE INDEX IN ACCODANCE WITH SECTION 302.9 OF FLORIDA RESIDENTIAL CODE 2017 EDITION. 12. GYPSUM BOARD MATERIALS SHALL CONFORM WITH F.B.C.. R-702.3 13. CERAMIC TILE MATERIALS SHALL CONFORMS WITH F.B.C. R-702.4 14. WEATHERING AND TERMITE AREA . 15. FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR THE INSULATION AS REQUIRED IN SECTION R302.9 FLORIDA RESIDENTIAL CODE. WINDOW NOTE EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THAN 20" IN WIDTH, 24" IN HEIGHT, 5.7 SQ.FT. IN AREA W/ THE BOTTOM OF THE OPENING NOT MORE THAN 44" ABOVE THE FINISHED FLOOR AND NO PART OF THE OPERATING MECHANISM MORE THAN 54" ABOVE THE FINISH FLOOR AS REQUIRED VERIFY ALL MASONRY & WOOD FRAME OPENING SIZES TO FIT DOORS AND WINDOWS BEFORE CONSTRUCTION —NOTIFY ANNAM CORP. IF CONFLICT EXISTS. Revisions: D.E.P. SUBMITAL 11-16-20 C.D. PROGRESS 12-01-20 PERMIT SET 12-17-20 0 cn c� tFF �Q 00 o Q z ~ o ::D o � U � W Q U � ::D c o� --I C/D En 00 00 N LO LO 00 LO 0 0 N N U, O M Z K] (D o C �L w o L` � - �j-L 0 O r � 00 N w o N J .. z a z w LL Job Number: Design By: AC Revised By: FRP Date: NOVEMBER 2020 P711 FIRST LEVEL 2 GENERAL NOTES 4�1 Sheet Number WALL TYPES - ONE LAYER OF 1/2" GYPSUM BOARD ON BOTH 22'-2" 5'-10' 19'-9" SIDES OF 3 5/8" OR 6" METAL STUDS @ 16" O.C. OR 2 x 4 STUDS @ 16" O.C. AT BEARING WALLS. ■ ■ ■ ■ ■ 13'-3" ■ ■ I I I I I I I 'Y I I I I 1= I I I l ■ I I I I ■ ■ ■ 11 ■ ■ ■ ■ ---------------- ONE LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON BOTH SIDE OF 3 5/8" OR 6" METAL STUD @ 16" O.C. W/ SOWN R-11 BATT. INSULATION. ONE HOUR RATED PER F.B.C.,. O I I I I I I I I I I I I 6 -6 10 -4 „ 5 -211O EDITION 2017 (SEE PLAN FOR WALL SIZE) r r LOFT M. BATH 7/8" STUCCO ON 5/8" CDX PLYWOOD SHEATHING ON EXTERIOR Sc 1/2" GYPSUM BOARD ON INTERIOR OF �; ■ 26W BF. ffi- 2x 6 STUDS @ 16" O.C. W/ R-11 BATT INSULATION. cq LINEN ■ `r NOTE: NO GYP. BD @ INSIDE OF CHIMNEY ■ 111111101111111101 ILI■ - - ■ _ ■ ■ ■ ■ ONE LAYER OF 1/2" GYPSUM BOARD ON 1 x 2 P.T. "' ■ 2WO I \ // I E I I WOOD FURRING @ 16" O.C. W/ 4.2 INSULATION ON 6s0 INTERIOR & 5/8" STUCCO ON EXTERIOR OF 8" I x I CONCRETE BLOCK. ■ `r I/ \I ■ I — — — — I 5/8' STUCCO ON 8' CONCRETE BLOCK, Q BEDRM 3 Q 2-2�° ■ 26W ■ I 0 GYP. BOARD PARTITIONS WITH NO TYPE INDICATED ON PLAN ARE UNDERSTOOD TO BE "W1" ■ � iO LINEN HER LLJ 4" 9'-�' U MISC. NOTES: � a � 1. ALL GLASS IN DOORS & ALL SLIDING GLASS DOOR TO BE TEMPERED. 1 M. BEDRM a 2. ALL GLASS SHOWER & TUB ENCLOSURES SHALL BE TEMPERED 1 1 I 3. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR ■ I m LLJ SHOWER ENCLOSURE SHALL BE SAFETY GLAZED WHERE LESS THAN rcn60" ABOVE FLOOR OF TUB OR SHOWER I r- HIS 0 Q I 4. ALL BATHROOM FLOORS & BASES SHALL BE IMPREVIOUS MATERIALS ■ ATH 3 II I I 5. ALL FIX GLASS SHALL BE 1/4 THICK (U.N.O.) 8'-6" _ -11 O" 6 r 4 ;g _101, _411 LIN WIC. 2W 8' ■ 42"WIND fL TO 6. DOORS BETWEEN GARAGE & HOUSE MUST BE SOLID CORE 1-3/4" _ 0 I I ■ RE A " RE TYP. THICK WITH 2x4 SOLID RABBETED JAMB, OR A C—LABEL METAL DOOR ■ o ® I I AND JAMB. DOORS TO HAVE SELF CLOSERS. L- --------------- ----- jr ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 7. DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE 101-5" 15'-5" 11'-4" 41-611 SHALL BE CONSTRUCTED OF AMIINIM NO. 26 GAUGE (0.48 mm) SHEET 50'-811 1'-411 STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE 8. EXHAUST AND DRYER VENT MUST VENT TO OUTSIDE PER FRC. 2017, NOTI= FILLED CELL COLUMN MAX. 32" SPACING* 9. WEATHERING AND TERMITE AREA PER FLORIDA BUILDING CODE 2010 10. CEILING ABOVE GARAGE TO BE SEPERATED BY NOT LESS THAN 5/8" TYPE "X" GYP. BD. 11, WALLS AND CEILINGS FINISH FLAME SPREAD INDEX AND SMOKE DEVELOPE INDEX 2 THIRD LEVEL IN ACCODANCE WITH SECTION 302.9 OF FLORIDA RESIDENTIAL CODE 2017 EDITION. 12. GYPSUM BOARD MATERIALS SHALL CONFORM WITH F.B.C.. R-702.3 1/4 1 0 -Olt 13. CERAMIC TILE MATERIALS SHALL CONFORMS WITH F.B.C. R-702.4 14. WEATHERING AND TERMITE AREA . 15. FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR THE INSULATION AS REQUIRED IN SECTION R302.9 FLORIDA RESIDENTIAL CODE. 22'-21, 18'-3" i'-4" WINDOW NOTE O O EGRESS WINDOWS SHALL PROVIDE A CLEAR OPENING NOT LESS THAN 20" IN WIDTH, 24" IN HEIGHT, 5.7 SQ.FT. IN AREA W/ THE BOTTOM OF z THE OPENING NOT MORE THAN 44" ABOVE THE FINISHED FLOOR AND NO I I I I l A I I I I I I _I I I NI I ■ PART OF THE OPERATING MECHANISM MORE THAN 54" ABOVE THE I_ I I I � FINISH FLOOR AS REQUIRED 1 ml 1.2I E -1 m'I = I2,J ..I �; ■ 1 1 1 (1 RI +t 2 t )1 I I rt " -1" 1 " VERIFY ALL MASONRY & WOOD FRAME OPENING SIZES TO FIT DOORS LOFT 1 1 AND WINDOWS BEFORE CONSTRUCTION -NOTIFY ANNAM CORP. IF 4211 HANp RAIL TO O ■REJECT A1y4P' ■ ■ ' 42" HAW RAIL TO REJECT A 4" 5F'HI=ice Tl i'. CONFLICT EXISTS. SIMPIERE cn 11-311 ' OCEAN RM 1 � �, ■ � n = AHU � E��EV�/ � � POWDER X / \ I D O = a ----J` 1 -' PANTRY _ @ 2-20W 1F. ■ ■ � !OCEAN TERRACr `^ BEDRM 2 REF 2-20M 5F. m ❑� ; 1 '- 3 13'-10" 1'-8' 0' 13'-9' 18'-l" " 8'-0" ILI i zd 2580 Nr 9'-811 M I I KITCHEN 1 I Do Q 3,-0,4 O RED I DINING RIn ' ,4 CONY ■ TH 2 = !_" WIC. 1 I " ' 0 0LI1 <4 ' cn 0000 00 i = ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ----------------------- ■ ■ e Digitally signed by Fernando 20'-2 1/2' O 6'-4' O 15'-2 V2" 3 O 8'-11" 1'-4" 58 _ Fernando R Prieto • 2020.12.18 R Prieto , J J 12:40:04 -05 00 1 SECOND LEVEL FILLED CELL COLUMN MAX. 32" SPACINC-s 3 GENERAL NOTES 1/4 "= i ' -0" Revisions: D.E.P. SUBMITAL 11-16-20 C.D. PROGRESS 12-01-20 PERMIT SET 12-17-20 CD cn c� tFF U . I,. �Q C > o Q LL z ~ o o LU U I— LW Q U 00_j 00 [-- -IT C17 1A 00 00 ILD I LO 00 0 0 0 N w Z) U, O f'M Z K] w o C L w o Q 0 0 r 0 00 N N J M in W Z a z w LL Job Number: Design By: AC Revised By: FRP Date: NOVEMBER 2020 Sheet Number I A3.2 ATTACH RAILNG FLANGE TO HOUSE + STUCCO WK2) 5/16"A 1/2"TAPCON5 2"4" ALUM.TOP. 50TTOM 4 VERTICAL RAILS NEOPRENE CLOSURE HIP/RIDGE COVER 26 GA.ALUMN. COUNTER FLASHING (VERT. a 40" O/C MAX) SEALANT FASTNER BATTEN WATERPROOF CLOSURE STANDING SEAM STANDING SEAM DETAIL SHOWN FOR WOOD FRAME CONSTRUCTION - r-6• MEMBRANE ALUMN- ROOFING ALLMN_ ROOFING 26 CAA. GALV. METAL SIMILAR FOR BLOCK CONSTRUCTION CONSTRUCTION VALLEY FLASHING = SEALANT FASTNER AT 12" O.C.-' STANDING SEAMFLYW ju ALUMN_ "L" FLASHING NEOPRENE SPACER m 15 DMS ALLMN- ROOFING d) ROOF CLIP SEE ' U- STANDING SEAM 4, 3/4" CDX PLYWOOD SHEATHING ALLMN_ ROOFING 1 2 A4.1 A4,1 FASTEN VERT.RAILS TO CONC. SLAB ALUM. SHOES FROM RAIL MFR W/(4)5/16"x 1-1/2"TAPCONS 6 HIP / RIDGE COVER 5 VALLEY DETAIL 4 FLASHING DETAIL 3 RAIL ATTACHMENT EXTERIOR TRIM PROFILES N.T.S. N.T.S. N.T.S. NOTE: VERIFY W/ OWNER FOR RAILING STYLE ELEVATION MATERIALS KEYNOTE SYMBOL DESCRIPTION O DECORATIVE CONC. SIDING LOOK O2 ALUMINIUM ROOF EXTERIOR WALLS W/ SMOOTH STUCCO ® RAISED STUCCO BAND & SURROUND 1 DECORATE SILL ® DECORATE ALUMINIUM RAIL 42" H. \K oel 12 12 00000 STANDING SEAM 0000 TANDING SEAM ROOF TOP OF TIE BM, TOP OF TIE $M. TOP OF TIE BM. +32'-8" _ (40'.66 NAVD l" SIDING 7" 51DING Lj 111111111 J. = TOP OF PLATE g 24'-8" TOP OF 3rd FLOOR O AZK TOP OF 3rd FLOOR 5 TOP OF 3rd FLOOR g +23'-4" 2nd LEVEL CLG. LINE d 2nd LEVEL CLG. LINE 2nd LEVEL CLCx_ LINE +21'-4" ju a +933 NAVp) 7" SIDING 4 FE 12" COCNC, BAND SEE DEATILS 11 V SSELF-FURRING ON SELF-FURRI RIB METAL LATH ON FELT OVER THE BOTTOM OF TRUSSES W/ 2" STAPLES (MIN. 13/4" E/MBED INTO El 7" SIDING IF TRUSS AT EvERY RIB a ` 11 O.C. TYR (SEE F.RC. 2001 SEC. R103b) (TYPICAL FOR ALL SOFFIT) METAL ROOF DECO RAIL TOP OF TIE 5M. 00000orf 2nd FOOR +I1'-4" _ (1933 NAVD) OL 1st LEVEL CLG. LINE 2_0n BM. OF FLOOR ch +9'-4" 6 TYP. -9 +1133 NAVD GONG. COLUMN 3 R=41 TOP OF GROUND FLOOR TOP OF GROUND FLOOR 40'-0" g +01-0" = 69.0 NAVD) Digitally signed by Fernando Fernando R Prieto 2020.12.18 R Prieto 12:40:59-05'00' 1 REAR ELEVATION 2 FRONT ELEVATION 1/4 "=1 ' -0"1 1 4"=1 '-0" Revisions: D.E.P. SUBMITAL 11-16-20 C.D. PROGRESS 12-01-20 PERMIT SET 12-17-20 0 cn c� tFF �Q C o Q LL- z ~ o o LIA U I-- W Q U 0 --I - 00 IT C17 1A 00 00 N I LL i LO 00 cD L0 En 0 0 N w Z) V) � r t0 O f'M z � w o C �L w o 0 0 0 r � 00 w N N J M 6 W sl z Z W LL Job Number: Design By: AC Revised By: FRP Date: NOVEMBER 2020 Sheet Number 11 AA1 TOP OF T I E BM_ 8 +32' -S" OL TOP OF 3rd FLOOR +23'-411 n 2nd LEVEL GLC-$_ LINE Ijw g +21'-411 ELEVATION MATERIALS KEYNOTE SYMBOL DESCRIPTION 10 DECORATIVE CONC. SIDING LOOK O ALUMINIUM ROOF EXTERIOR WALLS W/ SMOOTH STUCCO ® RAISED STUCCO BAND & SURROUND O DECORATE SILL O DECORATE ALUMINIUM RAIL Fernando R Prieto Digitally signed by Fernando R Prieto - 2020.12.18 12:42:13-05'00' Revisions: D.E.P. SUBMITAL 11-16-20 C.D. PROGRESS 12-01-20 PERMIT SET 12-17-20 c� w 0 cn c� �Q 00 o Q z ~ o � o ry U � W 00 1 Q U --I - 00 [-- -IT C17 0 00 co N I iC] LO 00 c� - 0 0 N w 7 V) t � O M Z K] w � C �L w o L` t s 0 0 0 r � 00 w N M o N J M W Z a z w LL Job Number: Design By: AC Revised By: FRP Date: NOVEMBER 2020 Sheet Number z 1/4 90= i $ _on LEFT (NORTH) ELEVATION 11 A-u n_t A. i—uii n_r AUA --,W- TOE' OF TIE BM_ 1"OP OF 3rd FLOOR d LEVEL GLG. LINE TOP OF TIE BM_ a +11'-4" A LEVEL GLCx_ LINE 51 +J'-411 )F GROUND FLOOR Y-0" = (50 NAVD) Fernando R Prieto .,..'. v 6� Digitally signed by Fernando R Prieto Date,--2020.12.1 s 12:43Y:16-051001 Revisions: D.E.P. SUBMITAL 11-16-20 C.D. PROGRESS 12-01-20 PERMIT SET 12-17-20 0 cn c� tFF pmq 00 00 co N I iC] LO 00 c� 0 0 N w 7 V) t � O f'M z � w o C �L w o Q EL t s 0 0 0 r � 00 w N M o N J G M W z a z w LL Job Number: Design By: AC Revised By: FRP Date: NOVEMBER 2020 RIGHT (SOUTTH) ELEVATION 1/4 "=1 '-0" Sheet Number 11 ELEV. EXISTING TOP 01= 2ND FLR. 2 x6 JOISTS AT LANDING AT 16" O.G. 3 NTS. ELEV. +0'-ID" FINISH FLR F 36" H. STAIR RAILING W/ PICKETS AT 4" O.C. MAX. STYLE AND DESIGN AS SELECTED BY OWNER 2Z12 6 12" ii 2-2"X12" LEDCs ATTACHED T LL W/ 5/8" X 1 1/2" L DGE ANCHORS UJ/ A HERS a 12" O.0 ST RED NOTES: HANDRAIL SHALL BE DESIGNED E CONSTRUCTED FOR A CONCENTRATED LOAD OF 200 LB APPLIED ANY POINT AND IN ANY DIRECTION. HANDRAILS HEIGHT 30" - 34" PICKET TO REJECT 4" SAFE CxUARD RAILS HEICsHT 42" MINIMUM 2ND PROVIDE FIRE STOP AT M OF EACH RUN OF STAIR SIMPSON LUS28 OR \ EQUAL AT EA. _STAIR STRINGER INT I" FINISH TREAD 3/4 CDX.RISER 4 SUB TREAD 2x4 P.T. LEDGER BD. SECURED TO SLAB W/3" HILT[ PINS OR EQUAL AT 12" C/C. NAIL STRINGER TO LEDGER W/ 16-d NAILS STAGGERED_ r r r► r s r r ►r r , ¢- s r r ro r a �_ b r rr TYPICAL STAIR DETAIL 2x6 SAFEGUARD TOP 1/4" COUNTERSUNK LAG SOWS (1 EA. PICKET) 2x2 PICKET SPACED TO REJECT 4" D IA. BALL. (VERIFY W/ OWNER FOR STYLE) - 1/4" COUNTERSUNK LAG SCREWS (1 EA. PICKET) STAIR STRINGER 5 T A I SAFEGUAfRrD DETAIL NOTE: HANDRAILS TO RETURN TO WALL OR END AT TERMINAL POST FLOOR STRUCTURE HEADER OR— CsIRDER TRUSS 2x12 STRINGER (2R +TR = 24 TO 25) 12" + 12" + 10" = 24A" — 2x TREADS NAILED AND SET IN MASTIC FIN. P.T• 2x4 130T- PLATE OR APPV'D EQUAL. _a V. 91 I by A0 8 1 Revisions: D.E.P. SUBMITAL 11-16-20 C.D. PROGRESS 12-01-20 PERMIT SET 12-17-20 w U z w a �n w 0 w w w o0 O a o ~ z o z CDry o v w QC/10) w ��: ap J t U � U-) - 00 N N J G M W Job Number: Design By: AC Revised By: FRP Date: NOVEMBER 2020 Sheet Number 2 STAIR & RAIL DETAILS 1 FRONT ELEVATION I I A-4.6 MK SIZE/ MODEL LOCATION COUNT MANUFACTURE GLASS PRODUCT APPROVAL NO. ATTACHMENT ATTACHMENT 1 EXTERIOR DOOR PT. BUCK ATTATCHED WITH ATTACHMENT 3 WINDOWS 2x4 PT. BUCK ATTATCHED WITH 1❑ 60� FRENCH ENTRY DR (s) 10 - 3n6' IMPACT 1 ATTACHMENT 1 (1/4" TAPCONS)2x4 � � 2WO INCH CABANA 0 PGT - ATTACHMENT 1 (1/4" TAPCONS) 1/4" x 3-1/4" LONG TAPCON TO CONC. ATTACHED DOORS WITH 2" 92 5REW DIRECT To 13UCK AT 6" FROM CORNER AND AT 12" AT INSIDE_ AND PER MANUFACTURES SPECIFICATION. ATTACHMENT 2 GARAGE DOOR 2x6 PT. TO CONCRETE WALL WITH 1/2" DIA. EXPAN51ON BOLTS B 16" O.C. 6" EMBEDMENT SEE GARAGE DOOR DETAIL M-14MISH 1/4" x 3-1/4" LONG TAPCON TO CONC. ATTACHED DOORS WITH 2" 92 SREW DIRECT TO BUCK AT 6" FROM COMER AND AT 12" AT INSIDE. AND PER MANUFACTURES SPECIFICATION- ATTACHMENT 4 SLIDINCx DOOR lx6 PT. RUCK ATTATCHED WITH 1/4" x 3-1/4" LONG TAPGON TO GONG. ATTACHED DOORS WITH 2II M2 SKEW DIRECT TO BUCK AT 6" FROM CORNER AND AT 12" AT INSIDE. AND PER MANUFACTURES SPECIFICATION. IO- GYPSUI SOARD ON L M I"xPTTURr2n�G , •. .� `r CORIER BEAD 5/0" GYPSUM 5OAI� 2"x4 PIOOD TLeUM CONT. SEALANT v4+�, SPACE FKsT(OR EQUAL) r wn�Dau GON NT CONcr�TE MASONar uuT CONT. se MAi�LE stool IN GROUT eED CONT SEAL •� •' .. t*" GYFV jl _ �- a eoAl� ON I"�T ; ' INS R42 FOIL ; d ``Tlo" ~A ALUMINUMSYSTEM Wm4 ALUM_ SILL PIS 1/4" aNfln SPACE CONT.SEALANT ANDSAC CZR 2"x4 TAUOOD P �O"'�' POURED CONCRETE SILL sTucco FnNis" , O In ct O 16OW BLDG GS DR OCEAN RM � WINDOOR 3/16" IMPACT FL-n-0022. 02 aTTACHMENr 2 nn° EXP. BOLTS) z w WO ® 12OW SLDG GS DR MASTER BED F11 O WINDOOR 3/16" IMPACT FL-n-0822. 02 ATTACHMENT 2 (1/1" EXP. BOLTS) I6'-0"x8'-0" OH. aARAGE © DAB ATTACHMENT 3 (1/4' TAPO") A X LLI III ��� III NOTE_ 0) EXIT DOOR THRESHOLD SHALL NOT 5E MORE THAN 11/2" ALL WINDOWS, DOORS ARE IMPACTED GLA%, NO SHUTTER REC,>A. IRED 6 OPENING ATTACHMENT M SIZE/ MODEL LOCATION DIM. COUNT MANUFACTURE CLASS suODTROPRERE ATTACHMENT 3 FRENCH DOOR JAM B 1 FIXED WDW. SILL N.T.S. a O 25 SH. FOYER, LOFT, STAIR LAUNDRY AND M. TOILET (31"x621) ® PGT WINDGUARD FL- IMPACT IMPACT IMPACT SEE PRODUCT APPROVAL AND SHOP DRAWINGS BY QUINTS QUALITY GI -ASS 4 MIRROR ATTACHMENT 3 (1/4' TAPCONS) N.T.S. N.T.S. HEAD, JAMB S I M M I LAR O (3)26 SH. DINING ROOM (31"x14') O OC 1846 CSMT KITCHEN (2O'hc54") EXT_ STUCCO C. N FETE BLOCK SOLID GFRCUT 1/2" DI EXPANSION BOLTS 1> AT 16" O.C. �,�� DOOR RECESS LU CIA z O Z IMPACT IMPACT IMPACT IMPACT IMPACT INT. vEwFr SEE aLILE� IDULE Ext. w4_&Vw. Dom3-314" BIM"IW POOR -SEE ' UM�LD 3-314" A. 4 r CONCRETE MAgameY w " w" Isyplaw E V2" CsYPZ;iN'I BDARD ON FOIL MACKED rrsuLanoN pO H.34 64. BED ROOM 2 'I (26 ") O O 24" ROW2nd FLR. LOFT 24" ROWD O O 4060 FIXED 3rd FLR LOFT 4 MASTER BATH 48'x62" ® O W35 SH. BED 3, MASTER BED ROOM (260x(620) ® O 35 SH. BED ROOM 3 (52"x&2") 0 DOOR STOP ® SEALANT STUCCO FINISH ` 2 x 4 PTAuooD 5UCK � ° .� . I CONT.SEALANT P ASISI ECd uNp cAeEMENT WINpOIII CORNER DEAD V3" CsYPUlf'I BDARD conk SEALANT TREATED 2x6 NAILER _ va" FER v4SLOM" SHIM SPACE DOOR - SEE SCHEDULE DOOR TRACK COP7PI�SSIBLE FILLER DT4m2 02 ' • � . . , A. ' CONCRETE SLAB BY DOOR MM 5 EXTERIOR OPENING SCHEDULE 4 FRENCH DOOR SILL 2 FRENCH DOOR HEAD 1/4 1 9 —Ott N.T.S. N.T.S. 7 GARAGE DOOR JAMB BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT N.T.S. :::�s z OPENNING SCHEDULE SWING DOORS, OVERHEAD DOORS, FIXED GLASS, WINDOWS AND SKYLIGHTS PRODUCTS MODEL NO. MANUFACTURE METHOD ATTACHMENT METHOD BUILDING DESIGN EXPIRED DATE 1x2 P.T. FURL uv Ia. Gyp. BD. INSULATION TYPE, SIZE, SPACING, EMBEDMENT PRESSURE APPROVAL NO. FIhOC 11 pSEEULE�I FLOCKCONCRETE . EVALUATION AGENCY PRODUCT DESIGN 2x4 PT SLICK i-EXT. ATTACHMENT STUCCO PRESSURE WINDOWS (SINGLE HUNG & CASEMENT) SERIES 120 HORIZ. SERIES 238 OUTSWING CGI WINDOW & DOOR INC. (2) 3/16"x2— 3/4" TAPCONS INTO EACH CLIP ALL WINDOW SIZES SAME ATTACHMENT WORST CASE SCERENO CALCULATED SEE STRUCT. PLANS +70.0 / —70.0 09/22/2021 19-0603.03 10/26/2023 I — GORIER BEAD SEALANT MIAMI / DADE SAT 17-0918.11 ALUMINW WINDOW -� SCA-EDUL®® I i WINDOWS (FIXED GLASS) SERIES 130 SENTINEL (SPECIALTY IMPACT) CGI WINDOW & DOOR INC. 3/16"x2— 3/4" TAPCONS1 1/4" MIN. EMBEDMENT SEE STRUCT. PLANS +70.0 / —80.0 09/28/2021 19-0603.02 MIAMI / DADE I FRENCH DOOR SERIES 160 SENTINEL CGI WINDOW & DOOR INC. #10 WOOD SCREWS IN 2x BUCK 1— 1/2" MIN. SEE STRUCT. PLANS 08/05/2023 UI4L®I-�BJL 010 I I I I I TEMP.SLA6 NOTES: (ALUMINIUM) (IMPACT) MIAMI / DADE EMBEDMENT +65.0 / —70.0 17-1226.05 V S.HUNG WINDOW. HEAD SLIDDING GLASS DOOR SGD-150—LMI SGD-160—LMI CGI WINDOW & DOOR INC. 1 /4"x2— 3/4" TAPCONS #12 HEAD SEE STRUCT. PLANS +60.0 / —60.0 09/28/2021 19-0603.03 08/05/2023 17-1226.06 MIAMI / DADE N.T.S. JAMB SIMILAR 1. CONTRACTOR TO VERIFY ALL DOOR AND WINDOW OPENNING PRIOR TO CONSTRUCTION. 2. PROVIDE SCREEN ON ALL OPERABLE WINDOW WITS 3. PRODUCT APPROVAL INFORMATION ( INCLUDING ATTACHMENT)16 SUPPLY 13Y THE MANUFACTURE ANNAM CORP. TAKES NO RESPONSIBILITY FOR THE ACCURACY OF SUCH INFORMATION. FRENCH FRONT DOOR SERIES 160 SENTINEL CGI WINDOW & DOOR INC. 1 /4"x2— 3/4" TAPCONS #12 HEAD SEE STRUCT. PLANS 08/05/2023 (IMPACT) +90.0 / —90.0 17-1226.05 MIAMI / DADE ALUMINUM w po U SEE GARAGE DOOR MODEL 950 AMAR GARAGE DOOR 5/16"x1-5/8" LAG SCREWS EA. BRACKET SEE STRUCT. PLANS 06/09/2021 MIAMI / DADE ANT GOIa�II=R SI=AD HERRITAGE +56.0 / —64.0 17-1010.15 _s CAULIG 4 4 , 4 . G MARBLE D a STOOL I ° ° a ° SILL I." a- 4 -d a I. PRODUCTS MODEL NO. MANUFACTURE METHOD ATTACHMENT METHOD TYPE, SIZE, SPACING, EMBEDMENT BUILDING DESIGN PRESSURE EXPIRED DATE APPROVAL NO. EVALUATION AGENCY PRODUCT DESIGN exT_ PLASTER PRESSURE I FINISA SEE SS"�IDME O to x I2 PT. r-uM w INSULATION DIAL®3-fd2A I!1"CsYRBD. Fernando Digitally signed by DREXEL METAL INC. ALUM. STANDING SEAM. MODEL 5VW3 — LOC 1"S.S. +/— 71 TAS112 APPROVED FL-17679—R5 MIAMI /DADE Fernando R Prieto *� Q 202�• �• 8 , 12.45.29 -OS OO ROOFING UNDERLAYMENT DREXEL METAL INC. _ THE UNDERLAYMENT SHALL BE INSTALLED WITH MINIMUM 2 SIDE LAP AND MINIMUM 4" END LAP. NA. APPROVED FL-16342—R2 g S-HUNG WINDOW. SILLPrieto...µ MIAMI /DADE STUCCO NA. NA. STUCCO ON METAL LATH +/_ 49 NA. MIAMI / DADE N.T.S. AT CONCRETE WALL NA. Revisions: D.E.P. SUBMITAL 11-16-20 C.D. PROGRESS 12-01-20 PERMIT SET 12-17-20 c� w W W W CD 0 cn c� tFF �Q Oa > O Q z ~ O ::D O LU U I— LU Q U � ::D c� 00 --I CD 00 00 Ua 04 I LO 00 0 0 0 N N 7 In I� t cp O I'M Z r+] a� e, -o C 'L w o Q L` 0 0 0 r � 00 N K) o [V J G M W .. z Z LLI LL Job Number: Design By: AC Revised By: FRP Date: NOVEMBER 2020 Sheet Number 11 ELECTRICAL LEGEND ELECTRIC METER 0 ELECTRIC PANEL a A/C DISCONNECT ® 240 VOLT RECEPTACLE 4): DUPLEX OUTLET ■ ■ 1111 ■ 01111111 ■ ■ ■ ■mil ■ ■ ■ ■ ■ ■ ■ ■ � DUPLEX OUTLET -HALF SWITCHED -- TV 0' �WEATHER PROOF DUPLEX OUTLET AI I I I r 'FOR 1 VERIFY W/ OILIER �� LOGAtIO�I ■ $.I 'd`� FLOOR oUTLETTELEPHONE % I I I I I I I I JACK■ TELEVISION JACK -_ - --------- �i. �' ■ 0 CENTRAL VAC. HOSE OUTLET I ■ -' ------ _ _____ '�� �'` ' ■ WALL SWITCH OCEAN RM `; 1 I 3-WAY WALL SWITCH':- 4-WAY WALL SWITCH ■ ■LLU 01 El 111111110 ■ t+ ----� ■ \ ELEV. FAN ■ I I ____{lJ ■ DIMMER WALL SWITCH\� I PbWDER I X MOTION WALL SWITCH I 0 PUSH BUTTON SWITCH ;� '-`_-_---._;r- c �ANTRrr WALL OR CLG. MOUNTED FIXTURE ■ ;i _ ■ ■ I J. BOX JUNCTION B 0 X � ;� `_] r `--------- - `" T .` _ -_ _ _ l � I BALCONY I 6'-all ,q� I PULL CORD FIXTURE i ` BEDRM Ft 2 p RECESSED LIGHT FIXTURE f; I v.P. p VAPOR PROOF RECESSED FIXTURE `�``��`�- FLOURESCENT LIGHT FIXTURE L ONE �` ., : � �� ■ FLOOD LIGHTS ■ --_---------------- Q EXHAUST FAN nl KITCHEN CABON MONOXIDE DETECTOR & SMOKE DETECTOR COMBO i DINING RM ■ (T THERMOSTAT ■ !; ��- _ �` i QI IIIIAQI It 1 ; I DISPOSAIA SWICTW \ I ST SPRINKLER TIMER •- BAT 2 VP ; ; UNDER COUNTER INTERCOM W.I.C. u ID 1) F1 IiA ® SECURITY SYSTEM KEYPAD ■ CFI CFI CFI +01-511 1 ° 00 AS MOTION DETECTOR ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■110101,- 0 CHIME KITCWEN WOOD - DOOR ALARM SOUND WHEN OPNED ELECTRICAL NOTES== 2 SECOND LEVEL -ELECTRICAL CONTRACTOR SHALL VERIFY WITH FP&L THE LOCATION SERVICE 1/4 "=1'-�" AND SHALL LOCATE THE METER & PANEL AS REQUIRED. -ALL ELECTRICAL WORK TO CONFORM TO THE NATIONAL ELECTRICAL CODE -ALL OUTLET BOXES FOR RECEPTACLES, TV ANTENNAS, OR TELEPHONE JACKS IN RATED WALLS MUST BE METAL OR U.L. RATED FOR USE IN ONE HOUR CONSTRUCTION. (PROVIDE OPTIONAL CAT-5 HIGH SPEED DATA OUTLETS- ONLY PER OWNER REQUEST) -ALL BATHROOM AND GARAGE OUTLETS TO BE G.F.C.I. TYPE. - 20 AMP. CIRCUIT -ALL OPENINGS REQUIRED BY ELECTRICAL CONTRACTOR TO BE CLOSED TO MATCH FINISH AND FIRE RATED BY ELECTRICAL CONTRACTOR. POTAS!_E C*-W RATOR PLUC:48.E ORA3OVE RAIL —INSTALLATION HEIGHTS ABOVE FINISH FLOOR UNLESS OTHERWISE NOTED: 0- WALL HUNG TELEPHONE 56" AFF ■ ■ ■ I 1 ■ ■ ■ ■ ■ TELEPHONE JACKS 12" AFF lTr2i ' LIGHT SWITCHES 48" AFF � I. ,AIR A.C. ' RECEPTACLES 12" AFF II`` ' ENTR ' FOYER,. - -- - TELEVISION JACKS 12" AFF ; i 1 I —ALL NEW BRANCH CIRCUITS SHALL BE ARC —FAULT PROTECTED (NEC 210-12(B) �pG ® ■ —ELECTRICAL CONTRACTOR TO CONFORM WITH TELEPHONE CO. REQUIREMENTS FOR "` '-" �; `,`• ;''' - TELEPHONE EQUIPMENT INSTALLATION. AFFr I� 1 -COORDINATE ALL CONDUIT RUNS AND EQUIPMENT INSTALLATION WITH OTHER TRADES TO ■ ■ ■ ■ AVOID CONFLICTS PRIOR TO FABRICATION, INSTALLATION AND ERECTION. Io -8 ■ I \ I - ``+; ' -ELECTRICAL CONTRACTOR TO VERIFY ALL HVAC UNIT CONNECTIONS WITH HVAC ,4FF;i _ ; \ I \ I ■ ULTILITY RM ■ . UNIT CONNECTIONS WITH HVAC CONTRACTOR PRIOR TO INSTALLATION. ;,' 1 r \� O I -ALL METERS, METER CENTERS AND DISCONNECTS TO BE APPROVED BY FLORIDA ;;�'�" - - - - " �� POWER AND LIGHT. ` " - - ' -ALL SMOKE DETECTORS SHALL BE 110 VOLT, HARDWIRED TO DEDICATED CIRUIT - ■ BATTERY BACK-UP, INTER -CONNECTED, AND INTEGRAL WITH ALARM SYSTEM. `; GARGWARCst=R'uk �;_8" 41 �,. ■ `; BEACH TERRACE -ELECTRICAL CONTRACTOR SHALL NOT INSTALL OUTLET BOXES BACK TO BACK - ;ii THIS IS IN ORDER TO PREVENT SOUND TRANSMISSION BETWEEN ROOMS -ALL RECEPTACLES AND SWITCHES TO BE DECORA TYPE. (U.N.O.) + ' I -TAMPER RESISTANT RECEPACLES (NEC 406.12) ARE REQUIRE FOR DWELLING IN ALL �� ;' v GARAGE ■ I AREA AS SPECIFIC IN 2011 NEC210.52 ALL 125 VOLTS 15 & 20 AMP. RECEPTACLE ' i � i I - -` -- - - Q 1 ti Io' -8" AFF I •. Q �'-S" ,��. . � . . . . . . . . . . . -------------------------------------------------- ---- 1 1 . Dig ita I ly sig ned by U'L)'] ga Fernando R Prieto • r Pieto � 2020.12.18 -� ' 12:46:20-05'00V A 1 FIRST LEVEL // � /j 1 /4"=1'-0" Revisions: D.E.P. SUBMITAL 11-16-20 C.D. PROGRESS 12-01-20 PERMIT SET 12-17-20 c� w CD cn c� tFF �Q C o Q L1- z ~ o (D � U W Q U 00_j 0C)1, -IT U-) 1A 00 Oo N I LOLL 00 LO 0 0 0 N N 7 V) O PO z a� o C �L w o LL o_0 0 00 N N J M in W .. z Z LI LL Job Number: Design By: AC Revised By: FRP Date: NOVEMBER 2020 Sheet Number 11 THIRD LEVEL ELECTRICAL LEGEND TYPE 50 ,D, LOAD CENTER SERVICE 120 / 240 14 3W MOUNTINCs FLUSH POLES: 40 MAIN 5U5 200 AMPS NEUTRAL FULL MAINS M.L.O. A.I.C. 10p00 ELECTRICAL PANEL 'A' g ELECTRIC METER BRKR WIRE LOAD (W.) DESCRIPTION CKt! CKT.0 DESCRIPTION LOAD (W.) WIRE 5R R. 0 ELECTRIC PANEL hWE EJ A/C DISCOCT 40/2 +8 1,500 AJ4.0 9 W/ HEATSTRIP 1 2 A.G. COMPRESSOR 01 N //C '8 30/2 ® 240 VOLT RECEPTACLE 3 4 202 90 1200 INLINE WATER HEATER (GAS) 5 6 OVEN 5000 Y, 40/2 DUPLEX OUTLET DUPLEX OUTLET - HALF SWITCHED 8 20/1 *8 5500 GOOKTOP 3 1® WATERHEATER 4�✓00 0 25/2 W.P- � WEATHER PROOF DUPLEX OUTLET G r—L Q TELEPHONE JACK I 1 11 12 20/2 90 2500 DRYER 13 14 SUB-P'NL B 12,225 «y 60/2 � TELEVISION JACK OV CENTRAL VAC_ HOSE OUTLET 15 16 20/I 92 1200 WASHER 11 18 IRRIGATION PUMP 25M 012 25/2 34 WALL SWITCH 41`-' 3-WAY WALL SWITCH 20/1 92 1200 JACCUZI PUMP 19 20 34r 4-WAY WALL SWITCH 20A 92 O LAUNDRY LIGHTS 21 22 GF.I. RECEPT. O 94 20A -64R DIMMER WALL SWITCH 20A 92 [�2 CsFL_I. RECEPT. BATHROOMS 23 24 EXTERIOR LIGHTS 20/1 '12 Gr_.I_ RECEPT. OUTSIDE 25 26 DRYER 2500 9O 20/2 0 PUSH BUTTON SWITCH WALL OR CLG. MOUNTED FIXTURE 20A 92 GF.I. RECEM. OUTSIDE 21 28 20/1 92 1200 WASHER 29 30 SPARE EXTERIOR WALL MOUNTED FIXTURE J. BOX 1 {1"} JUNCTION BOX 20/1 @12 SPARE 31 32 SPACE PL.1L �, PULL CORD FIXTURE SPACE 31 38 RECESSED LIG44T FIXTURE 39 40 V.P. ❑ VAPOR PROOF RECESSED FIXTURE NOTES: N/C = NON CONCURENT A/C LOADS FLOURESCENT LIGHT FIXTURE 4cf 11 FLOOD LIGHTS O EXHAUST FAN TYPE 50 D, LOAD CENTER MAIN BUS h0 AMPS O SMOKE DETECTOR SERVICE 120 / 240 14- 3W NEUTRAL FULL MOUNTING FLUSH MAINS M.L.O. OT THERMOSTAT POLES: 40 A.I.G. 10000 bt SPRINKLER TIMER INTERCOM SUR - PANEL 5 (GENERATOR PANED BidGR WIRE LOAD (W.) DESCRIPTION CKT! CKT! DESCRIPTION LOAD (W.) WIRE 15RKR. ® SECURITY SYSTEM KEYPAD MOTION DETECTOR 20A 92 0 GF.I. RECEM. GARAGE 1 2 CsFL_L RECEPT. BATHROOMS O2 92 20/1 15/I 014 M. BEDROOM 3 4 BEDROOM •2 94 15/I 0 CHIME M. BEDROOM 5 6 5EDROOM 02 CA50N MONOXIDE DETECTOR M. 5ATH LIGHTS 1 a BEDROOM 03 AND SMOKE DETECTOR COMBO M. BATH LIGHTS g 10 BEDROOM 03 KITCHEN LIGHTS 11 12 LIVING ROOM 20A 92 1200 REFRIGERATOR 13 14 LIVM ROOM 20/1 012 1200 DISHWASHER 15 16 DISPOSAL 1200 92 20/1 20A 92 1200 GARAGE DOOR OPENER 11 18 MICROWAVE 1200 92 30/1 20/1 92 SPARE 19 20 SPARE 40/2 +r8 1,500 A.HL 02 W/ HEATSTRIP 21 22 A.C. COMPRESSOR 42 N0 /0G 48 30/2 23 24 0 SPACE 25 26 SPACE 21 28 23 30 `i i 10 ALL BEDROOM CIRCUITS SHALL 5E ARC -FAULT PROTECTED (NEC 210-12(5) O2 GEN LIGHTING ( 3000 SF a 3111/5F) = 5000 W. (GEN LIGHTING INCLUDING GARAGE, PATIO AND BALCONI') LOAD CALCULATIONS 1st 10.0 KW. a 10050 REMAINING KW. a 4090 A/C HEAT STRIP a 6550 10.0 6.0 12.15 213,150 KW. 3-02/0 COPPER IN 2" PVC MAIN EW.R DK200 COMBO 200 AMP METER MAIN FEED THROUGH LUGS NEUTRAL 3 DAC_ 9 AHu 9 IRRG I�GG�u M; 6 D" � F"L'—'J a BLANK BLANK 10 FILTER zzmmro AIG UNDEWSROUND TO FP4L TIE-IN LOCATION 04 COPPER GROUND TO 5/Sx8' GROUND ROD 4 COLD WATER PIPE 4 FOUND_ STEEL Digitally signed b NOTE: g y g y ALL FIXTURES IN CLOSETS Fernando TO COM Y W1 N C 410-5 Fernando R Prieto COMPLY � 2020.12.18 ELECTFP..,ICALPr•eto 12:47:20 -05 00 w G14 GENERAL NOTES 266$0 240 V. = 11130amp_ 2% 1111 ft NEUTRAL IN 3/4" P-V_C. 200 AMP PNL 100 AMP SUB ,4 PNL B Revisions: D.E.P. SUBMITAL 11-16-20 C.D. PROGRESS 12-01-20 PERMIT SET 12-17-20 c� w W W W CD 0 cn c� tFF Q C > o Q LL- z ~ o o LU U I— LJ Q U 00 - OO 00 00 cV I LO 00 0 0 N w Z) V) O r) Z r`' w o -o C �L w o Q EL O O r 00 w N M o [V J G M 6 W Z a z w LL Job Number: Design By: AC Revised By: FRP Date: NOVEMBER 2020 Sheet Number FAMEW.2 11