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HomeMy WebLinkAboutBuilding PlansABBREVIATIONS ABV. ABOVE H.C. HOLLOW CORE R.O. ROUGH OPENING ACOUS. ACOUSTICAL HDWD. HARDWOOD RWD. REDWOOD ADJ. ADJUSTABLE HDWE. HARDWARE R.W.L. RAIN WATER LEADER AL. ALUMINUM HGT. HEIGHT S.C. SOLID CORE APPROX. APPROXIMATES HORIZ. HORIZONTAL SCHED. SCHEDULE BD. BOARD I.D. INSIDE DIAMETER SHT. SHEET BLDG. BUILDING INCAND. INCANDESCENT SIM, SIMILAR BLK BLOCK INSUL. INSULATION SQ. SQUARE BOT. BOTTOM : INT. INTERIOR SST. STAINLESS STEEL CAB. CABINET JT. JOINT STD. STANDARD CER. CERAMIC LAM. LAMINATE STL. STEEL C.I. CASTIRON LAV. LAVATORY STOR. STORAGE CLR. .CLEAR LOC. LOCATION STRUCT. STRUCTURAL COL. COLUMN MAX. MAXIMUM SUSP. SUSPENDED CONC CONCRETE MECH.. MECHANICAL SYM SYMMETRICAL CONN. -CONNECTION MET. METAL T.C. TOP OF CURB CONT. CONTINUOUS MFR. MANUFACTURER TEL. TELEPHONE CTSK COUNTERSUNK MIN. MINIMUM T&G TONGUE AND GROOVE DECOR. DECORATIVE MISC. MISCELLANEOUS THK THICK DEL DETAIL M.O. MASONRY OPENING T.O.C. TOP OF CHIMNEY D.F. DOUGLAS FIR MTD. MOUNTED T.O.FR. TOP OF FRAMING DIA DIAMETER MUL MULLION T.O.L. TOP OF LEDGER DIM, DIMENSION N.I.C. NOT IN CONTRACT T.O.P. TOP OF PLATE ON. DOWN NO. NUMBER T.O.PL. TOP OF PLATE D.S. DOWNSPOUT N.T.S.— NOT TO SCALE TYP. TYPICAL. DWG. DRAWING O.A. OVERALL U.O.N. UNLESS OTHERWISE ' EA. EACH OBS. OBSCURE NOTED EL ELEVATION. O.C. ON CENTER VERT. VERTICAL '.. ELEV. ELEVATOR O.D. OUTSIDE DIAMETER VEST.. VESTIBULE ELEC. ELECTRICAL OFF. OFFICE V.G.D.F. VERTICALGRAIN EQ. EQUAL OPNG, OPENING W/ WITH EXH. EXHAUST. OPP. OPPOSITE. W/O WITHOUT EXP. EXPANSION PL. PLATE W.C. WATER CLOSET EXT. EXTERIOR PLAS. PLASTER WD. WOOD EXIST. EXISTING PLYWID PLYWOOD WDW. WINDOW F.F. FINISH FLOOR PR, PAIR W.H. WATER HEATER FLASH. FLASHING PRCST. PRECAST WSCT. WAINSCOT FLUOR. FLUORESCENT P.T. PRESSURE TREATED WT. WEIGHT FT. FOOT/FEET PTN. PARTITION. SYMB SYMBOLS - FTG. FOOTING Q.T. QUARRY TILE AND GA. GAUGE RAD. RADIUS ANGLE GALV. GALVANIZED REINF REINFORCE AT GL GLASS REQ.. REQUIRED CENTER LINE GR. GRADE RM. ROOM DIAMETER OR ROUND GYP. GYPSUM # POUND OR NUMBER H.B. HOSE BIBB pDODD4 4OLafD ARCHITECT: - RANDALLSTOFFTARCHITECTS 42 NORTH SWINTON AVE., SUITE 1 DELRAY BEACH, FL 33444 561-243-0799 (T) CONTACT: GARY STOFFT EMAIL: gary@stoift.com STRUCTURAL ENGINEER AGSTEN ENGINEERING 3000 FLORIDA BLVD., SUITE 206 DELRAY BEACH, FL33483 TEL. 561-272-5012 FAX 561-243-6401 CONTACT: ROBERT AGSTEN ICO)U @3� tr�r,`aP- MIN ®II I llmwll__IMMI III # _ 1111 # 111 4 Ilj a o uI p DCn�D4G�OC���OD] DD4DD9 DOC��'DD4�ODD LaD1D C��DD ° � I� COC�D�G3DOJ�D�D ARCHITECT'S STATUS: EARTH WORK:_ TRUSSES: ROUGH CARPENTRY: TIMBER A. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OR A. PERFORM ALL WORK IN CONFORMANCE WITH THE FINAL SOILS, COMPACTION AND GEOLOGICAL REPORTS A. THE TRUSS LAYOUT SHOWN ON CONSTRUCTION DOCUMENTS IS SCHEMATIC IN A. ALL BEAMS INSTALLED MATH CROWN UP UNLESS OTHERWISE NOTED. CANTILEVERED A. STRUCTURAL TIMBER TO BE SOUTHERN PINE #2 MIN. STRESS GRADE LUMBER U BER OR CHARGE OF CONSTRUCTION MEANS METH TECHNIQUES,R METHODS, O NATURE. HOWEVER THE SUPPORTING T S O G SUPERSTRUCTURE HAS BEEN DESIGNED UNDER G BEAMS SHALL BE INSTALLED NS LLED WITH CROWN DOWN.. APPROVED EQUAL. THE MIN. A OU ALLOWANCE PROPERTIES AREAS FOLLOWS: PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH B. FOUNDATIONS SHALL MONOLITHIC OR SPREAD FOOTINGS BASEDSHALL THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN. WILL CLOSELY PARALLEL THE ' FB =TEA PSI FV = 90 PSI E = 1,600,000 PSI AND PRESSURE TREATED FOR USE AGAINST THE WORK AND HE OR SHE WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE C 00 BEARING CAPACITY OF 2500 PSF. FINAL WRITTEN VERIFICATION SHALL BE SENT TO THE VERIFICATION BE SENT FINAL TRUSS MFG. LAYOUT. THIS FRAMING OU S RAM NG SCHEME DIRECTION OF TRUSSES MAJOR ( O B. 3" MINIMUM BEARING BY BEAMS AND GIRDERS ON MASONRY OR CONCRETE. CONCRETE AND MASONRY. TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE OWNER AND ARCHITECT PRIOR TO THE START OF CONSTRUCTION. BEARING POINTS, ETC.). CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM ARCHITECT SHALL NOT BER RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER THE ACTS E CO 0 C THE PRIME PROFESSIONAL OF RECORD WH CO O MUST REVIEW PROPOSED CHANGES AND C. PROVIDE 4"X4" POSTS R 2 2"X4" 0 STUDS MINIMUM UNDER AL BEAM AN O L S D HEADERS B. ALL TIMBER AND TIMBER CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND OR OMISSIONSOF.THE CONTRACTOR, SUBCONTRACTORS OR ANY OF THEIR AGENTS OR C. AFTER STANDARD CLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, MAKE STRUCTURAL REVISIONS ACCORDINGLY. FINAL SIGNED AND SEALED ENGINEERING UNLESS OTHERWISE NOTED. � CODES ASPECIFIED BELOW EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES. TRUSS DRAWINGS MUST BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, TIMBER CONSTRUCTION MANUAL; CODES: D. POURING OF FOUNDATION. D. ALL SUB -SILLS, OVER 8'-0" IN LENGTH SHALL BE DOUBLE 2"X4"S. NATIONAL FOREST PRODUCTS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR . SOIL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR (ASTM D1557) TO A DISTANCE WOOD CONSTRUCTION; AMERICAN PLYWOOD ASSOCIATION, PLYWOOD DESIGN OF 5 FEET BEYOND ALL BUILDING EDGES. AT LEAST ONE FIELD DENSITY TEST SHALL BE B. WOOD ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR BY A E. DOUBLE 2"X4"S, SPIKED TOGETHER w/ 16d'S @ 5" O/C STAGGERED MAY BE USED IN LIEU SPECIFICATION; AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS' NATIONAL A. ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE P RFG PERFORMED EACH 2500 SQUARE FEET OF AREA. DENSITY TESTS I ES S ARE TO BE MADE 12LS PROFESSIONAL SPECIALTY EN I EER R N REGISTERED IN THE STATE OF FLORIDA. TRUSS F 4"X " O 4 POSTS WHERE CONTAINED WITHIN WALLS UNLESS SPECIFICALLY NOTED. LUMBER MANUFACTURERS ASSOCIATION,. NATIONAL DESIGN SPECIFICATION FOR STRESS CONSTRUCTION OF THE PROJECT, INCLUDING ALL APPLICABLE STATE, CITY AND COUNTY INCHES BELOW THE COMPACTED SURFACES. RESULTS OF PROCTOR TESTIS)AND FIELD FABRICATOR TO PROVIE PRE -FABRICATED HANGERS AS REQUIRED. OTHERWISE ON PLANS. GRADE LUMBER AND ITS FASTENINGS. BUILDING, ZONING, ELECTRICAL, PLUMBING, LIFE SAFETY AND FIRE CODES. CONTRACTORO DENSITY TEST(S)SHALL BE FURNISHED T TH AR E ARCHITECT/ENGINEER. - SHALL VERIFY ALL CODE REQUIREMENTS AND BRING ANY DISCREPANCY BETWEEN THE C. DESIGN FABRICATION AND INSTALLATION F A H T O WOOD TRUSSES NDS SHEET METAL F. ALL LUMBER IN DIRECT CONTACT WITH STEEL OR CONCRETE SHALL BE PRESSURE C. ALL TIMBER CONNECTIONS ARE TO BE MADE USING PREFABRICATED CONNECTORS. - CODES AND THE CONSTRUCTION DOCUMENTS TO THE ATTENTION OF THE ARCHITECT. E. FILL SHALL BE CLEAN, WELL GRADED SAND, CLASSIFICATION SW PER ASTM D2487-69 CONNECTORS SHALL BE IN. ACCORDANCE WITH THE FOLLOWING STANDARDS. TREATED, HAVE AN APPROVED SEPARATING MATERIAL OR HAVE A GALVANIZED ANCHOR TOE NAILING WILL NOT BE PERMITTED. SUBMIT MANUFACTURER'S DATE FOR APPROVAL. (75) WITH LESS THAN 12% PASSING 200 SIEVE. FILL MATERIAL SHALL BE PLACED IN LIFTS SEAT. FASTENERS TO BE AS MANUFACTURED BY USP OR SIMPSON. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS OF NOT MORE THAN 12" AND .COMPACTED AS ABOVE.- D. DESIGN SPECIFICATIONS FOR METAL. PLATE CONNECTED WOOD ROOF TRUSSES PER FOR REINFORCED CONCRETE AC1318-14 EDITION). AMERICAN INSTITUTE OF STEEL F TERMITE PROTECTION SHALL BE IN ACCORDANCE WITH SECTION 1816 OF THE FL TPI 1-2014; DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED PARALLEL CHORD TRUSSES PER PCT BW HANDLING, RESTRAINING AND BRACING OF. METAL G. BUILDING PAPER: FEDERAL SPECIFICATIONS UU-B-790. INSTALL UNDER ROOFING AND TRIM AND CAREFULLY APPLY TO A WATERTIGHT MEMBRANE. EACH COURSE D. LUMBER USED FOR LOAD SUPPORTING SHALL HAVE GRADE G D MARKS COMPLYING WITH CONSTRUCTION) AISC ASD/13th EDITION. BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES ACI 530-13/ASCE 5-13/TMS 402-13 . BUILDING BUILDING CODE 2017. PLATE CONNECTED WOOD TRUSSES PER BCSI 2013 EDITION ES PER BCSI2, E O REFORM OF PAPER SHALL OVERLAP THE COURSE BENEATH IT 6" MINIMUM. WHERE PAPER MEETS AND PROCEDURES AND AGENCIES APPROVED BY US PROCEDURE PS 20-94. CODE REQUIREMENTS AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD - CONCRETE: ANY OPENING, THE PAPER SHALL BE CAREFULLY LAPPED OVER THE FRAME TO PREVENT THE PASSAGE E. PLYWOOD: PRODUCT STANDARD PS-1-73 AND RULES FOR DFPA GRADE TRADEMARKS CONSTRUCTION (ANSI/NFOPA NDS-2015). OF WATER. BEHIND THE FRAME. INSTALL SILKA KRAFT PAPER AT EXTERIOR OF AMERICAN PLYWOOD ASSOCIATION. CONCRETE UNIT MASONRY: DOORS AND WINDOW FRAMES. B. THESE PLANS AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY A. GENERAL: ALL CONCRETE WORK SHALL CONFORM TO ALL RECOMMENDATIONS AND F. MARKING: WOOD AND LUMBER SHALL BE MARKED WITH ITS GRADE AND PLYWOOD REQUIREMENTS Of THE FLORIDA MODEL ENERGY CODE. CONTRACTOR SHALL REQUIREMENTS OF ACI. 318-14. Q A. THIS PROJECT IS DESIGNED A ENGINEERED S G EERED UNIT MASONRY. STRUCTURAL.DE I DESIGN H. ALL BEARING PARTITIONS SHALL 10 S S L BE SECURED TO ADJACENT PARTITIONS, C R ONS AND SHALL WITH IT GRADE TRADEMARK IN S G AD ACCORDANCE MATH THE REFERENCED E CED STANDARDS. A FA FAMILIARIZE HIMSELF WITH THE GOVERNING IN ITS AND BUILD SHALL BE IN ACCORDANCE WI H ACI 530-1 /A -1 ! T 3 SCE 5 3 TMS 402-13 BUILDING CODE HAVE AT LEAST A DOUBLE P T U STUD OS AT ALL ENDS CORNER AN S D EACH SIDE OF ALL PIECE DEFECTS HA ECE WITH DEF C S SHALL NOT BE USED REGARDLESSF R O GRADING. ACCORDANCE WITH ALL PROVISIONS OF THIS CODE. B. PORTLAND CEMENT: ASTM C-150 TYPES I OR II. IOW ALKALI ILL TESTED M S STED AND CERTIFIED. USE TYPE V CEMENT FOR SOIL CONTAINING SULFATE CONCENTRATIONS OF REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON BUILDING CODE WINDOW AND DOOR OPENINGS PERMITS: MORE THAN 0.2 PERCENT. REQUIREMENTS FOR MASONRY STRUCTURES. I. ROOF SHEATHING: 19/32" THICK STANDARD PLYWOOD SHEATHING, EXTERIOR GLUE, C-D G. EXTERIOR PLYWOOD SHEATHING SHALL BE GROUP I STANDARD XT- EXT-DFPA, (C-C) EXT-DFPA, STRUCTURAL I (C-D) EXT-DFPAOR STRUCTURALi (C-C) EXT-DFPA C. WATER: FROM DOMESTIC SOURCES, CLEAN, POTABLE, AND FREE FROM ALL ORGANIC. B. REINFORCING STEEL; LAP REINFORCING NOT LESS 48 BAR DIAMETERS AT SPLICE GRADE, 4 PLY; INDES 2410, APA GRADE TRADEMARKED, APPLY WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND STAGGER JOINTS DOORS AND WINDOWS: A. THE CONTRACTOR SHALL BE. RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING OR OTHER DELETERIOUS MATERIALS. IN WALL REINFORCING. LAP HORIZONTAL REINFORCING A MINIMUM OF 18" AROUND AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS D. AGGREGATES: ASTM C-33 FOR SLABS ON GRADE. CORNERS. HORIZONTAL BARS SHALL BE TIED TO VERTICAL BARS AS THE WORK PROGRESSES AND SHALL BE EMBEDDED IN GROUT. PLACING OF HORIZONTAL E J. HANGERS, FRAMING ANCHORS AND FASTENERS: STAMPED AMD FABRICATED STEEL OF A. DOOR OPENINGS BETWEEN THE GARAGE AND DWELLING TO BE SOLID CORE NOT LESS CONDITIONS: REINFORCING IN JOINTS OR MORTAR WILL NOT BE PERMITTED EXCEPT FOR WIRE JOINT THE TYPE INDICATED, NAILS TO BE THOSE FURNISHED OR RECOMMENDED BY MANUFACTURER FOR THIS SPECIFIC USE. NAILS SHALL. BE FULLY DRIVEN IN ALL HOLES IN THAN i�" THICK OR BE INCOMPLIANCE WITH FBC 716.5.3 WITH A FIRE PROTECTION RATING .JOB . E. SAND: ASTM C-33 FOR SLABS ON GRADE. REINFORCING. THE ANCHOR, ALL HANGERS AND ANCHORS SHALL BE GALVANIZED:. NOT LESS THAN 20 MINUTES. DOORS SHALL BE SELF CLOSING AND SELF LATCHING. A. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTAL OF BID AND ! F. FOUNDATIONS: INSTALL AS INCLUDED IN THESE DWG'S OR AS AMENDED BY THE FINAL C. FOUNDATION DOWELS: SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL TO 6 K. IN FLOOR AND CEILING ASSEMBLIES NOT TO EXCEED 1,000 S/F. IN IS B. DOORS CONTAINING GLAZING MATERIAL NOT GREATER THAN 9 SQUARE FEET IN OR CONTRACT NEGOTIATIONS. AND HE SHALL VERIFY EXISTING CONDITIONS WITH THE SOILS REPORT. VERTICAL TO ALIGN WITH BLOCK CORE. ATTICS FOR AREAS OVER 3,000 S/F SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY I AND SHALL BE CAPABLE CONSTRUCTION DOCUMENTS. DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS OF WITHSTANDING A 150 FOOT-POUND IMPACT TESL SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN WRITING FOR CLARIFICATION. G. VAPOR BARRIER: BENEATH SLABS TO BE 6 MIL. POLYETHYLENE. D. CLEAN OUT OPENINGS SHALL BE PROVIDED AT BOTTOM OF GROUTED CELLS. SEAL L. FIRE -BLOCKING: INSTALL IN CONCEALED SPACES BOTH VERTICAL AND HORIZONTAL, BIDS SHALL NOT BE SUBMITTED OR CONSTRUCTION CONTRACTS NEGOTIATED BY THE H. CONCRETE SHALL BE READY MIX & HAVE A. MINIMUM COMPRESSIVE STRENGTH OF AFTER CLEANING AND INSPECTION. .SUCH AS BUT NOT LIMITED TO, STUD WALLS, FURRED SPACES, SOFFITS, DROP CEILINGS, C. DOORS, BATH &SHOWER ENCLOSURES AND SLIDING G GLASS DOORS CONTAINING CONTRACTOR PRIOR TO CLARIFICATION OF THE INTENT OF THE CONSTRUCTION 4,000 PSI AT 28 DAYS -EXCEPTION PILINGS SHALL BE 5.000 PSI. ALL CONCRETE WORK COVES, STAIR STRINGERS (TOP AND BOTTOM) OPENINGS VENTS, PIPES, DUCTS, GLAZING MATERIAL GREATER THAN 9 SQUARE FEET IN SURFACE AREA SHALL BE DOCUMENTS WHERE SUCH INTENT IS IN DOUBT. BACK CHARGES WILL NOT BE ACCEPTED.. SHALL COMPLY W/ THE REQUIREMENTS OF THE ACI BUILDING CODE (ACI 318-14) THE ACI E. MASONRY UNITS SHALL BE ASTM C-90 TYPE II WITH MINIMUM COMPRESSIVE STRENGTH .FOR CHIMNEYS, FLOOR JOISTS OR TRUSSES. CLASSIFIED AS CATEGORY II AND SHALL BE CAPABLE OF WITHSTANDING A 400 DETAILING MANUAL (ACI 315/LATEST EDITION), AND THE SPECS. FOR STRUCTURAL OF Y900 PSI ON NET AREA OF INDIVIDUAL UNITS. ALL CMU SHALL BE LAID IN A FULL BED OF FOOT-POUND IMPACT TEST B. DIMENSIONS AND NOTES SHALL TAKE PRECEDENCE OVER SCALE AND GRAPHICS. DO CONCRETE FOR BUILDINGS (ACI 301/LATEST EDITION). CONCRETE COVER FOR MORTAR IN RUNNING BOND U.N.O. ALL REINFORCING STEEL SHALL BE MANUFACTURED SHOP DRAWINGS: .NOT SCALE DRAWINGS. REINFORCING STEEL SHALL BE AS REQUIRED BY THE LATEST ACI SPECIFICATIONS. FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 GRADE D. THE GLAZING IN SLIDING AND SWINGING DOORS AND IN SHOWER OR TUB ENCLOSURES, WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A-185, UNLESS OTHERWISE SPECIFIED. 60. INCLUDING ANY GLAZING WITHIN 60 INCHES OF THE FINISHED FLOOR IN WALLS C. IF WORK IS BEING PERFORMED IN AN EXISTING BUILDING AND / OR. AS AN ADDITION OR PLACE FABRIC 2" CLEAR FROM TOP OF THE SLAB IN SLAB ON GRADE LAP ALL W WF A A. THE CONTRACTOR SHALL SUBMIT THREE COPIES OF ALL SHOP DRAWINGS, ALL SURROUNDING TUB & SHOWER ENCLOSURES SHALL BE SAFETY GLAZED FOR CATEGORY 11 ALTERATION(S) TO AN EXISTING BUILDING, THE CONTRACTOR SHALL VERIFY ALL EXISTIN MINIMUM OF 6 INCHES U.N.O. ALL REINFORCING STEEL SHALL BE MANUF. FROM HIGH F F. MORTAR SHALL BE TYPE S!N ACCORDANCE WITH ASTM SPECIFICATION C-270. WITH FABRICATED ITEM A S AND EQUIPMENT FOR REVIEW PRIOR FABRICATION 1 CT GLAZING PRODUCTS. CONDITIONS WITH REFERENCE TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 GRADE 60. LAPALL A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. NO TESTING FOR MORTAR AND COMMENCEMENT OF THE WORK. ELECTRICAL SYSTEMS. ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND BARS MINIMUM 48 DIA. U.N.O. ON DRAWINGS. ALL HOOKS SHOWN IN REINFORCEMENT STRENGTH IS REQUIRED FOR THIS PROJECT. : E. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN SHALL BE ACI RECOMMENDED HOOKS U.N.O. B. CABINET SUPPLIER SHALL PROVIDE SHOP DRAWINGS. SHALL BE SAFETY GLAZING WHERE THE GLASS OR MIRRORS ARE LESS THAN 60" ABOVE WRITING PRIOR TO THE SUBMISSION OF BIDS OR CONTRACT NEGOTIATIONS. THE G. GROUT SHALL BE A HIGH SLUMP MIX (8"-11") IN ACCORDANCE WITH ASTM THE FLOOR OF THE TUB OR SHOWER. CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK BY TRADES, SUPPLIERS, REINFORCING STEEL: SPECIFICATION C-476 HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. NO. C. WINDOW AND. DOOR SUPPLIER SHALL PROVIDE SHOP DRAWINGS SUBCONTRACTORS AND OTHER PROVIDERS TO INSURE THAT THE WORK, WHEN TESTING FOR GROUT STRENGTH IS REQUIRED FOR THIS PROJECT.. F. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF COMPLETED WILL BE IN ACCORDANCE WITH THE INTENT F THE O E p. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS SET FORTH IN THE "MANUAL OF SECTION AND DETAILS TOOLS. THEY SHALL PROVIDE A CLEAR OPENING O EN NG OF NOT LESS 20" WIDE, 24" HIGH AND 5.7 DOCUMENTS. STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" PUBLISHED H. PROVIDE 9 GAUGE HORIZONTAL JOINT REINFORCEMENT (LADDER TYPE ONLY) AT SQUARE FEET MINIMUM AREA. THE BOTTOM OF OPENING SHALL NOT BE MORE THAN 441, BY THE AMERICAN CONCRETE INSTITUTE, EXCEPT WHERE MORE EXACTING EVERY SECOND COURSE FOR ALL EXTERIOR WALLS. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE ABOVE FLOOR AND LATCH AT 54" ABOVE FLOOR (MAX). D. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL AND REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS. TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE U.N.O. NON-STRUCTURAL MEMBERS DURING CONSTRUCTION, 1. ALL CONCRETE MASONRY BEARING AND SHEAR WALLS MUST BE INSPECTED BY A G. WINDOW UNITS SHALL DISC. LABELS SHOVING COMPLIANCE WITH THE FL ENERGY B. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL. QUALIFIED ENGINEER JUST PRIOR TO POURING OF THE FOUNDATION 1ST & 2ND FLOOR TIE CODE. * SLAB ON. VAPOR BARRIER 2" (ELEVATED 1 Yz") BEAMS. CONSTRUCTION, SHALL BE IN ACCORDANCE WITH THE "SPECIFICATION FOR THE PLUMBING FIXTURES: WORK NECESSARY TO COMPLETE CONSTRUCTION: * BEAMS AND COLUMNS 1 112 " DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY" PUBLISHED BY THE H. ALL NEW SINGLE-FAMILY HOUSES, DUPLEXES, TRI-PLEXES, CONDOMINIUMS AND * FORMED. CONCRETE BELOW GRADE 2" NATIONAL CONCRETE MASONRY ASSOCIATION. TOWNHOUSES SHALL PROVIDE AT LEAST ONE BATHROOM, LOCATED WITH MAX. POSSIBLE A. IT IS THE PURPOSE OF THESE PLANS AND SPECIFICATIONS TO DESCRIBE A COMPLETE * UNFORMED BELOWGRADE 3" A. ALL SHOWER HEADS SHALL HAVE ANTI -SCALDING PROTECTION PRIVACY, WHERE BATHROOMS ARE PROVIDED ON HABITABLE GRADE LEVELS, WITH . AND FINISHED PROJECT OTHER THAN ITEMS MARKED "N,I.C" (NOT IN CONTRACT) ' FOOTING 3"CLEAR AT BOTTOM &.SIDES 2"CLEAR OF TOP ' STRUCTURAL STEEL: DOOR THAT HAS A MIN. 29"CLEAR OPENING. WALLS 2" CLEAR OUTSIDE FACE, 1 1/2" CLEAR INSIDE CLEAN UP / REPAIR( ' SLABS 3/4" CLEAR AT TOP (INTERIOR), 1 Yz"CLEAR AT TOP (EXTERIOR) * BEAMS 1 1/2" CLEAR TO STIRRUPS ,y. A. WORKMANSHIP: WORK. SHALL COMPLY WITH A.I.S.C. LRFD 13TH EDITION, UNLESS MORE- THERMAL MOISTURE PROTECTION: `COLUMNS 1 1/2" CLEAR TO TIES EXACTING REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS. ' A. THE CONTRACTOR SHALL MAINTAIN THE PREMISE CLEAN AND FREE OF ALL TRASH, DEBRIS, AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, PAINT C. REINFORCING MESH: ON -GRADE BUILDING BLABS SHALL BE ACI-318 ELECTRICALLY B: ALL STRUCTURAL STL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH A. INSULATION: INSULATION SHALL BE PROVIDED AND INSTALLED PER FBC 2017 ENERGY CONSERVATION CODE. PRESCRIPTIVE REQUIREMENTS INCLUDE: OVER -SPRAY, ETC. ALL FIXTURES, EQUIPMENT, GLAZING FLOORS, ETC. SHALL BE LEFT WELDED WIRE FABRIC, SIZES AND GAUGES AS SHOWN ON THE DRAWINGS. THE LATEST AISC CODE,I STRUCTURAL. STEEL SHALL CONFORM TO ASTM SPECIFICATION MINIMUM OF R-30 CLG INSUL IN CLIMATE ZONE 1, R-38 CLG INSUL IN CLIMATE ZONE 2. CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. D. GENERAL BEAM NOTES: A36. ALL STEEL TUBING & PIPE SHALL CONFORM TO ASTM SPECIFICATION A-500 GRADE B (FY=46KSI). ALL STEEL TO HAVE A SHOP COAT OF RUST INHIBITIVE MASONRY WALLS A MINIMUM OF R-4 IN CLIMATE ZONE 1, R-6 IN CLIMATE ZONE 2. PAINT. ALL SHOP AND FRAME WALLS A MINIMUM OF R-13 IN BOTH CLIMATE ZONE 1 & 2. B. THE CONTRACTOR SHALL REPAIR AND / OR REPLACE All ITEMS DAMAGED BY THE 1) SCHEDULE HOOPS OR STIRRUPS SHALL BE. PLACED AT EACH END OF BEAM U.N.O. FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED, AS DESCRIBED IN VERIFY REQUIRED INSULATION VALUES TO BE INSTALLED AGAINST FBC ENERGY PROCESS OF CONSTRUCTION AND SHALL FINISH ALL PATCHWORKS AND REPAIRS TO 2) BUNDLE ALL STIR. BEAM TOP BARS IN PAIRS OVER SUPPORT W/ TOP BARS FROM ADJ. "AMERICAN WELDING SOOIETY'S STANDARD QUALIFICATION PROCEDURE" (ASW D1.1), TO CONSERVATION ENERGY CALCULATIONS AS SUBMITTED. MATCH ADJACENT AREASAND SURFACES. BEAMS,. 3 .ALL TIE BEAMGDIASHALL EXTEND INTO PA F O SPAN O ANY ADJ. STIR. BEAM PER PERFORM THE TYPE OF rORK REQUIRED. ALL STEEL WELDING RODS SHALL BE E70XX ELECTRODES. STANDARD ASTM BENDING DIAGRAM. - B. ROOF /TILE: TILE SHALL BE AS SHOWN ON DRAWINGS AND AS SELECTED BY CLIMATE &GEOGRAPHIC DESIGN CRITERIA: 4) TIE DEPTHS ARE MIN. AND MAY BE INCREASED (8"MAX.) TO FIT BLOCK WORK AND ! ARCHITECT/DE§IGNER. INSTALLATION SHALL BE PER MANUFACTURER'S WINDOW AND HEADS. S WA DOOR RECOMMENDATIONS AND FLORIDA BUILDING CODE 2017. AT THE COMPLETION OF THE A. PER R301.2. TO DAMAGE FROM' C-RASSIFIEDA 5) DROP BOTTOM OF TIE BEAMS, AS REQUIRED, BOTTOM &DOOR HEADS (28" MAX. BEAM WORK, THE CONTRACTOR SHALL FURNISH A ROOFERS WRITTEN GUARANTEE WEAT017 HERING S'NELE WEATHERING IS CLASSIFIED AS'NEGLIGIBLE'. TERMITE DAMAGE IS CLASSIFIED AS'VERY TERMITE 8"WINDOW DEPTH) &ADD 2 #5 BOTTOM, IF DROP EXCEEDS 8" U.N.O. ON PLANS. .COVERING WORKMANSHIP. MATERIAL MANUFACTURERS GUARANTEE FOR REPLACEMENT HEAVY'. SEE ADDITIONAL NOTES UNDER EARTHWORK 6) ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6" MIN. INTO OF THE SAME AT NO COST TO THE OWNER WITHIN WARRANTEE PERIOD. SUPPORT U.N.O. D0000 P&HI MUSE °D BUILDING CLASSIFICATION: CODE EDITIONS: TWO STORY SINGLE FAMILY RESIDENCE Florida Building Code (FBC) 2017 FBC 2017 CHAPTER 3, GROUP R-3OCCUPANCY National Electrical Code (NEC) 2014 TABLE 503CONSTRUCTION TYPE V-B WIND LOADS AS PER FBC 2017 EDITION AND ANSI/ASCE 7-10 THE FOLLOWING DESIGN PARAMETERS ARE REPEATED FROM THE STRUCTURAL DRAWINGS(SEE STRUCTURAL PLANS FOR ADDITIONAL STRUCTURAL NOTES/DESIGN PARAMETERS) CODE EDITION: FLORIDA BUILDING CODE 2017 BUILDING DESIGNED AS: ENCLOSED, RIGID WIND EXPOSURE CLASSIFICATION: D WIND SPEED DESIGN: 170 mph Vult INTERNAL PRESSURE COEFFICIENT +-0.18 Kd 0.85 MEAN ROOF HEIGHT SHUTTERS:. ':. NO IMPACT RESISTANT ASSEMBLY: . YES IS A CONT. LOAD PATH PROVIDED YES COMPONENT & CLADDING YES THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-14, 315-11, LRFD). (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) AISC LRFD 13th EDITION. BUILDING CODE REQUIREMENTS AND SPEC'S FOR MASONRY STRUCTURES (ACI 530-11/ASCE 5-05/TMS 402-11). BUILDING CODE REQUIREMENTS AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION (ANSI/NFOPA NDS-2012, ASD, AF&PA). RESIDENTIAL CO©E INF©RMATION' ALL RESIDENTIAL CONSTRUCTION SHALL COMPLY WITH SEVEN VOLUMES OF THE FLORIDA BUILDING CODE 2017 EDITION. THE CODE IS COMPILED WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE ADOPTED BY REFERENCE. THE NATIONAL ELECTRICAL CODE IS REFERENCED STANDARD NFPA-70. RESIDENTIAL POOL SAFETY ACT - CHAPTER 45 OF THE 2017 FBC RESIDENTIAL ,ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL MEET THE REQUIREMENTS OF RESIDENTIAL POOL SAFETY ACT SECTION R4501.17.1.9. THE G.C. IS TO VERIFY THAT ALL ACCESS TO THE POOL AREA MEET THE SWIMMING POOL SAFETY ACT. D� �DOC� �ODC�D Do P O N N N hr W co F Of W o A001 COVER SHEET A101 SITE PLAN A200 GARAGE LEVEL FLOOR PLAN A201 1 ST FLOOR PLAN A202 2ND FLOOR PLAN A210 ARCHITECTURAL FLOOR FRAMING PLANS A211 ARCHITECTURAL UPPER ROOF PLAN A301 FRONT ELEVATION A302 REAR ELEVATION A303 SIDE ELEVATIONS A304 BUILDING SECTIONS & PLUMBING RISER A601 1ST FLOOR REFLECTED CEILING PLAN A602 1ST FLOOR REFLECTED CEILING PLAN A603 2ND FLOOR REFLECTED CEILING PLAN A801 TYPICAL WALL SECTIONS & DETAILS A802 TRUSS END/DASCIA DETAIL A901 DOORNVINDOW DETAILS A902 TYPICAL DETAILS E101 ELECTRIC NOTES& RISER E102 ELECTRIC PANEL SCHEDULES E201 GARAGE LEVEL POWER PLAN E202 1ST FLOOR PLAN - E203 2ND FLOOR POWER PLAN E301 GARAGE LEVEL LIGHTING PLAN E302 1ST FLOOR LIGHTING PLAN E303 2ND FLOOR LIGHTING PLAN S1-S6 I STRUCTURALPLANS REVISIONS BY DATE permitsets GS 1221.2018 Ir , P� 9 � U €,, 1 ( Vy y33 `V VJ Oyy , 41 0 Ur—� �i ^ l .I U � IIIII� ' m '111" Job�No. 1702030 s _ .�y F . 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LUCIE COUNTY, FLORIDA. \♦ �`\ \\\ FD 5/8" IRC RECORDED SEPTEMBER 15, 1988. _ 0-12" 1��14, `� `\ \ (LBFH)LB#959 =15 H=18 N89*58'1 (M�(O H 18 \ lV69 8' (P) \ ` 183. 94' (M) F- U � - 22.72 5.26� '- 71. 94' 31'-9" — I w Q — 4 \\\ M P \ P '1 \ -10 \ ��� (� 71.93 C n REMONS BY DATE T— L--1 permit sets GS 12,212018 N N r W U \ \\ - — illiiill ♦ \\ �`` \\ \\ a3,_8„ 'a \\ �o.o^S���P ` \\ \\ LOCATION oATpON MAP 44 Q \ N SCALE SHADING INDICATES ELEVTED DECK F�--I \ \ ABV (19.67 NAVD) ,.,.,.."1 r r to zrik.dhk �°k',- 8, } t -0 r a'i y I (x ',< y,>,, \VO+ \ F'�I QS) • e€'; u, waxy q 31`'^'<,.; 3, i",•,,z,',d ix `< <',a vt' s A p', Y ` f h'—Y O 101 y ♦ \ \ a �?�`' t1"�'Na'`sa'' `,'ttr 'h I a't "Yu3 a y \ \ MM PROPOSED I 9 t�: I � � � � T, �r�� \ � \ \ SEA O �I \ W � 13 � -i e .�,...,� *z e.�a ' 9r E � � a ';Faye u /�� , DRIVEWAY I �1 ;=a ♦ v d E GETATIC ,_ A. V � '. -,„a '',H>.t<,r�'t�'rrF','rY�i r., j'�M ". wb3 av�jr t ` 19F,�y'� rt }i'ss`ir '.,,.\♦ V ' � A \ NNW _., .- ____.._.......•.-- F " ,aa, r ks,g' a ar .} A § { ` ,. k` i af a.2 - \ V`W A \ HREE ST Y D+ K I° °r' ♦ \ (ram \\ \\ O OO F LY F o- R }}-- P}}�—\ r # _ L t to y vYr .T �_�' SEA\ Al !s '"rat< '^' s _... rr ,rH1 u ,I V_ ; _r*z A 1 r \ E.1STF OOR 20.ONe zx �.J fi 'y \ ♦ \ ----t— lXJ 5T 5I RANE) kip:r - OBBY 8.5 NAVD ���y _ ♦ \ C E� \\ f RAGE 8.0 AVD �/ G G qm1f ^ 111 L 103'-8"--- ( 1 AGGE56, UTILit,r, DRAT �, \ a� �. ---A � 15,2 v \ - --- '�,✓ ry /� POOL INFINITY EDGE 1 Er,.h�-=•z (lam MIX TROUGH ABV \ \ � _ ��♦ \ 22 ,F'>\` 58.43 \ EA5EMENT w ♦ \ (M� 1 \ `\ N 9 058 1 ,�F 349. 33(OA) (REFER NCE BEARING) \ ♦ \ F[ 5/$ IRC \ ♦ \\ (LRFH)LB#9 Cl \�00-) ♦ \\ PARTIAL SIT PLAN\\\ \4-4 \ 123.�1e \ ♦� \\ SCALE: 1" = 10'-O" \ • \ \ N` � Z \ LOT \ \ ?�;�` \ * \ SINGLE FAMILY RESIDENCE 2-STORY w/ BASEMENT GARAGE @ 8.0 NAVD LEGAL DESCRIPTION: BEING ALL OF LOT 8, AS SHOWN ONE THE PLAT OF DIAMOND BANDS PLAT \? LOWER LEVEL @ 8.5 NAVD NO. 2, AS REORDED IN PLAT BOOK 54, ' g0 1 ST FLOOR @ 20.0 NAVD PAGES 40-46, PUBLIC RECORDS \ :. 2ND FLOOR 33.17 NAVD � \ \ \ � @ OF ST. LUCIE COUNTY, FLORIDA. � �\ COASTALCONSTRUCTION LINE AS RECORDED �\� NOTE: IVI 0 \ THE RESIDENCE, POOL, IN PLAT BOOK 26, PAGE 26 26, OF THE PUBLIC ; \ ILA rn AND POOL DECK ARE \ RECORDS OF ST. LUCIE COUNTY, FLORIDA. �\ �`, ` FD 5/8"IRC STRUCTURALLY DETACHED \: FD 5/8" IRC N.1086082.4410 RECORDED SEPTEMBER 15, 1988. 10• 0=12" 14 \ \ (LBFH)LB#959 cc o (LBFH)LB#959 E.907245.8501 0=15" H=18 N8958'1 (�(D H=18" `5 ` N' \ \\ N89' 8 P)) — � — — 64 7f I \ — — H-20 ~ — — ------ — --- - - \— — — — — 1 22.72' 3 71.94' iM) 18�94' M � W a 10 \ (uXa) py'� 7t 93' (P) \ \ a `m 1� 4. YySJ\ NNE 0 83,_8, " .,A \v BMDI,p NDKAiEe . �: %A. � �.. 1 V CV G� FIEVATE9FC8 {"5 t Ny • �O A �'' Fl Sl 1, �,� , at , � , s , 1 ccA N � � rn PROPOSED 12 5�s �a'.T ✓ � + � i 'y>r,rbF "Y+' a V � \ .— \� SEA OATS � � � + DRIVEWAY 139 (VEGETATION MI g \\ MEAN N/GH WA 7FR Job N0. 1702030 ... NAVVD 881/AAaU=0.51' \i - 1'HRhL S'1'C Y f GcAp1F � `\> BAN 200 STRAND .dp TED 09�04�18 0qq .L co ^ ' SAND BEACH oA A\'D ZERO CONTOUR Y DATED 09 04 8V-1 e GO \\ -A 1 • \ =1 ACCESS, UTILITY, DRA \ — — — — 22. . cool rvclrenmoE — - 56. - — LU ' ( _'ExoTlcMix — — — — — — — — - \ �` (M> — — — —7oa1' (MAP)— EASEMEMT C) ` <MJ(P) — r` rn ¢ f82.89 (M)(P) \\ — — — 63.92 (OA) \L Q01ll05 r{M13379 N 95814 £ 349.33 (OA) \ x ` ` F65/ "IRC roEas Des rvs AdawErENs+%A6 DipanpoR FD 5/8" IRC (REFERENCE BEAR/NG) (LBFH)LB#959 09 ���$ \Q00V) �` \ \` (LBFH `B#959 N.1086007.4820 l23' 83. 4580 \ E. 9072 1 \ RECORDED \ COASTAL CONSTRUCTIO E AS RECORD IN PLAT BOOK 26, P 26-26 OF THE PUBLIC \ ` RECORDS OF . LUCIE COUNTY, FLORIDA. \ \ \ \\ \ RECOR SEPTEMBER 15, 1988. ` ` \ LOT 9 \ 1 COASTAL CONSTRUCTION � \ \ CONTROL LINE PER \ \\ PLAT BOOK 19, PAGE 8, ' RECORDED DECEMBER \ 12, 1978. Curve Table \ CURVE LENGTH RADIUS DELTA CH. BEARING CH. LENGTH x \ \ C1 82.1V 266.00' 17041'10" S23'31'48"E 81.78' SITE PLAN SCALE: 1" = 20'-0" PLATTED MEAN HIGH WATER LINE. 3c'NIED BT THIS DRNLEY, Aff 0U) ED Sy, T THE PRPME of NIS McE T WERE MATED, EVOLVED 4 DEVELOPED Po 119E ON 1 W CWECTIM WIN THE SPECFIED F ECT NONE OF 911CH IDEAS DESK lA�NY8t4 51 OR MAH5 SHALL a I `eT, OR DI9rlOxv To Avr PER9a+, Flay oR coRPauna4 Fora axr R 0ALL LLHAT9 ,ARNITECTTHEWPoREN FEPo9&51Ri aF RNOALLEli ApRG111EOT9;ZEW RSDREI851R190N THESE pRAWNG9 SHALL HAYS PRECEDENCE OVER KALE DRffN910N5. D4RRAC70R9 Nal.IT vERI:Y \ 8E OE, 4 NSIELE I9 AIL D IFI P a t Y V RIQH9 OJ THE JOB, <nllS l" !ID BE NOTIFIEp GF ANT YARIAtIC:JE FROM THE DIMEI4filOn5 A"5 f0IDItIM SHOW SY THESE DWll11Wk'€x SHOP DETAILS 6 ADEtlIAtE SCALE M19i BE fLBtM1ON TO THISATIOH FOR APPROVAL ALL I PROCEEDRG WiH FABRI 6T ON RNI SO No1Fn.040R. ALL RKaHi9 fdSERVED RNIDPLL 9tOPT 0.0]ittfGi9 11 r t .+_ El ti � y1 bo C ._._ GARAGE LEVEL DOOR SEa E SIZE TYPE NOTES WD HGT FMARK 3'-6" 9'-0" — EXTSWING- — 1&-0 8-0 OVERHEADGARAGE DR3-0" 8 —0 EXT SWING2'-8" 7 —0 EXT SWING PVC JAMB f-8 7 -0 EXT SWING PVC JAMB 6 6 -0 8'—O INT SWING DBL SC -- 7 3'-0" 8'-0" INT SWING (SG) MIN 1 3 8 THK, SELF CLOSER 8 2 —8 8 —0 INT SWING _ (SC)-- 9" 5 —4 8 —0 INT SWING DBL SC -- 10 2 —8 8 —0 Sc INT SWI*SC -- ll 2'-8 8 —0 " INT SWI12 2 -6 8'-0 INT SWI13 2 —4 ` 8 -0 INT SWI8 —0 INT SWI — GARAGE LEVEL WINDOW SCHEDULE MARK I TYPE EAD T NOTES WD HGT H ELEV 1 5'-0" 5 —6 CSMNT DBL 8'-0 DBL 8'-0 -- - - 3 2'-6 5 -0 CSMNT-- 4 5-0" 5 -6 CSMNT DBL 8'-0"- -- 5 3'-4" 9 -0 SIDELIGHT ! 9'-0" -- 6 5 -0 55 -0' FIXED DBL 8'-0 -- 7 5 - `0 -0 FIXED DBL '', 8 -0 -- 11 1 2 11 11 200 SERIES KEYNOTES LIVING AREA CALCULATION 1ST FLOOR LIVING 2770 SF 2ND FLOOR LIVING 2749 SF 200-MIRROR 201- BUILT-IN CABINETRY LOBBY 475 SF 202 -OPEN SHELVES 203.- CUSTOM CLOSET INTERIOR 5994 SF 204 - TEMPERED GLASS SHOWER ENCLOSURE 205- CURB FOR SHOWER 206.- ADJACENT WALLS TO HAVE MIN R-11 INSUL & MIN 1/2" GYP BD ON GARAGE SIDE FOR GARAGE SEPARATION 207 - MIN 5/8" TYPE W GYP BD FOR GARAGE CLG BELOW HABITABLE ROOMS 208 - T.S. COLUMN IN WALL 209 - 42" H. CMU WALL 210-.. .. 100'. 80`-8" 27'-6" 1 -- I 207 OD ELEV 9'-4" TYPI( 12'-0" 206 � � AHU 1 /1 n o E-CI WH 9'-6' C - BATH 5 ao 22'4' x 16' 25 g o1z cig v zj ,-O„ 06 _ _ T-4" 3, 22 -4 -- LID fV x II 4M.1 33,_6" o N 0' 3'-8" '-0. T-0" I) l STORAGE 1 ED 10 Clg o06 12'-8" x 18'-8" E� DETAIL AREA CALCULATION CO RI EV'S'ONs By DATE 1ST FLOOR LIVING 2770 SF r � pe11'tsets cs 12.212016 2ND FLOOR LIVING 2749 SF N BALCONY (BDRM 4) 63 SF BALCONY (V.I.P.) 107 SF GARAGE, STORAGE 1 1772 SF N GYM, STORAGE 2 & 3 1238 SF N LOBBY 475 SF r OUTDOOR LIVING 413 SF TERRACE (BDRM 2) 74 SF TERRACE (LOUNGE) 70 SF TERRACE (MASTER) 140 SF TERRACE (OFFICE) 59 SF 9931 SF V (T� cf:I Z Cf� c!!� w H z 4 3 2 1 ^ O °P O00 1-4 outdoor show r �{ I;7 m cA V J u �1 —NON-HABITABLE BELOW ELEVATED DECK _ r Ennui I 0 i o Do z g h.; yq� LIM r" ir7 m -- - �L SSA yq� ,e POOLABOVE V law r uub No. 1702030Go c - N ALL IDEAS MWINb AFAW D MENT6, t FLM RJDIOATO M �S0* BY i D ATEa ARE VED, BT, l THE FFOFtRtT OF i1IN OFFY�.imWI TRESP, EYaD FRSDEVELOPED FORE9E DN, t IN ffi", bN wI1H THE SPECIFIED FR2Ect. M OF WKH IDEAW, MD TO, Fl OR COR CRM � WWEp BT, OR DIW0.0SED ATANY PERIN FIRM,OR CORPOPW[6 FOR ANT vm ft ALL El 5TWOEVER wItHD4t, P 4RRiEA'FER115WIONOF DRAW L E. WTQ W ARDHITEOiW, PA LLW R DII�ENWIOJB ON i4g9E DaMll M N HAVE FREGEpn DYER SDALE PwEN51m15. p. CO COAR4" I WHALL VEREY N BE NE 03, I NIS FOR ALL. �t N NXFIED � MYIAIR AT � FfYkt NIE DP1EN91MRi0 AND BE ta1PITf" WHOWN BY TI EWE DRAWIN6s 5HOP DETAILS OF ADIF=i WOALE M T BE 51E"mp TO TNIW OFILE FOR INFINITY EDGE 4 NmTm ®> 11 AL�re4��-5FRri) uDa_l Fly, 4�H;T=5 TROUGH Pa 18'-0" 18R-O 2, 8,_O, a GARAGE LEVEL PLAN SCALE: 1/4" = V-0" � "4 T-0" '-0" T-6" 7'- EXTERIOR STAIR DETAILS 10'-10" GRADE TO POOL DECK 18 RISERS @7.22" EACH 11" TREADS w/ V BULLNOSE (VERIFY HEIGHT WITH FINAL GR 0 zS) I—T— I T-T -- 171 161 151 1 1 1 1 1 I I I i I I I I I I I I I I I I I a WOOD STEPS BY ROUGH CARPENTER DOWN TO NON -HABITABLE SPACE VERIFY w/ EXTERIOR GRADE IST I I, H R 1 ST FLOC VO 6j i .` N ii SCHEDULE � HE"DULE S SIZE MARK TYPE NOTES SIZE HEAD HT WD HGT MARK TYPE NOTES 101 8 -0 10'-0 SLD GLASS OX WD HGT ELEV _ - 102 10'-0" 1 l'-0a SLD GLASS OX -- 101 4 -0" 10 -0 rtFIXED 10 -0 -- 103 2 -6 : 8 -0 FRENCH -- 102 3 -0 11 -0 FIXED I l'-O -- 104 2'-6 8-0 -FRENCH ---'-- 103 3-0 it:-0" FIXED it-0 ___--' 105 12 -0 1 i -0 SLD GLASS OXX -- 104� 3 -0 11 -0 FIXED-- 106 20'-0 ll -0 SLD GLASS OXXO - 105 3 -0 1l'-O" FIXED it -0' -- 107 12 -0 11 -0 SLD GLASS OXX -- 106 Y-8 11'-0" FIXED 17 -0 -- 108 5 -4 8 -0 PKT DBL -- 107 2'-6 5'-6 CSMNT 9 -0 -- _ 109 2 -6 8'-0' Pocket Door -- 108 5 -0 5 -6 CSMNT DBL 9 -0 -- i TO 2 -8 8 -0 Wr SWING Cr -- 109 2'-0" 4`-6" GSMNT 8 -0 -- 5' 0" 1"0" 110 6'-0"- 11 -0 FIXED DBL 11 -0 -- 111 2 -8" 8 -0 INT SWING SC -- 112 2 -8 8 -0 INT SWING SC -- i 11 4 -0 1 l'-0 FIXED 11'-0 -- 113 2'-8" '8'-0" INT SWING SC - 112 5 -0 6'-0 CSMNT ff it -0 w FIXED GLASS ABV &' BELOW 3 0" 6' CSMNT FIXED OW 114 4 -0 8 -0 INT SWING VOL SC -- 11 - DBL 1 - w GLASS ABV & BEL 115 2 -8 8 -0 INT SWING SC -- l l4 2 -6 5'-6C 2 116 -8 8 —0 INT SWING SG -- 1 117 2'-8" 8'-0" INT SWING SC -- 118 2 —4" 8 —0 _ INT SWING SC -- 119 2'-4" 8 —0 Pocket Door -- 120 1 2 -8 8 —0 Pocket Door I- -- 103,_8" 3,_0" 15 =0„ 65'-8 17,_6" 13'-8" 29'_10" 4 BALCONY '... A801 07 GUARD 1 108 — 1 09 200 SERIES KEYNOTES 200.-MIRROR 201 - BUILT-IN CABINETRY 202. OPEN SHELVES 203 - CUSTOM CLOSET INTERIOR 204 - TEMPERED GLASS SHOWER ENCLOSURE 205 - CURB FOR SHOWER 206 - ADJACENT WALLS TO HAVE MIN R-11 INSUL & MIN 1/2" GYP BD ON GARAGE SIDE FOR GARAGE SEPARATION 207 - MIN. 5/8" TYPE.'X' GYP BD FOR GARAGE CLG BELOW HABITABLE ROOMS 208 - T.S. COLUMN IN WALL 209 - 42" H. CMU WALL 210 - .. i I •• II, _ � �- , ®®®®■® �� • � � l�i � ' " � ,_ ..,E '�I -,� �� /. ..:.., 19 i18 3 8' .. 13,_6„ 2 2„ 4,_8„ 2,_ „ 5'- 16,_2„ 13'-4' 7,_0„ 0, 3,_8 7,_ „ — UTIL 1 Y KITCH 1 °0 10, C1 I 10, C* g 11' C I 10'x14 8 I `9 I 16'x1 man -J R L03 A a0 m is 000 < TT i DINING os LIVINGr OFFICE= ° 1 ° g 11' C1g 4 O I n= C 17'x13-2" 11 Cg Coff13C19 x0'-6 1 A B Q. ; 01_8,! x 9.4" 20o , ma b 10a 4" 2'_5 _15 6-4 _-_J F CE s MECH 1 AHU 2B D T r` E C _ W 10' ag o 0 Clg ®= j 08 114 AHU 2A b 106 03 4,4„ 12'4" 27,_0„ v ,_ „ 31411 4'_2 -4" ,_0 9,4- 'v iv BALCONY GUARD o 3 A801 N< 105 ED GREAT ROOM q Jillc Coffer Clg 11711`-4" os SUN o q It,27' x 21' ❑ `� - O A !04 iv 4 BALC NY �N 20- ao \ SHELF i� A801 GUA D OPEN TO ABV a 20.0 & BELOW _ 00 0 --18` PROPOSEDFL OR -- ELEV (NAVD) 14' 108, 4 TYPICAL N 103 io - _ 16— zn ( 6 PROVI E DEC DRAIN --14- 04 AS NE DED, V RIFY STYLE w/OW ER VE IFY 3 - --� - - -- LOCATION w/ STRUCTURE l I I I " 4„ 4,_0„ 1 12. 0„2„ 6.8" 3,_2„ 6, ?„ " 11 4 _ 1,-4" _ o 1 0- A FIREPLACE m 102 a ' I I I I I I I I I -- = 121 111 11 1 11 i' 108 208 r d{ ELEVATOR 3'-8" 2 '4� :. 24,_B" T v _ y 13,_0„ m 4,_0" 4" 5,-4,: F. c SEAT e w :. it 713 bw r1 W N� N w1C CLUB ROOM o7 10' Cig o Coffer CIgx11 '/1V-4„ BE =I OOM 4 1 I I� ill, C1g M BALCONY 11x 14' oGU RD D 4 .101 110 13A H{4 204 / 4 , Cl AWI l 15'-4" 4 5'-8" 4'4" 24'-8" 1 -4„' 00 a0 — V d 08 A LIN3 D n i 0 0 u� 1O1 114 113 112 2'_7" 22'4- 7'-9" 18'_0" F-4" 9,-4" 6_8" 2'-0" 56-8" 12'-8" 103'-8" LIVING AREA CALCULATION DETAIL AREA CALCULATION 00 xEvr 0" s� nnTE 1ST FLOOR LIVING 2770 SF 1ST FLOOR LIVING 2770 SF �� Q pemRsets Gs 1zzt.zol3 2ND FLOOR LIVING 2749 SF 2ND FLOOR LIVING 2749 SF N LOBBY 476 SF BALCONY (BDRM 4) 63 SF 5994 SF BALCONY (VA.P.) 107 SF GARAGE, STORAGE 1 1772 SF N GYM, STORAGE 2 & 3 1238 SF CN LOBBY 475 SF r OUTDOOR LIVING 413 SF TERRACE (BDRM 2) 74 SF TERRACE (LOUNGE) 70 SF TERRACE (MASTER) 140 SF TERRACE (OFFICE) 59 SF 9931 SF (T1 (, V 20'-0" VERIFY HEIGHT OF GRADE z TO ELEVATED DECK FOR O NUMBER OF RISERS & RISER HEIGHT OD M O 00 Q NOTE v J PROV DE DE K DRAI 1S AS NEEDED, VERIFY 'i STYLE w/ OWI IER, VERIFY LOCATION w/ TRUC URE rqvim Eryy 4, �5 ELE AT D P f LCONY ¢ � '� i:� . GUARD AW1 T� _ bV P"1s i 0 ao A I 5 I 4'-2" 2 -4" 3'-0" fill za POOL 1 C" 19'_8„ 2,�, - i 7.1. �',r� 3C 1 IL INFINITY 00 EDGE SPA T o001osFIRM-AA003379 ALL IDEAS, DESY ,, P3FA^Y£ilE %, I RAKE MpICATEO OR REPRE MTED BY THI6 DRN➢m ARE OWED BY, E THE PROPERTY CF THEE C FICE. E LLEIff. CREATED, EVOLVED, E DEVELOPED FOR WE M BALCO Y DEAD, D�Esir3s AFJRAl E>EETs oR RS4AL-L En i D sr DI6 OEED TO ANY PEIMOd, fw,, m cowcRATIW POR ANY RRE WdAi50EVER WTHOft THE WdT PER916EION LP RMDALL E STOWT, ARCNrmml PA nRR DdEASIRM ON T4ESE 4 co CCMIRAOTORE EHALL VEPo I EE t�sPOISIME" ALL ENS Ns. DREMSIDNS 4D ITM ON TTE X04 THI6 Q aMMTK HVt/I WTFED OF ANY VAPoAV M FROM THE DA•ffIMIIXM AND UJN M"EHO¢N DY...—_ DRAJIKM. SHOP DETAIL6 OF ADEGI 7 SCALE MMT M 6IEMITIED TO THIS CEFm fO2, (p APPROVAL BE-0RE Fd7LEEDm JTH FAERECATEON ON NEME W �L NOIED. ®20Pi. ALL Po641f6 �6EFYED RANDALL 6TCffT AF{HIIECl6 INFINITY FRn- PA TROUGH r„ 05 6 13'4- 2'-4" T-0" _A201, 1ST FLOOR PLAN SCALE: 1/4" = V-0" PIS am- ,...tee-__.. ..�•�. 1 D FLOOR R SCHEDULE MARK SIZE TYPE WD HGT 201 10 -O 9 -0 SLD GLASS OX 202 15 -0 9-0 SLD GLASS OXX 203 10 -0" 9 -0 SLD GLASS OX 204 12 -0 9 -0 SLD GLASS OXX 205 2 -8 8 -0 INT SWING SC 206 2 -6 8'-0" INT SWING SC 207 2'-6 8 -0" Pocket Door 208 2 -8 8'-0 INT SWING SC 209 2 -8 8 -0 INT SWING SG 210 2 -8 8 -0" INT SWING SC 211 2 -8 8'-0 INT SWING SC 212 2 -8 8 -0 INT SWING SC 2 -4 8 -0" Pocket Door 2 -8" `8 -0 INT SWING SC 215 4'-0 8 -0 1 INT SWING DBL SC 2'-8 8 -0 INT SWING SC 217 2'-0 8 -0 INT SWING SC 218 4 -8" 8 -0 INT SWING DBL (SC) 1 8'-0" Pocket Door 0, 18'-0" ,.a. R 2ND FLOOR WINDOW SCHEDULE NOTES MARK SIZE TYPE HEAD HT NOTES -- WD HGT ELEV -- - 201 5 -0 6 -0 CSMNT DBL -- 202 2'-6 5'-6" CSMNT 9 -0" -- -- -- 204 3 -0 9 -D FIXED 9'-0 -_ 205 3 -0" 9 -0 FIXED 206 3 -D" 9'-0" FIXED - 9'-0 -- - 207 2 -8 9'-0 FIXED 9'-0 4 -0 FIXED 9'-0 T -- -- 5 -6 CSMNT 9 -0 -- 4 -6' FIXED 9'-0 -- -- " 6 -0 CSMNT 9''0213 -- u 6'-0CSMNT214 -- -- -0CSMNT DBL 9'-0 -- 0'6'-0' CSMNTDBL 9'-0216 -- 0 9'-0" FIXED-- -- - 27'-10" — 14,_8„ 13'-2" N 208 o ED 04 co co M "111fl,1111, WWII a a -dam'. 201 N 3 8" 14'-0„ s 214 BEDROOM 2 zoo 10'-4" CI 14'x14g a °Q 201 21 03 k D 2 III WIC q T C 10'-4" CIg rh 208 ---J 212 C u miN, 3,_4" 16 -8" - o� C ;;t 03 BALCONY NY GU RD GUARD r;, 3 Awl 9 206 p A 04/ DN M 205 z2 — — — OPEN TO—/ BELOW STAIR DETAILS in 204 13'-2" FLOOR TO FLOOR 23 RISERS @ 6,87" EACH 11"TREADS W/ 1" BULLNOSE 4„ 4'-0" 2, „ iv 1 I I I 1111111, I I I I I I I in 203 L. I 1 1211111 1 1 11111 1 " L o 6+ 4^ V-0" 18'-0" I g' 8" 29'-2" 22,_2„ 61, 4,4„ 4'-4" T-0" 12'-0" 3'-2" 210 211 212_ G - w " Es 204 N a I MA TER BATH Coffer Clg 10'-4"/11' I w o o;: 200 00 200 203 1 T 4" 5'-10" 8'-8" _ 5'-8" 1 1 T_0" —coMASTER WIC — Co MASTER BDRM° 10'-4" Clg I zi - Coffer Cig 10'-4"/11' T 17' x 18r_8" x_ 217 �s 202 201 Y 2'-8" FIREPLACE Y o 4'-8" _ 5,_4„ 9'_8" T-4" iN 04 �j� 213 " 215 O 0 iv 15'-0" '-0" 8'-10" 6'-8" - 6 r---- -I 1 PROPOSEDFLQOR ELEV (NAVD) TYPICAL LOL NGF co 3.1 1 n OUNGE Cof er Cig 10'-4"/11' — 5' x 17'-10" o B :. � L 214 in 04 — —� 00 -0"— 7-0_ v 4, 4' "1flj - I 215 N L—_ DB i) o zso 1 ELEVATOR — — -- -- v — 5.0" 5'-4" 8'-01, 18'-0" WIC 6 10'-4" CIg'o VIP SUITE zca �03 — zoe Coffer Clg 10' 4"/11' AHU 3A 17' x 18'-8" 2oa o 208 ® io - o D } m t 3 UTIL 2 s A K Op t2 10'-4" Ig VIP BATF 1 g 10' 4" c1 00 F- T-4" 4' 0„ 3'_6„N „ 18--0" H 200 SERIES KEYNOTES 200-MIRROR 201 - BUILT-IN CABINETRY 202-OPEN SHELVES 203- CUSTOM CLOSET INTERIOR 204 - TEMPERED GLASS SHOWER ENCLOSURE 205 - CURB FOR SHOWER 206 - ADJACENT WALLS TO HAVE MIN R-11 INSUL & MIN 1/2' GYP BD ON GARAGE SIDE FOR GARAGE SEPARATION 207 - MIN 5J8" TYPE'X' GYP BD FOR GARAGE CLG BELOW HABITABLE ROOMS 208 - T.S. COLUMN IN WALL 209 -42" H. CMU WALL 210 - .. I 0 N REVISIONS BY DATE qr—Q permdsets GS 12.21.2018 Tom N N N r (W VJ pp oo I— l,.. i V J Rl P F WO 0 r" ppqq I �f 'K] IN z o Job No. 170203Q �JAPC�1 Z �Oa9;'- FL-0011105 FMM-AA003379 ALL IDE49, DE6K3G, ARRANGEMENTS FiAlB RIDICAiED Ci2 r,£PFE6ENim BY TVR DRAWPG ARE O1NED Br, ,,. THE FFOPERtY OF THIS MfICE.1 BETS CREATED, EVOLVED. , OEVEI-MiD FOR USE al T w cawEalal wiu nff 6FECIFffo Pa>rEcr. r� a 9ucu IDEAB, D p TO Y M 1, F1 OR COO BHALL BE IM My CR DI80.GSE0 TO ANY FEF;T T TR Mi C018'O wilt' im A4Y PJfd WE LLHATBOEVER WHIMCT Toff WRIi1EN FOMBILN Cf R4'd7pLL. E. 6TM+T, VE MIiECTB, N WPoTIEN DIMEN010NB MI THESE CORT PICK 6HALL HAVE PRECEDEM4E OVER 6CALE DPEN0ICNB CONTRAMMIT VERIFY 1 RE6RCN61BLE IM ALL DfMENBI M CQlDITILNB MV THE .ILD, <1flu° MEIGE t4191 BE N ITI M CNY v 5y TIMlO DPA TVE: DIYE1 OVALS AND taIDIiIM199HP1N BY iHE°k DRAWPGB. BHCP OEfAIL64F ADE(,tlJATE OGPLE I14T BE eB IITIED TO RIIS MACE 1 APPR�v BEFCFE F PMG WUNFABRIG411CN Mi RAt6 °A NOTED. 0 2MI. ALL RW4rt6 T�SERVED RMDALL 6TMFf A%MItECr6 PA 20 le �V- SEE STRUICIURAL PLANS FOR ANAL DESIGN INCLUDING STRUCTURAL BEAWS(CONCRETE AND STEEL), STRUCTURAL COLUMNS (CONCRETE AND STEEL), TRUSSES, TRUSS STRAPPPING, WIND PRESSURES, ETC. 2nd FLOOR FRAMING & LOWER ROOF PLAN SCALE: 1/8" = 11-0" NOTE: THIS STRUCTURAL RU IS RA INTENT OF FINI lANOREE€RENCE SEE INCLUDING SURUCPLANS FOR PINAL DESIGN INCLUDING STRUCTURAL BEAMS (CONCRETE AND $TRUCTRUSSE TRUSS URAL 14G. WI DPRESSU AND ST€E�-4 TRUSSES TRUSS S1RAI+PPING, WIND PRESSURES. ETC. 1st FLOOR FRAMING PLAN ap xEVOoNS BY DATE T— A permit sets GS 12.242018 N N __ I N U WQ Q�w �o W 0 H I }fj �r n0 AMW Job No.1702030 �F ITT,-t R105 FIRM AA0033N .ALL IDEAS. DESIWS. ARRAW BIEWS, I K" INDICATED OR REi#eEVED BT THIS DRAILRYs ARE OLNED BT, I THE PROPERA OE THIS DFICE 1 LIERE CREATED,E VSD, I DELELOPED TOR LEE ONINf CTIQI WTI THE SPECIEED Hm.EOT. NRE a IDEAS, DEBKN& AWtAVS14VT01 OR KANS SNALL BE WED BT, OR DISCLOSED TO MY PERSON FIR1, OR LOREYJRATI W FOR ANT PJFfOSE WMTSOELER WTITM THE ¢RITE FEWISS1LN OF RAYDKL E STOET, ARti11TECiS, PA YlBTIB! DRBINQE QR TESE DR RAM-SHALLWILEfF*T4 N4EOVERSCALEDREIL41LN5. plM l tG CNDMALL LERWTI E OE, I Twig EGRALL NOTIFIEDG I VASATT ON THE JOB, 11HI0 01014E MAST BE NOTIFIEDCF MT!V BY FR]9 TEDwE DESMID ccT91TW0 NCW1 BY THESE DRAYRITS BIIDP DETAEB 6 A210 SCALE: 1 /8" = 1 I-0" TOP OF. BEAM @ +23'-6" TYPICAL FOR UPPER ROOF PLAN U.N.O. I) II u II - II �- MAST I,;1(" _ i }I Ii Ixb T42 )3)'.w �3,2,5 i€ s.1iI�I __... � �--71i' # I J L - _,j -_ ► J SM it'CLG r t=2Lt11. ( iti' II ......_...._r=�....:=: V:_. .. ._ . __. ._ _.... 101 CLG 10'4" CLG IF T.S. COL TOP OF CHIMNEY @ +31'4" A.F.F. FLAT ROOF ELEMENT @+29'-0"A.F.F. m II - 9'C — Iv CLG 0 0 10'-4" CLG I II IE I .I 9' SOFFIT — —. IW i 10'-0" CL .. ...__-.......... ,_ _ 1TCLG II �— t I) `y I'll, n' ` NOTE THIS PLAN IS FOR INTENT OF DESIGN AND REFERENCE SEE STRUCTURAL PLANS FOR FINAL DESIGN INCLUDING STRUCTURAL BEAMS (CONCRETE AND STEEL), STRUCTURAL COLUMNS (CONCRETE AND STEEL), TRUSSES, TRUSS STRAPPPING, WIND PRESSURES, ETC. UPPER ROOF PLAN SCALE: 3116" = 1'-0" 1 sq I1 R 1 Job No __ 702030 JAN A0 2 2019 ✓ DT.1 pRNURYa6 SHALL 4WVE Pfd=pEDENCE OVER SOALE OIMENSIONS. LOM im I SHALL ME 1 t f€94 T4* m ALL W PIEPR AW VARAnMt tt� JO8, i 5HI5 OffIGE 0 OE NOt M CP N1Y vAPoATW� Fl�11M1E DIFEN61 U taVDItICM95W1N 9Y tHESE p5.6HOP DEtAILS cf ADEO A SCALE FW1St EE &�IItWN t0 C TI C l APPROYN.BBLL PROCEESERWRH EABRI-L 5T O:J IIEFI650 FA O.mIT. ALL RIGHi5 �5ERVEp RANDALL STOffT ARGHIIERB PA �1 { f 'I � ? „1 300 SERIES KEYNOTES 300 - 5V CRIMP METAL ROOF 301 - SMOOTH STUCCO FINISH 302- RAISED SMOOTH STUCCO BAND 303 - PORCELAIN TILE WALL CLADDING #1 304 - PORCELAIN TILE WALL CLADDING #2 305 - ALUMINUM RAILING (BLACK) 306 - EDEN COAST GARAGE DOOR (stained) 307 - SWIMMING POOL INFINITY EDGE WALL 308 - .. WEST ELEVATION (FRONTD SCALE: 114" = T-0" co n REVISIONS BY DATE r L� permit sets GS 12.21.2018 N N -- — — - - - N---- -= lm U s U W 4-J V U >1 v Job No. 1702030 40 -=05 FIRM-AA003379 ALL WM, DEN",, ARR40Y@ITB, r P MICATED OR FSFF£BWW SYWI8 Dlkd AM BY, I PUTT a TM* mm r lem O�TED, eva , I DEVELOPED w use OR 4 Wf.ONE NUNn B CRIED FRO. a: N CF% MO ,DEB , AVW�M OR PLMIE sNALL BE Ut#D BT, CR DEOLOBED TO FEF50K mw OR COFPORATICN POR OAT �"150EVER 10H n WSM FEPo'tMIM CF R ALL F STC ,, AFCHIiED18, PA XtV4 DR£MB M TWW DR4LRG8 BFW1 VWYE (i�CEDBICE OvER 6CAlE DMBa". CORIRACTCEN eVWl vERRT I BE Fa:Ei+q:6EfLE FOR ALL DII@eIQffi r cammow ox ne aDB, r'MB aflcE nnr BE N RM aTn'vaz4T mrRcn rrEDPETL9MmD ADMATE BHOIW BT 1K IrM) T SHOP DETAILS 6 ADMATE AST eIBHITfrD TO TMe aM FOR 4FPROY01 B6'-0f�PR00EEDPG Wni FABRKAST OR ItBi6 BD NOTED.O]DR ALL RWHTB RESERVED RN✓DA31 BTOPT AR] IIIEGI6 PA 300 SERIES KEYNOTES 300- 5V CRIMP METAL ROOF 301 - SMOOTH STUCCO FINISH 302 - RAISED SMOOTH STUCCO BAND 303 - PORCELAIN TILE WALL CLADDING #1 304 - PORCELAIN TILE WALL CLADDING #2 305 - ALUMINUM RAILING (BLACK) 306 - EDEN COAST GARAGE DOOR (stained) 307 - SWIMMING POOL INFINITY EDGE WALL 308 - .. PI A802 TOP OF BEAM @ +23'-6" 2ND FLOOR a +13'-2" A.F.F. 1 ST FLOOR ELEV (y-0 NAVD 20.0 LOWEST HORIZ STRUCTURE-NAVD 16, BELOW DECK �-12'-0" NAVD 8.0 EAST ELEVATION (REAR) SCALE: 1 /4" = 1 °-0" 00 REVRONS BY T""" ^ permit Sets _ GS O N -- -- N N - - - -- ram. �._------------ -T is i-) NI �l H U� MAW _ ^ F =1�i.-OOIll05 F?IRM-�►AQI033'19 ALL IDEA4,DE0KT efaPnvG2r ARE 1 P ED ET, 4YM FOR RE NI SB BT THIS OREA ARE OIRFD ET, r 11E PR'1PER1T a tuts aACE 1�4OOTEES aEDF,IDEVELOPED roR UBE RyIMCONEOHRI IGM d, OR PRS"L NLlEW BT, IDEA9, DE91GN8, 0.RRNlGB'BlfB, GR FLONB BNALL BE IA�D eY, DR DISCLOSED AT OE IStW R NDRCOFPORATImFin F P ALL ESTSO, TEMTHEYUF PER11&W6 RNIDALL E BTOFT, NSIN1ECtE, PA ORHta! DMBlMGl9 CN iVESE DRAWNGS BHAL. HAVE FRECEDEVCE OVER fiCNE DE'ENSIONS. DRPM4"4 EHNL 0`11@EOE, 4 INS of m ALL DRET6101B. DRDR� CN iN<JCe, � 11N8 LTfICE Mgt BE N OF NIT VAR FRCM iZE DSE END INNBSI BY NINE D1GTDETAILS OF A)MIATE SCALE et BE 91131D TO NIS dM FOR APPROVAL ALL PI�RY WIH FAERILL ST OM H9'e EC NDI®. 010ri. ALL RGMB R-cEER✓ED RNbNl BTCRT ARCHrtECF PA TOP OF BEAM 2NDFLOOR *13'-2' A.F.F. 10P OF BEAM 1ST FLOOR ELEV 0'-0' NAVD 20.0 LOBBYLEVEL-11'-6° U VD 8b TOP DF BEAM NO FLOOR @ +13'-2" A F F 18 T FLOOR ELEV 0'-0" NAw 2D.o OARA0 -12'-0" NAVD 8.0 ly NORTH ELEVATION (LEFT) SCALE: 3/16" = V-0" SOUTH ELEVATION (RIGHT) SCALE: 3/16" = 1'-0" A F. =- LEV 0'.0" K 42'-0" 300 SERIES KEYNOTES 300 - 5V CRIMP METAL ROOF 301 - SMOOTH STUCCO FINISH 302 - RAISED SMOOTH STUCCO BAND 303 - PORCELAIN TILE WALL CLADDING #1 304 - PORCELAIN TILE WALL CLADDING #2 305 - ALUMINUM RAILING (BLACK) 306 - EDEN COAST GARAGE DOOR (stained) 307 - SWIMMING POOL INFINITY EDGE WALL. 308 - .. REVISIONS BY DATE Q pemit sets GS 12.212018 14 -:—... oo U7 r^ WQ� p �w f , O P� O V n 4 � C� � r k, +J � o ro O rP1 Q CJ v Job No1702030 I�f--UonidS ` FMM-AA00M ALL IDEAS. DEBT B, ARtWeWS, A K" ADrATEO OR REPREBEMED BY NO DRA ARE WED BY, 4 THE PtDPERt a NO O m 4 %ERE 4FEATED, E`ro VED, I DEVELOPED RA i1E OR i K CONIECPICN W ME SPECEED rozff 7.. NRE CP A IDEAS. DE&@d5. AW440W6, OR FL" NALL eE t BY,m DI50.05ED TO PERSON, Hirt, OR CDRY ATM RJR ANY PJFFtlBE"TSOEAR WOPgIf TE N18Tu FEWISS P1a RNDALL E. STQFP, ARCHOEGB, PA YR1Pie1 DFA3EIQE ON RESE DRAWADSHAVE AEC 4 eE m E OVER ME DN4TlSpNS. DRlPRAD1ORS 0R6 ONALL VERFt" A FEBPRNI&E RJR ALL DI'B16IQE 1 fiMRMxE W THE bp, � TFN6 pfICE PtbT OE N ITI WANT VARANM FlDPi NE DPFAIONB AID CDMATES C LE BY 1M D IrW T. BN O DETAILS W ADEOlAtE SCALE tLBT aE SIDI11T1ED To iN18 GR10E FOR APPF'90AL BB>JfE PId;IO®Ni WfIH PAERAON OEESO NonD. omn. a.L RKlOB iEBERrEO RawALL u OraFT ARGHITECtS PA 3' VIR AIL I I s BA1 LAV I I 2"VTR J;LCoWC BATH 2 j SHR z AVIJ LAV 3' CO WC SHR 2" VrR CABANA JIL 1 KITCHEN 2' STUDW VENT 2' STUDO[2 VENT LAV 1 21 1 ' GSINK JIIL 1 SHR UTIL 2",, i� �' 2iz i CO KITSINK 21( 1I,Y 21 DOG WASH i 2' VTR JAL 1 r, VIP BATH I .r uJ , NK � LAV 1 1 SHR 1 �1 I WC D FLOOR 2 VTR J'L r. I � BATH 4 I .\ 3BARSINK GO 1 SHR 1 2. N WJGo Y STUDOR VENT 1 I SAR SINK lAV CO SHR WC 3" 2 WAY CLEAN OUT 194 DAF.. PLUMBING RISER PRE-ENG ROOF TRUSSES @ 24" O/C MAX TOP OF BEAM @+23'-6'A.F.F. 2ND FLOOR @ +13'-2" A.F.F. L0-11-6 — — —LL— — — — — — I I —I i—IIIIL"' 1111111 III III I I I f i I I� III_III — it _ _ _ — — III—fiT L- --- — -- I III I ITI_III III —II .II lII I--iITi — �—1 1=111=� -1I_—i ,- i 1-- f1pIT_I-1 f_I I H 1— �Tf--TIi =1IL�II LII IIpll N.T.S. MIN R-20 SPRAY ON — FOAM INSUL. (TYPJ SEE TYP. WALL SECTION TIE BEAM TYP.� (SEE STRUCTURAL PLANS FOR DETAILS) TOP OF BEAM 0+2X-r A.F.F. MD FLOOR �NOWHABRABLE SPACE BELOW ELEVATED DECK - PARTIAL ELEVATION B h SCALE: 3/16" = V-0" CONCRETE & METAL BAR JOIST FLOOR SYSTEM (SEE STRUCTURALS & SHOP DWG'S) 2ND FLOOR — 0+13'-2" A.F.F. ...-_.-_ CONCRETE & METAL BAR JOIST FLOOR SYSTEM (SEE STRUCTURALS & SHOP DWG'S) s A901 ELEVATED DECK ELEVATED DECI 777= RESIDENCE, POOL, & - POOL DECK TO BE I I +' `''. ►," STRUCTURALLY DETACHED I I "�'�+..` •ram""""--�.,....,,, •1 —NOWHABIkAB�E SPACE BELOW EUEVATED DECK I i 1 1 1 I I NAVD 19.67 LOWEST HORIZ STRUCTURE-N LOBBY LEVEL _ !TATION � I l iI I IJ I I . ,; �1— Ill l 1—I I II�TfI� �l I I I I I I _)_ _l__ 1 I- HII II1 LI�FI-1 III I �1111 n���� I-1�—Iff � III I T �1���� i�=1I IISHOWN FOR ILLUSTRATIVE l I II I TI PURPOSES- SEE STRUCTURAL PLANS — — 1 FOR ALL FOUNDATION DETAILS INCLUDING PILING, GRADE BEAMS, FLOOR SLABS, ETC GO REVISIONS BY I DATE t"""' Q permit sets GS '.12211-2018 N -- - W U rT�� VJ W Q w � Q � O w O V P, v ® ti rh W � • f� � U s Job No. 1702036 .,y ;fd►N^�tY a+K FL-M05 FIRM-AA003n i. ALL V: DENSA ARWYaP ,F PLUdi NNCAM OR R31&sBAiD BY iN18 DF/As1i Alff OIIIED FtY,1 THs PRJRERIT OF 111W LRTLE. FG ,EVOLYED,1DEY OFED FOR LL6E OK IN mUTn!IpROONOW V0., DEMAARNBR6, M PLNBSCN sIN11 BE II6ED eY, OR DIBq.OSED TO AN' PeRSOIi RR1, OR ORATION FOR ANT F1 ALLF 670 111NM11E MTENF'ER'A%IONOF PaNDALL E.6TCR'f,AFOHItEOts,PAYRTIEN DHENSION9 ON 11EGE DRnurrs ewAt uAef P�cEDEICe o�ER scale Da.�slcNs. cartpaclo� 6wu.L vERRr x FR �BRON66HE RN2 ALL De�YlON91 vMDOIIlAnaun, ON TIE .roB, x nlls CFICE HpT EE F»TFIeD a arr vaRFFOM ne D�Krw Aw fPS=1ffi9VW1N ®r nE9EDIb T MSDEMPLs APFRUVtE sOWE HAT eE ° Hm TO nN6 rR PoR AFPWIJAL ¢SOR: PROL"E£DRG LLriN FABRLAnOJ LN REYb BD NOTED. BI®n. ALL RGVn6 RSER.'ED RN9dL. sTQ AfSINTECfs PA _�___ =1 I=111= I I=1 I —III— I III=11 I Il— LI— I I — I I— I i I-11=11 I III=1 I-1 I I t 1-11 H I I=1 11= -_ -- — — �_ I I I i m -1 I I I 11- 4 I I r _ T� Ill — 1 1-II 111 � 111 Tl l III f�-111—�111 ITI— I� I I-11-1I H 11 I I � I I III I I I� I i 1=11 — — — — _ I TI II II II III — 1— 11— I— 11—ITI—=1 1=1 1=—li 1-1 11= — — — — — I I I" 1Ti I TI )TI-11- TI TI _ J _l_I11�11-1 li I _ — _ _ a —1TI-1TI— 1— 1= —f(I—I DTI— II—-11I U III—ITI�I1— I-1I — _ — i1t rim I rrl - - _��- T= i 11.�1�11_IIC_.. _�__ III II II_ �T _ _ _ JA304' 1Ti I 1— I I� I'I� I I I I�I-J l -1 I�-1 I� I I� I I— — — �� � III I I( 11— I I- I Ill- I I ll I� It II ( I��I I11 I �1If=1I 1= I I —1 I I I I 1 w I I I BUILDING SECTi�N SCALE: 1/4" = V-0" u GARAGE/LOBBY LEVEL REFLECTED CEILING PLAN SCALE: 1/4" = T-0" Job No. 1702030 JAN o 2 ZD19 FL-WIU05MM-AA003379 AL IDEAS, DEBIWS, ARRNYap1" I W MICATEO OR REFRESENTED BY THIS D MG A OWED BY, I THE PR"iFERfY G THIS OFFICE I MERE CF.FATED, EVOLVED, I DEVELOPED FOR IISE ON, F N CRSEGI ON THE SPECPED FFiVECT. NONE a SJCH IDEAS, M51c ,, AFFIAGEMM5, CR RAY S EE USED BY, OR DISCLOSED TO ANY FERXK FIR'I, OR CORPORATION FOR ANY Fi6�bE WIATSOEVER uNw THE LLRm FERHI551GN R RAVDA.LE STR , ARCHITECTS, PA Wdi DIFIBI51RI5 CN THESE DR4IM45 SHALL HAVE FRECEDENCE OVER SCA.E OMffNSM CamTORS SHA,L VERET I � RESPONSIBLE FOR ALL DM1EN510E 4 CONDInm ON THE JOB, T NH RACE MWST BE. NOTIFIED R ANY VAWATICNS F NE D�M AID CO:"DIT100 SHRW Br THESE DRAW� 5.9 D AIL$ A) =m SCALE MMST BE SJB`IIITED TO THIS RRI� FOR APf±i BEFOF£ PImCEEDNG ON FABRICATM R ITEMS SO NOTED. 02M, ALL RGHTS RESERVED R S)A 67T Ad:F J1 T5 PA ,,I s L'2 WIF UTIL T RRACE s' SOF 's ti UTIL 1 ® ® 10, Clg r F 0 CF N OFFICE C Coffer lg 6"/ 1' L1® OFFICE �-I1 TERRACE 13131W c' 1 T CLG I I 10'-s^ CLG 13 13 L1a Ir13 13 L1® BED 1Ci 9' SOFFIT F RY PJTCHEN CF 1 LL g 0 11, Clg `i CF CF 13PWDR cF 10' Clg 11' CLG 11'-4" CLG 13 93 GREAT ROOM Coffer /1114" LJ 13 WIC VP BDRM 4 BATH 4 BALCONY a' clg 093 I a 13 13 a 13 VP D CABANA 10' Clg 10' CLG 13 DI 13 13 13 13 CLUI13 ROOM Co 11'/11'_4" ® 13 13 1ST FLOOR REFLECTED CEILING PLAN SCALE: 1/4" = V-0" 0 REVISIONS BY DATE tom. Q permR sets GS 12.21.2018 N N N r W V WQ Q w Cl� CA Q 0 �w O00 n i�mm i i IF 3 ram. .!i y� N Am4 Y fir rb f iv Job No. 1702030 NAl, 2019 FL-0011105 FIRM-AAM3.379 ALL IDEAS, DES".. AFRAW5k , I PLMJS M ICATED OR REPfg9ENTED ET }NIS DRAWIM ARE WED BY, 4 NE Fft01°ERTY CF THI5 CWICE 4 LL CREATED, Eva P, 4 DEVELC D Po USE O*L , IN CCNlECTIDN WITH THE SFECFED FRP.ECT. NAE DF 9 IDEAS, DESIGNS, A'rRMY>PEMS, OR K" EHALL SE USED eT, OR DI^sLD9fiD TO ANY PERM FW,, G CDRPGR vm Po MY FW OSE WlATSOEV LLITHWT THE MTTEN FiW959ION OF R ALL ESTOFT,A ITECTS, PA¢ Wits! DMNSI ON RESE DRA49NG5 SHALL HAVE MCED042 OVER °..GALE DIMENSIONS. CZKTR TM SHALL.YERIFY T K RE".h11n' ME FOR AU - PI 4 CPDITIgJS DN THE JOE, 4 NIS C ICE MAST EE NOTIFIED C ANY VAWATICNS FROM NE DIMEN l" A'ID MIDITICNS SHOW eT THESE DRAWM E %40P DETAILS GF ADEMATE EC%E MWST M & ITTED TO THIS, Q ICE Po APWg1VA-8 FR(%'MDING WIN FA9FICA104 DN ITE15 SO NOTED.01Wn. ALL WGNT$ fESERVED RANDALL STCFFt ARLHnECTS PA _A-602, SM 00 REVISIONS BY DATE Tw Q pemft sets GS 12.2t2018 C) Tom N Q Qo o� w Q o 0 a Job No. 1702,030 _ rV%Il/PSS - CfPl6_A dfiB17Y1 IDEAS, DE5K ,, AIdPAWF TGT OR RANG 6H4LL EE U D eY, OR DYaglRED 10 MY MR60Iy FIRY,, OR COf&O Tli K MY WlATiOEVER WIT %T T LLRIta PEp1MM OF �L E. 6T0 ,ARLHIT CiS, PA MlI DTE1161 ON TrESE DWLWK'fr SHALL HAVE PF£CEDENCE OVER 6CAlE DRIENSIRL°. CONiRAOtaf�•SHALI VER6Y 4 EE REEPP.6IELE FOR ALL 0IMEN6M F L ITM ON T JOe, 4 T416O M W T E£ N PEP 6 MT VARIATON6 Fri TIE DIMET lm MD O ITI"SH0¢N DY 4E6 DRA .. SHOP DETAILSa ADEOIWT: 6GALEF TM&E 1R TO TN6O 1X FOR AFPROVAL EER.'!E PROOEEDINS WITH FA RILAV N OV IT:M6 EO NMED. @7011, ALL RIG 76 RE6EFYED RANDALL aT6 ARLHIT D'6 PA F NOTE: PICKET SPACING TO REJECT 4" DIA, SHERE NOTE: ALL FASTENERS FOR RAIL ATTACHMENTS TO BE STAINLESS STEEL NTS 1 04 1 ALUMINUM GUARD DETAIL TOP CAP ON 2"x2" TUBE %" DIA SOLID ALUM ROD (TYP.) ° ° 11/2"x2"SQ ° PICKET ° ° 2"x2"SQ PICKET 3/411 = 1'-011 5/8" ROUND RAIL STANDING SEAM METAL ROOF CRIMP) z OVER VE SASHIELD ON� PEEL & STICK MEMBRANE OVER 1 1/2" ROUND 30# FELT TIN TAGGED TO APA 40/20 PICKET 19/32" EXPOSURE 1 PLYWOOD m + SEE ANCHOR SCHEDULE_\ ON STRUCTURAL PLANS FOR ROOF TIE DOWNS 1 1/2" ROUND RAIL INTERIOR WALL & CEILING FINISH NOTES: 1. ALL INTERIOR WALL & CEILING FINISHES TO COMPLY w/ FBC 2017 R302.9 FOR FLAME SPREAD & SMOKE DEVELOPED INDEX. 2. FLAME SPREAD INDEX NOT TO EXCEED 200. 3. SMOKE DEVELOPED INDEX NOT TO EXCEED 450. INSULATION NOTES: 1. ALL INSULATION TO COMPLY w/ FBC 2017 R302.10 FOR FLAME SPREAD & SMOKE DEVELOPED INDEX. 2. FLAME SPREAD INDEX NOT TO EXCEED 25. 3. SMOKE DEVELOPED INDEX NOT TO EXCEED 450. 12 5 1/2 F n TOP OF BEAM Ih�� @ +11'-2" A.F.F. 07 1...NITS 03 BALCONY GUARD DETAIL 3/4 if = 1'-019 WOOD GRASPABLE UPPER STAIR - RISE=6.87", RUN=11" F1 SEE SHEET A802 FOR TOP RAIL PER ggp2 TRUSS END DETAILS RECOMMENDED WATERPROOFING BE PROVIDE AT THE COLD JOINT BETWEEN LOWER STAIR -RISE=6 9", RUN=11" THE DECK AND THE CMS TO PREVENT WATER INTRUSION. RECOMMEND N.F.P.A. 101 5-2.2.4.5 (C) EXTERIOR STAIR - RISE=7.22", RUN=11" WATERPROOFING BE PROVIDED V BEYOND THE SLIDING GLASS DOOR PERIMETER SEALANT TOWARD THE INTERIOR; 1" ON THE DECK OUT FROM THE RETURN; 2" OUT AWAY FROM THE CMU; AND SIX TO EIGHT INCHES UP THE EXTERIOR FACE OF THE WALL 1/2" ROUND RAILS TO REJECT4" RECOMMENDED 3/4" X 3/4" SILICONE CANT PRIMER. IF REQUIRED CANT BEAD DIA SPHERE TO BE PROVIDED AFTER STUCCO AT THE JUNCTION OF THE CONCRETE SLAB _ AND THE EXTERIOR FACE. CANT BEAD TO TIE INTO THE SLIDING GLASS DOOR 1 1/4" ROUND PERIMETER SEALANT. POSTS 1" BEYOND SLIDING GLASS DOOR BOTTOM RAIL PERIMETER SEAL SPACING TO RU REJECT 6" DWSPHERE 1ST FLOOR CONCRETE BLOCK POURED CONC. I @ +0'-0" A.F.F. STUCCO STAIRS, FINISH ° a ° SLIDING GLASS DOOR MATERIAL T.B.D. TOP OF BEAM_ n FRAME SILL �0'-3" B.F.F. B.F.F. 4 a 44 I SHOE CANT BEAD KIM e d NOTE ACI HOOK VERIFY ALL BEAM HEIGHTS MEMBRANE ° ° 4 w/ STRUCTURAL PLANS WATERPROOFING 3/4"RECESS ° a VULKEM TRAFFIC COATING TO BE a USED ON BALCONY SURFACES 06 WATERPROOFING @ BALCONY NTS 02 STAIR DETAIL 3/41, = 1'-01, L� r 'i NON-SKID FLOORING ON EPDXY BASED SETTING MATERIAL FILLED CELLS w/VERT. DOWELS & GROUT OVER TRAFFIC COATING 3%" METAL RUNNER (SEE STRUCTURAL PLANS (NO PHOSPHATE BASED MORTAR) FOR FIRE RATED & ADJACENT WALLS TRACKS (25 ga) TOP & BOT FOR SIZES & LOCATIONS) TOP & BOT RUNNERS TO BE FASTENED TO CEILING & FLOOR @ MAX 24" O/C w/ 5/8 TRAFFIC COATING EMBED NAILS OR SELF TAPPING SHEET 3/4" RECESS--�, BULLNOSE METAL SCREWS FOR METAL TO METAL 3%" METAL STUDS n GARAGE/LOBBY @ EDGE d a (25 ga) @ 24" O/C ELEV-12'-0"/-11' 6" 4 a d GRADE VARIES d 4 1 1, I I I 1 I 1=1 I I 1 4 d —1 I El I E II 117 WATER DRIP] GROOVE 5/8" GYP BOARD w/ A LEVEL 4 FINISH OR SMOOTH STUCCO 5/8" DUROCK @ WET AREAS FINISHED BALCONY NOTE: BATiT INSULATION FOR WALLS P.T. 2x4 FRAMING AROUND ' BETWEEN CONDITIONED and ALL SHOWER OPENINGS UNCONDITIONED SPACES, AT OPT. LOCATIONS FOR SOUND- GENERAL NOTE SPECIFICATIONS: SEE PLANS -ALL CONCRETE SHALL BE OCEAN MIX -ALL NAILS SHALL BE GALVANIZED ALL FASTENERS SHALL BE STAINLESS STEEL 05�NY EDGE DETAIL NTS 01 INTERIOR FRAME WALL (NON BEARING) 1 1/2" = 1'-011 D1 I TYPICAL 2-STORY WALL SECTION MIN R-20 1/2 lb. PER CUBIC FOOT SPRAY APPLIED OPEN CELLED FOAM INSULATION THAT PASSES ACC 377 APPENDIX W WITHOUT A COATING PRE-ENG. ROOF TRUSSES @ 24" O/C RATRUN RESTRAINTS (SEE STRUCTURAL PLANS) a" GYPSUM BOARD CLG ATTACHED 41 u14 TO BOT CHORD OF TRUSSES �P.T.lx3FIRESTOPCONT. la CONCRETE TIE BEAM ;I (SEE STRUCTURAL PLANS) 1 II PRECAST METAL BAR JOIST Q �& CONCRETE FLOOR SYSTEM 1 0 0 0 0 L qln GYPSUM BOARD CLG ATTACHED TO HETAL HIHAT CHANNEL THAT IS SPACED 16" O/C 5/8" GYP BOARD OVER R4.1 FI-FOIL INSULATION STAPLED TO P.T. 1x2 FURRING @ 24" O/C o I P.T. lx4 CONT. °� IIII�illl,;,lII-III= ITi= L < ^ I ° III SEE STRUCTURAL PLANS I— FOR PILING, GRADE BEAMS, FOUNDATION DETAILS a: -<I kw 1-111 STANDING SEAM METAL ROOF (.032 ALUM 5V CRIMP) OVER VERSASHIELD ON PEEL & STICK MEMBRANE OVER 30# FELT TIN TAGGED TO APA 40/20 19/32" EXPOSURE 1 PLYWOOD SEE ANCHOR SCHEDULE ON STRUCTURAL PLANS FOR ROOF TIE DOWNS TOP OF BEAM 111hi +23'-6" A.F.F. Y� Ft SEE SHEET A802 FOR A802 TRUSS END DETAILS 2ND FLOOR v @+13'-2"A.F.F. TOP OF BEAM II� @ +12'-11" A.F.F. SH ACI HO TOP OF BEAM @ -0'-3" B. F. F. NOTE: ACI VERIFY ALL BEAM HEIGHTS w/STRUCTURAL PLANS FILLED CELLS w/ VERT. DOWELS (SEE STRUCTURAL PLANS FOR SIZES & LOCATIONS) 3/4" RECESS GARAGE/LOBBY (a. v ELEV-12'-0'7-11'-6" GRADE VARIES GENERAL NOTE SPECIFICATIONS: -ALL CONCRETE SHALL BE OCEAN MIX -ALL NAILS SHALL BE GALVANIZED -ALL FASTENERS SHALL BE STAINLESS STEEL 3/4" = 1'-0" I D2 I TYPICAL 3-STORY WALL SECTION MIN R-20 1/2 lb, PER CUBIC FOOT SPRAY APPLIED OPEN CELLED FOAM INSULATION THAT PASSES ACC 377 APPENDIX W WITHOUT A COATING 12 5 1/2 1 PRE-ENG. ROOF TRUSSES @ 24" O/C RATRUN RESTRAINTS (SEE STRUCTURAL PLANS) GYPSUM BOARD CLG ATTACHED 1 14 TO SOT CHORD OF TRUSSES I R.T. 10 FIRESTOP CONT. ° CONCRETE TIE BEAM 01 (SEE STRUCTURAL PLANS) II PRECAST METAL BAR JOIST 111, & CONCRETE FLOOR SYSTEM + 1 %8' GYPSUM BOARD CLG ATTACHED TO HETAL HIHAT CHANNEL THAT IS SPACED 16" O/C Ili rPRECAST METAL BAR JOIST i &CONCRETE FLOOR SYSTEM 1 0 0 0 0 iL:, + 1 a" GYPSUM BOARD CLG ATTACHED 1 TO HETAL HIHAT CHANNEL THAT IS SPACED 16" O/C I 5/8" GYP BOARD OVER R4,1 FI-FOIL INSULATION STAPLED TO P.T. lx2 FURRING @ 24" O/C T. lx4 CONT. e1 I I a" I —I I— ° SEE STRUCTURAL PLANS I— FOR PILING, GRADE BEAMS, i 1 FOUNDATION DETAILS 1 °1 (W rn"'1 V J W PTO�7�� F�--1 V J Jab No 1702030 IAk! 02 20'9 FL-0011105 FUN-A"3119 ALL IDEAO, DEBKN9, AiPANfiE14TJi0, � p MI5 NDICAIED OR �EENIED BY iHLPo ow+uar, AIi OW&D BY, � iH_ PidOFERIT anus QRICE.1 uEr� cra-aiED, Evav®. � Drvacst� r«xuse QL � N OM&OiION u11H nE 9FEOR� PR]EDi. NRE OF 911G1 meal. vEsrey, arazaxErEr+rs. oN PtaraG sww. � �BEv er. aN DIYA09ED to ANY FEpIT vl 7, DOF nwi loN.wr P Ai-L ESTBO, ITCTTHE.IRITTENPENU MLF R4mALL EB I. aK]11TEDDPa.uRfItEN DRffNNONB ON=ESE DRaU1GB &VEIL HAVE PFEDEDENDE OVER IBLE DREN0mN6 DLNiRADiCR98Ha1VERFT 1 BE RE9FYRI5IBLE i'qi al DII'IEHSIP191 O4NDInW6 (M iw JOB, t n11E OFiDE MJ3i AOtffIED OF.fNY YAPoAiIOHB iRa9 i1E DPElLMCNS a1D carortaxs suwN Br nE9E vNnLa�ss.s�aP vETaLs a ADF(2W1E 9D.LLE 111dt BE9 wUNF iHi6 Tm f I a -TM 02 11 E L F1mCEEDING D FABR L STN ON I1EM9 so NpiED. 01m11. ALL I2WNiE (88ERVED R4 mALL 9TOFF1 AFLHItECtS Pa A801 3/4" = 1'-011 'I I a r Job No. `i i02O3O il(bMOS AA003379 ALL IPEAS, DE4M,, AWAttMM, I PLA* INDICATiV OR � BY THB DRN1BWi AW �P BY, I FPDFRfY CF THIS MM I UM CREATED, Ev LV , l DEVEtO FOR 1 CN. I N laNEO m UN T E£OFIED F Xct N a SIIOH CONPITRIS SAM W 7E° ORNUM SHOR DVALLS OF ADEdl °..CALF MIST EE fUP IMP TO THIS OFFICE FOFT APPROVAL BFFLIE FROCEEDINi WITH FABRICATION ON ITEMS °.A NOTED. 02011. ALL RIGHTS RESERVED RANPALL STLFrf ARCHITEC PA ■ I CASING BY INTERIOR REVLSIONS BY DATE 2X6 P.T. BUCK i W/ 1/4" DIA. z OR OWNER 1-3/4" EMBED. 12" O.C.; 6" E.E. WOOD CASING, BY OWNER 12.212018 1X6 P.T. NAILER PROVIDE 2-1/4 MASONRY permdsets GS EDGE DISTANCE DRYWALL SEE METAL STUD PARTITION w/ PROVIDE SHIMS AS REQUIRED JAMB EXTENS ON AS NEEDED GYPSUM WALLBOARD WALL SECTIONS WOOD DOOR (SEE WALL TYPES METAL STUD PARTITION w/ (SEE FLOOR PLAN) ATTACH DOOR FRAME GYPSUM WALLBOARD PER LATEST N A PRODUCT 1, (SEE WALL TYPES) WOOD CASING, PAINT GRADE _ BLOCKING AS REQ'D APPROVALS PROVIDE SHIMS AS DOOR STOP (VERIFY w/OWNER) IRED -4- IMPACT RA DOORNOTCH) PER OCASING BY OWNER OR TFRE EXTERIOR WOREQOD DOOR STOP BEYOND PRE -HUNG WOOD DOOR FRAME ( EXTE �` LATEST NOA PRODUCT -- !NATERPROOFRMG APPROVAL PRE -HUNG WOOD DOOR FRAME FINISH FLOOR VARIES BY STONE OR BRICK DOOR STOP ROOM THRESHOLD (VERIFY SPEC's w/ OWNER) WOOD DOOR BLOCKING AS REQ'D VULKEM SEALANT ON NOTES: CONCRETE FLOOR SLAB (SEE FLOOR PLAN) PRE -HUNG WOOD (SEE FOUNDATION PLAN) BACK SIDE & FRONT LVERIFY w! OWNER IF SOUND DOOR FRAME ° .A WATERPROOFING INSIDE & OF BUCK NOTES: INSULATION WILL BE REQUIRED. Us r FACE OF OPENINGS, SEE WOOD DOOR 1 '2 V 2. VERIFY HINGE SIDE w/ FLOOR PLAN. (SEE DOOR SCHEDULE) NOTES: SPECS. STUCCO RETURN 1.VERIFY w/ OWNER IF SOUND{ INSULATION WILL BE REQUIRED. STUCCO w/ 1:VERIFY w! OWNER IF SOUND ^ 2. VERIFY HINGE SIDE w! FLOOR PLAN. INSULATION WILL BE REQUIRED. ) W H SMOOTH FINISH FILLED CELL OR 2. VERIFY HINGE SIDE w/ FLOOR PLAN. /�� c/o POURED COL., SEE STRUCT. `CAULK AS REQUIRED 1Yz'"=1'-0" *CAULK AS REQUIRED 1Yz'"=1'-O" *CAULK AS REQUIRED \ 1Yz"=1'-0" M DOOR OO R au s 0 nMC JL1N o DM4LaOL R ryp" UTEROOR DOOR R HEAD DE- AFL (Vtl Tvp" Oa4C�(��0� DOO OLD dG;1G�C� D(�4G°QO� H ` yp. UNTERHOR DOOR R THRESHOLD DE u UL D z NOTES: P ECASTLINTEL OR CMU WALL OVER PRECAST PLASTER W/ SMOOTH O 1. CAULKING, SEALANT, ADHESIVE, P URED BEAM LINTEL OR POURED CONC. PRECAST LINTEL OR STUCCO w/ FINISH STUCCO w/ PRECAST LINTEL OR 8 BEAM, SEE STRUCT. POURED BEAM OVERLAP OR GASKET SEALS WINDOW FRAMING SEE STRUCTURAL �j SMOOTH FINISH SMOOTH FINISH E STRUCTURAL DWG'S) POURED BEAM '—J AND WALL JOINTS TO FORM AIR BARRIER. DWG's) "' (SEE STRUCTURAL'DWG's) ��``--�� STUCCO w/ H 2X6 P.T. BUCK W/ Ya" SMOOTH FINISH 2. THESE PRINCIPLES ARE DRYWALL SEE TAPCONS W/ WASHERS 1Y4" O Q O WALL SECTIONS STUCCO w/ ALSO APPLICABLE TO DOOR Q EMBED @ 8" O.C. MAX, 2" WATERPROOFING INSIDE & _ - WEATHERPROOFING. WATERPROOFING INSIDE & LL SMOOTH FINISH FROM CORNER FACE OF OPENINGS, SEE DRYWALL SEE Q MOISTUR ARRIER FACE OF OPENINGS, SEE no C o O 00 ° z , z SPECS. z WALL SECTIONS FT L OVERLAPPED DIRECT 6 P.T. NAILER a LI MOISTURE AWAY OM SPECS. 1 STONE SURROUND IF Q z 0 W p p a DRYWALL SEE O STRUCTURE/ FRAMIN w 3Y4" APPLICABLE w / w 1X6 P.T. NAILER WATERPROOFING INSIDE & - F w Oa, WALL SECTIONS VULKEM SEALANT ON ¢' ^ • 4• FACE OF OPENINGS, SEE SIDE & FRONT C SING BY INTERIOR w w • �' SPECS. 0- BACK P OF BUCK O OWNER f r !� 3Yz 1X6 P.T. NAILER 6 N. HEAD CASING/ TRIM c J!#MB EXTENSION AS E T s OWNER CASING BY INTERIOR OR CASING BY INTERIOR OR r� „ CORNER BEAD STANDARD 2" TRACK, 2X4 P.T. BUCK W/ Ya" TAPCONS ° JAMBOWNEEXTENSION A lv J S " STONE SURROUND & D�6 P.T. 1D3B4" EMBED/4 TORSION SPRING SRTONE SURROUND & 1Y EMBED @ 8" O.C. MAX, 2" S NEEDED RETURN OTIONAL @ DRIP KERF IN OPERATED O.H. URN, SEE FROM CORNER 2X6 RIPPED P.T. BUCK W/ 1/4" PROVIDE 2-1/4" mi 1 O.C., 6" E.E. ELEVATIONS IMPACT RATED FRENCH STONE SURROUND DIA. x 1-3/4"EMBED.'@ 12" O.C.; N. (SEE ELEVATIONS) STUCCO RETURN GARAGE DOOR. 6" E.E. DOOR INSTALL PER RETURN OPTIONAL IN. MASONRY EDGE STEEL INSULATED IMPACT VULKEM SEALANT ON WATERPROOFING INSIDE & PRODUCT APPROVAL SEE ELEVATIONS 'PROVIDE 2-1/4" MASONRY � WINDOW UNIT DISTANCE RATED OVERHEAD DOOR w/ BACK SIDE .& FRONT ) FACE OF OPENINGS, SEE SPECS. OF BUCK EDGE DISTANCE FOLDED OR IMPACT RATED SLIDING WOOD VENEER INSTALL PER �� ^z NOTE: DOOR INSTALL PER PRODUCT APPROVAL VULKEM SEALANT ON SOLDERED SILL NOTE: s C s 1x BUCKS MAY BE USED IN LIEU OF 2x BUCKS P ODUCT APPROVAL BACK SIDE & FRONT IMPACT RATED FRENCH FLASHING WD. MOULD OVER 1x BUCKS MAY BE USED IN LIEU OF 2x BUCKS OF BUCK DOOR INSTALL PER USE P.T. 1x4'S w/ 1Yi' COIL NAILS @ 8" O/C, THE SILL (SLOPED TOP) 1X6 SMOOTH USE P.T. 1x4'S w/ 1Y2' COIL NAILS@ 8" O/C, THE PRODUCT APPROVAL C " JAMB CASING/ TRIM WINDOW/DOOR IS THEN TAPCONNED THRU THE CEDAR BD. OVER WINDOW/DOOR IS THEN TAPCONNED THRU THE € OVERHANGS APRON +/- 1" a BUCK C THE CONCRETE STRUCTURE PER ITS V=V-0" 1X PT. FURRING 1Ya'=V-0" *CAULK AS REQUIRED BUCK TO THE CONCRETE STRUCTURE PER ITS 1y"=1'-0" *CAULK AS REQUIRED 1Y"=1'-0" ' RESPECTIVE NOA REQUIREMENT. RESPECTIVE NOA REQUIREMENT. C�OaD© �G1 �I G pO ®OOC=OU�JC� �LODOf C C LA�� DOOR HEAD D��AOL Q S&RAW DOOR HEAD pM4AOL L TYPOC&L �OHDOW HEAD DETAOL O 4�lp�C�AL G�L�E[r�6H DOOR HEAD DE4G^Q�f� O0 2X6 P.T. BU K W/ 1/4" DIA. x 4 P.T.0 !4" DIA. x ACCEPTABLE WATERPROOFING 1-3/4" EMBED. @ 12" O.C., 6",E,E. INDICATES SKIM COAT PLASTER w! SMOOTH FINISH CASING BY INTERIOR 1-3/4" EMBED. @ 12" O.C., 6" E.E. 1. THOROSEAL MIXED w/ ACRYL 60 WATERPROOFING MEMBRANE AROUND CASING BY INTERIOR PROVIDE 2-1/4" MASONRY OR OWNER PROVIDE 2-1/4" MASONRY „ a CASING BY INTERIOR 2X P.T. BUCK W! 1/4 DIA. x PERIMETER OF ALL WINDOW OPENINGS. EXTEND'9" MIN: AROUND PERIMETER FACE OR OWNER EDGE DISTANCE 2X6 P.T. BUCK W! Ya" TAPCONS W/ WASHERS 1Y4" EDGE. DISTANCE ' ' EMBED @ 8" O.C. MAX, 2" FROM CORNER 1X6 P.T. NAILER OR OWNER 1-3/4" EMBED. @ 12" O.C., 6" E.E. 1X6 P.T. NAILER JAMB EXTENSION AS NEEDED PROVIDE 2-1/4" MASONRY EDGE 2. VULKEM 35ONF R MEMBRANE, 25 WET MILS MINIMUM INSIDE OPENING & DRYWALL SEE JAMB EXTENSION AS NEEDED 1X6 P.T. NAILER DRYWALL SEE RECESS IN CONCRETE DISTANCE �4 10 WET MILS W! AGGREGATE FOR STUCCO FINISH. EXTEND 12" MINIMUM AROUND IMPACT RA ED SLIDING WALL SECTIONS PERIMETER FACE. WALL SECTIONS POOR INSTALL PER INTERIOR SILL, SEE BY INTERIOR DRYWALL SEE u PRODUCT APPROVAL OR OWNER WALL SECTIONS JAMB EXTENSION AS 9 1 _ STEEL INSULATED IMPACT RATED - e IMPACT RATED WINDOW NEEDED z' ' VULKEM SEALANT ON 9 OVERHEAD DOOR w/ WOOD VENEER INSTALL PER PRODUCT _ IMPACT RATED FRENCH DOOR` 0 N BACK SIDE & FRONT INSTALL PER PRODUCT APPROVAL APPROVAL INSTALL PER PRODUCT ' - OF BUI6K M — QN EXTEND APPROVAL co x r VULKEM SEALANT ON $b1' f WD. MOULD OVER 1X6 SMOOTH CEDAR WATERPF3QOF G VULKEM SEALANT ON EXPEND a , BD. OVER 1X PT. FURRING BACK SIDE & FRONT EXTEND BACK SIDE &'I ,I ',WATERPROOFING,.';STONE OR BRICK OF BUCK I WATERPRQOFI G • FRONT THRES OF BUCK F EXTERIOR STONE SILL , WATERPROOFING INSIDE & WATERPROOFING MEMBRANE AROUND STONE SURROUND & STONE OR BRICK +--� FACE OF OPENINGS, SEE OPENINGS, SEE SPECS. RETURN OPTIONAL THRESHOLD SPECS. (SEE ELEVATIONS) STUCCO w/ STONE SURROUND & STUCCO w/ STONE SURROUND & WATERPROOFING INSIDE & SMOOTH FINISH RETURN OPTIONAL SMOOTH FINISH RETURN OPTIONAL STUCCO w! FACE OF OPENINGS, SEE STUCCO w/ (SEE ELEVATIONS) SMOOTH FINISH (SEE ELEVATIONS) CORNER BEAD FILLED CELL OR SPECS. SMOOTH FINISH FILLED CELL OR POURED COL., SEE WATERPROOFING INSIDE & FILLED CELL OR POURED COL, SEE NOTE: LIRRE, SE STRUCT. ' NOTE: POURED COL., SEE FACE OF OPENINGS, SEE FILLED CELL OR STONE S STRUCT.. 1x BUCKS MAYBE USED IN LIEU OF 2x BUCKS POURED COL. AT IF APPLICABLE, SEE ELEVATIONS 1x BUCKS MAYBE USED IN LIEU OF 2x BUCKS SPECS. am USE P.T. 1x4'S w/ 1Y2" COIL NAILS @ 8" O/C, THE CMU WALL, SEE STRUCT. USE P.T. 1x4'S w/ 1Y2" COIL NAILS @ 8" O/C, THE WINDOW/DOOR IS THEN TAPCONNED THRU THE STRUCT. WINDOW/DOOR IS THEN TAPCONNED THRU THE RESPECTIVE NOA RE CONCRETE STRUCTURE PER ITS 1Y2'=1'-0" *CAULK AS REQUIRED 1Y2'=1'-0" *CAULK AS REQUIRED BUCK TO THE CONCRETE STRUCTURE PER ITS *CAULK AS REQUIRED BUCK TO THE mom REQUIREMENT. 1Y2"=1'-0" *CAULK AS REQUIRED 1y"=V-0" z RESPECTIVE NOA REQUIREMENT: YATERPROO OO G=OM SPECS 4 SLODOM QLASS DOOR IJMB DET AOL P 31HA E DOOR JAN o DETAOL � ��rPo�AL �oaDO� dA�� �M�, AOL 2 1. ALL WINDOWS& EXTERIOR DOORS SHALL BE DESIGNED &INSTALLED TO WITHSTAND STONE OR STUCCO Job No. 17UZU3U APPLICABLE WIND LOADS AS REQUIRED BY FLORIDA BUILDING CODE 2017 AND ANY EXTENSION JAMB OTHER APPLICABLE CODES. SLIDING GLASSIF APPLICABLE C 2. GENERAL CONTRACTOR TO VERIFY MASONRY OPENINGS REQUIRED WITH WINDOW & ALUMINUM BI-PARTING DOOR SILL RI ER MOULD & 1X6 SMOOTH IMPACT RATED FRENCH (SEE ELEV'S) DOOR JAMB DOOR SPECIFICATIONS: SLIDING GLASS DOOR (SEE MFG. SP C's) CEDAR BD. TILE OR EPDXY FLOOR DOOR INSTALL PER (SEE DOOR SCHEDULE) (VERIFY wl OWNER) VULKEM SEALANT ON PRODUCT APPROVAL EXTENSION ADJUST FINIS FLOOR AS BACK SIDE &FRONT STONE OR STUCCO FRENCH DOOR & 3, ALL EXTERIOR WINDOW &DOOR GLAZING TO BE TINTED TO REDUCE SOLAR HEAT NECESSARY T FINISH OUT FLUSH CAST STONE 2X4 P.T. BUCK W/ 1/4" DIA. EXTENSION JAMB IF ALUM. THRESHOLD, GAIN IF REQUIRED BY ENERGY CALCULATIONS. ATTACHMENT PER OF BUCK -, - MFG. SPEC's w/ SLIDING GLASS DOOR SILL SURROUND, BEYOND x 1-3/4" EMBED. @ 12" O.C., APPLICABLE (SEE ELEV'S) INSTALL PER RISER WINDOW SILL 6" E.E. PRODUCT APPROVAL 4. ALL WINDOWS & EXTERIOR DOORS TO HAVE A SOLAR HEAT GAIN COEFFIC/ENT (SHGC) EXTERIOR LANAI (SEE ELEV'S) a PROVIDE 2-1/4" MASONRY AS INDICATED IN THE ENERGY CALCULATIONS STUCCO RETRUN EDGE DISTANCE 1X P.T. BUCKWIYa' FLOOR FINISH ( TAPCONS tK"EMBED CONCRETE FLOOR SLAB O a 5. G.C. SHALL SUBMIT ALL REQUIRED ENGINEERED SHOP DRAWINGS AND DOCUMENTED DRIVEWAY PAVERS (VERIFY w/ ESLOPE z• 2Yz" SILL &APRON BY INTERIOR @ 12" O.C., 2"MAX I L-WIU0S WINDOW AND DOOR TESTING SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE OWNER) WATERPROOFING INSIDE & ti VULKEM TRAFFIC COATING _ SL PE FACE OF OPENINGS, SEE OR OWNER FROM CORNERS. auIDEAS, DEsi Hs,nRRorcr�rs, wvs mlc moR DSpDS ELATED By THIS PRAWNS AR€ o By, T TFE FTmFERtt ARCHITECT. x SPECS. w a THIS office 4 JErg ABATED, EVp D, T DEVEI CPED w ISE ,. STONEORBRICK atewca++�alaiwTHn+Fsr�avleoERaEaw�cfeucH • ° :° PAVERS, RISERS& IXtINEEIGV9,Ara+ITHTHE$s xrnure0JECT, s�Der.oR 6. SEE FLOOR PLANS FOR WINDOW &DOOR LOCATIONS. a iv w FINISHED FLOOR, BY vlsaesEOTo arEaa,Ema.oReo�Rnn� oRAw 1X6P.T.NAILER THRESHOLD(TYP.) OWNER RANDALLE.STQP[lJ ITECTB,PAA7TT DIMEN6166ONTHESE d' •_,• °•• *• a ° i4g'0# UHAT9GEVER WIi THE WRITTEN nWMINW ••- ° " DRQJ9 SI HAEP CFPEK2 OVER W&E DIMENBIIXI9. T ALL WINDOWS & DOORS SHALL BE MANUFACTURED TO PROVIDE ALL JOINING •IT d DRYWALL SEE WALL cauRACTDRss A ERRri BEPrnBi�E aea " DI ENSIONS 4 CDHDITIONE RI THE. , T THIS Q Ia 1IST BE ° .° • " MATERIALS AND NECESSARY INSTALLATION ACCESSORIES AS REQUIRED PER WINDOW 8° SECTIONS OF AV VA y THESSF WWSE pII'EN MAW5 NJTEIEp OR DOOR DESIGN TO MEETCODE'FORLOADS. ' wNDrciwswvNertESEVRart�s.uovEau F INDICATES CONCRETE SLAB STUCCO w/ AT>EPJATE s:x MT eE°SHSE ITTEv rD THIS c>fa ECR 3/a'RECESS CONCRETE A Vik BEME Eve WITH FAeWCAncN ON ITErrs so ° ° (SEE STRUCTURAL. DWG's) SMOOTH FINISH WQ SLAB TYP. PAED"'01T.�'E"n REsEW.EO RAvoa.I. stacT ARWITEGTS 8. SEE BUILDING ELEVATIONS, DOOR & WINDOW SCHEDULES FOR HEAD HEIGHTS, POURED CONCRETE SILL w z MUNTIN BARS, AND OVERALL CONFIGURATION. * ' INDICATES STEEL INSULATED DOOR w/ WOOD VENEER a (SEE STRUCTURAL DWG'S) p' 1" RECESS @DOOR (SEE DOOR SCHEDULE) '3Y;a 4Y2" THRESHOLD , NOTE: 8' vn 9. SHOWER WINDOWS TO HAVE WINDOW TREATMENT FOR PRIVACY. CONCRETE FLOOR 1x BUCKS MAYBE USED IN LIEU OF 2x BUCKS' K SLAB USE P.T. 1x4'S w/ 1Y2' COIL NAILS @ 8"' O/C, THE t,x - * WINDOW/DOORIS THEN TAPCONNED THRU THE *CAULK AS REQUIRED 1/ -1 0 .CAULK AS REQUIRED BUCK TO THE CONCRETE STRUCTURE PER ITS t£, I 1Yz'=1'-0 *CAULK AS REQUIRED 1Yz =1'-0" *CAULK AS REQUIRED 1�"=1'-0" T' k RESPECTIVE NOA REQUIREMENT. ENYMO�OOR WONDOY A DOOR 8ENFERAL M0`O'MS � BLODOG�C� QLQS8 DOOR BOLL DE r&OL v � ® � (RaR E DD OOR BOLL DM � UL WdHDCW BOLL DEMM „ .. 7[ YODMIL G=G�3GO�J OOO OO R BQDDD LM DM�'QOLMEEM Q M 0a , u - ° 4 , 1. WATER HEATER: SEE MANUFACTURER'S FOR 16" MAX. SPECS INSTALLATION DETAILS: -,- :.. _, ,. , _ SOUND INSULATION 2. THERMAL EXPANSION PROVISIONS REQUIRED BY USE W Z W Z IF REQUIRED 21 GUY GRAY SPACE SAVER WITH 4" OF THERMAL EXPANSION TANK OR APPROVED DEVICE. W g W g - (VERIFY W/ OWNER) U) a 1n a MIN. DEEP BOX FOR METAL STUD WALL 3. COORDINATE WITH PLUMBING PLANS Q HOT WATER 1 COLD WATER La SUPPLY �L. SUPPLY WATER HAMMER ARRESTOR �'i YWA SIDE **SEE / WATTS BRVT PROVIDEDRYWALL z1" MIN. D D HW & CW HOSE CONNECTIONS PRESSURE INTERIOR PAINTED DRYWALL SURFACES WNACUUM BREAKERS / RELIEF VALVE METAL FRAMING (25ga) @ 16" O.C. (WATTS OR EQUAL) HEAT PRESSURE MAX. SOUND INSULATION, IF REQUIRED TRAPS RELIEF DRAIN HOT WATER (VERIFY w/ OWNER) WITH 2" AIR GAP RETURN METAL SILL CHANNEL OVER PLATE — /�(if recirc) 2017 FLORIDA BUILDING CODE-RESIDENTIA 1/2"HW& CHECK TO GROUD Z PER FBC 2017 P405.3.1: CWPIPING T&P VALVE WITH 2' AIR GA 7� A WATER CLOSET, URINAL, LAVATORY OR BIDET SHALL NOT BE 2" DIA. WASTE FINISHED WALL \ RELIEF VALVE SET CLOSER THAN 15INCHES FROM ITS CENTER TO ANY SIDE NOTE: WALL, PARTITION, VANITY OR OTHER OBSTRUCTION, OR CLOSER FINISHED FLOOR 1 V V \ A I H fl \ S O V. **USE WATER RESISTENT GREEN AFOR ALL PAINTED, NON -TILED WALLS NOT IN THAN 30INCHES CENTER -TO- CENTER BETWEENADJACENT 2"AIR GAP DIRECT CONTACT w/ WATER SUCH AS BATHROOMS &KITCHENS, OR CEMENT BACKER S FIXTURES. THERE SHALL BE NOT LESS THAN A 21-INCH BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH AS CLEARANCE IN FRONT OF THE WATER CLOSET, URINAL, LAVATORY SHOWERS TUB SURROUNDS** W & OR BIDET TO ANY WALL, FIXTURE OR DOOR." 3/8"=110" NOT TO SCALE NOT TO SCALE 1 1/2"=1'-0" TYMCAL PLUMMINQ Fff7URE CLEARANCE T5 wAsma mnmm comnEcT mm orrmL 12 ELECTROC WATER HEATER DD [MMIL s STYPOCAL ONTEMOR PG° R TOT ON WALL (NOO W-HEAPdONO) 4 20 ga. METAL FRAMING @ 16" O.C. MAX. OR AMRSTRONG 5/8" STUCCO FINISH DRYWALL GRID SYSTEM (VERIFY FINISH &COLOR) (SUSPENDED FROM STRUCTURE 4' O.C. MAX.) ° d � g C.M.U. WALL - REFER TO A ° J BEAD DRAWINGS FOR WITH SCREWED COUNTER- COLUMN OR PARTITION DETAILS. SUNKABS PLASTIC PLUG: AS SHOWN ON FLOOR PLAN - ° INTERIOR VERTICAL WALL PAN TAPERED -THREAD WITH CLEANOUT FACE SHALL TFE JOINT COMPOUND. BE WITHIN 4" OF WALL ° SIDE - FLASHING NAILED TO SURFACE. PROVIDE WALL WITH 30°, 1" WHERE CLEANOUT TEE PIPE EXTENSION IF REQUIRED. w ° IS CONCEALED IN A RETURN. F CHASEPARTITION, H 5/8" DRYWALL (USE MOLD RESISTANT Z 5/8" STUCCO PROVIDE A ROUND 18 GAUGE STAINLESS STEEL U Z J g EXTERIOR a DRYWALL ON ALL EXTERIOR PERIMETER z COVER WITH BEVELED __— D_ a -- ° ° WALLS), FURRING &INSULATION PER EDGES AND FLATHEAD W a' Z SIDE TYPICAL WALL SECTIONS MACHINE SCREW. 11 1 F- J ° ° .. A a> W U WEXTEND 4 ELASTOFLEX CONCRETE w ° CMU WALL OR CAST IN FLOOR ° PLACE CONCRETE SAP UP WALL SLAB (SEE STRUCTURAL DWG'S) BEHIND COUNTER*FLASHING 5/8" GYP. BD. FASTENED 6" MIN. 4". NOTE: O.C.@ PERIMETER & 8" O.C. PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED BALANCE .000 WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. NOTE: CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. - **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON -TILED WALLS NOT IN DIRECT CONTACT w/ WATER SUCH AS BATHROOMS &KITCHENS, USE CEMENT BACKER BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH NOT TO SCALE 1 1/2"=V-0" AS SHOWERS & TUB SURROUNDS** 1 1/2"=T-0" [ROOF A UTTWO C HU WALL WALL CLEAN OUT DETAPL I CMLM DESTML 77 iTYMCAL EXTER OR C HU WALL � 8" a° v a d CMU OR CAST IN ° ° ° a ° ° PLACE WALL d ° �I METAL JOIST TRACK ° • J r °q a P.T. 2x4 x 8" LONG w/ ° d CONCRETEDAS ° CMU WALL OR CAST IN ° INTERIOR (2)Y4" x 3" TAPCONS FASTENERESa ° PLACE CONCRETE ° TO CONCRETE REQUIRED (SEE STRUCTURAL SPACE ° ) (FINISHED) P.T. 2x4 STRONG BACK BRACE @ 48" O/C MAX 48' max P.T. 2x4 STRONGBACK P.T. 2X4 @ PERIM: w/— a° INTERIOR e 5/8" DRYWALL ON MIN, 7/8" FURRING @ 48" O/C MAX y4' x 1 y4' EMBED TAPCONS ° _ d ® SPACE ° ° CHANNELS @ 16" O.C. MAX @ 16" O/C (UNFINISHED) ° CLIP ANGLE, NO LESS THAN METAL METAL JOIST � j c a ° JOIST DEPTH MINUS 1/2" (ATTACH CLIP P.T. 2x4'S @ 24" O/C 1 x T&G CLG NAILED TO 2x4'S & TRACK TO CONCRETE w/ EXP. , NOTE: ° ANCHOR BOLTS, OR TAPCONS) **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON -TILED WALLS NOT IN DIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, OR CEMENT BACKER NOTE: BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH AS PROVIDE SOLID BLOCKING & BRIDGING AS REQUIRED 1 1/2"=T-0" SHOWERS & TUB SURROUNDS** 1 1/2"=V-0" ENTERPOO R DROPPED CEOLM DD ESTMIIL 10 C IOLONG JUST A T` TACH EMENT DD ETAOL 6 4YP9CAL ON5TEMOR CMU WALL 2 CMU WALL OR CAST IN PLACE CONCRETE (SEE STRUCTURAL DWG'S) VENTWI PERFORATED CAP ROOF TRUSSES @ 24" O/C ? 7 EXTERIOR FINISH c.o.PLUG 3"ABOVE TOP O W (SEE ELEVATIONS) WALL INSULATION OF PRIMARY (SCREWED) a (SEE TYPICAL WALL SECTIONS) DRAIN PAN A.H.U. TEE IN [ [ PREFAB ATTIC ACCESS W j SCUTTLE FRAME ATTACH a UNION PER MANUF. SPEC'S w z CONNECTIO LU o a. FURRING & GYPSUM BOARD TSP+1" ELBOW W (D Lu PER TYPICAL WALL SECTIONS Z N 5/8" GYP. BD. FINISH (SEE WALL TYPE & FLOOR PLANS) TSP +1" (3" MIN.) METAL STUD FRAMING A. SLOPE DRAIN LINE TO CONDENSATE / i / ti� ti (SEE WALL TYPE & FLOOR PLANS) RECEPTOR (MIN. 1/8" PER FOOT) GYP. BD. FINISH 8. DRAIN LINE SHALL BE COPPER PRE-MANUF SCUTTLE DOOR OR (SEE WALL TYPE & TYPE 1" AND INSULATED. 5/8" GYP BOARD SCREWED TO FLOOR PLANS) C. TSP= FAN TOTAL STATIC PRESSURE, MIN 1/2" CDX'PLYWOOD PANEL SOUND INSULATION (SEE WALL TYPE & FLOOR PLANS) DECORATIVE TRIM IS PART OF SCUTTLE FRAME - CEILING NOT TO SCALE NOT TO SCALE 1 1/2"=1'-0" COMENSAiTE P-TRAP DR TAIlL g iiYMCAL AT M ACCESS OE`ML 3 a-rao WALL 70 C OO NC RIME WALL DD EMI AFL � 00 r N r N N r REVISIONS BY DATE Q permit sets - I GS 12.212018 W U% Q nW ram, O H O00 0 [ r � O rT `0 CA rcl Job Na 1702030 FL-0011I05 FIRM AA00337{J ALL IDEAS, DEBIGNB, AIFAI�!,EMEI116, � FLAIH NJILAnD R2 REF48:EENIED BT 1HI5 DRNLIWi ARE dngo BY, � iVe PROPERTY R rule aPILE 1 uEr� LrBAtEv, EVOLVED, � vEVELDFID roR ueE OIL � N CLIIJEGFIRI WFH nIE 9PEcff1ED FRDJELi. NRff R 9UfM IDEAS. DEBKiS, dRRNGFI'FEI18, Qt fLA`B 9WLL EE USED Bl-, Q3 DISLLOEED ro art PB'a5R1EIR1 oR cof:Pauna F➢R.wr RW RNDALL AUL W14rSLE40R wnpur i1F BPor1FN PER'Il59KN R E S1RFi, p.RGH11ELi5, PA WNIEN DR•EN5ILt19 ON 1VESE DRALLINGS BHAI.L HAVE SRFG 4 DER OVER II5DREn51GNe. 01 N 1%6 I SHALL VE M 1 S RESPONSIBLE FOR ALL DIMFIED N 1 T VAD IQVe CM THE JOB, a THIS OSIDE MNer BE NOTIFIED R MT VA IR19,MD LLlDIilONO EVIOJN BY DEfNLB R 4DEOJAn: BLALE rQ QI� ROLE FLR APPRT/dL BEWfE rqN R111B0 £1J POLED. OMn. ALL RKaHr9 RESERVED RNAALL 9rRfr NSF11}ELr$ PA 902 41 E1 %iL 1. 1vw I NO. DESCRIPTION B 1. .DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT E SCALED FOR THE EXACT LOCATION OF EQUIPMENT, CABLEWAYS OR OTHER ITEMS. REFER TO THE ARCHITECTURAL PLAN AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT AND CONFIRM WITH OWNERS' REPRESENTATIVES. 2. THESE PLANS DO NOT SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND MEET ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL ELEMENTS OF THE FLORIDA BUILDING CODE (2017, 6TH EDITION) INCLUDING, BUT NOT LIMITED TO, THE BELOW SECTIONS OF THE NFPA. IN ADDITION, ALL WORKMANSHIP AND MATERIALS SHALL COMPLY WITH APPLICABLE NATIONAL, STATE AND LOCAL CODES, RULES, AND ORDINANCES. 70-14 (NATIONAL ELECTRIC CODE, 2014 EDITION) 72-13 (NATIONAL FIRE ALARM AND SIGNALING CODE, 2013 EDITION) 101-15 (LIFE SAFETY CODE, 2015 EDITION) 4. THE ELECTRICAL SYSTEM SHALL BE COMPLETELY AND EFFECTIVELY GROUNDED AS REQUIRED IN ARTICLE 250, NATIONAL ELECTRICAL CODE. 5. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER, LIGHT COMPANY AND TELEPHONE COMPANY. 6. ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN A FIRST CLASS, WORKMAN -LIKE MANNER. THE COMPLETED SYSTEM SHALL BE OPERATIVE AND ACCEPTANCE BY ENGINEER/ARCHITECT SHALL BE A CONDITION OF ANY SUB -CONTRACT. 7. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A WRITTEN WARRANTY THAT SHALL GUARANTEE 3 ALL WORKMANSHIP AN MATERIALS FOR ONE YEAR FROM THE DATE OF FINAL WORK K P D Y ACCEPTANCE BY THE OWNER OR OWNERS REPRESENTATIVE 0 0 I 8. RR U TO REVISIONS OR ARCHITECTURAL AND/OR .ENGINEERING EXPENSES THAT ARE INCURRED DUE / o a SUBSTITUTIONS REQUESTED FOLLOWING THE ISSUE OF APPROVED DRAWINGS SHALL BE PAID I FOR BY THE CONTRACTOR. O O 9. ALL 120V GENERAL BRANCH CIRCUITS CARBON MONOXIDE/SMOKE ALARM COMBO UNITS & I. LIGHTS TO BE PROTECTED BY ARC INTERRUPTING CIRCUIT BREAKER -PER NEC. EXCEPTION IS 04 GFI CIRCUIT TYPE BREAKERS FOUND IN KITCHEN BATHROOM GARAGES AND OUTDOOR. po PROVIDE TAMPER RESISTANT TYPE RECEPTACLES PER NEC, NORMALLY USED FOR GENERAL I POWER AND ILLUMINATION. ® 10. UNLESS OTHERWISE NOTED, ALL CONDUCTORS SHALL BE COPPER, WITH "THHN" INSULATION FOR SIZE #10 AND SMALLER. CONDUCTORS LARGER THAN #10 SHALL HAVE "THWN" 00 INSULATION. ALL CONDUCTORS #10 AND SMALLER MAY BE SOLID. ALL CONDUCTORS #8 AND 00 LARGER SHALL BE STRANDED. 00 iL THE CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND TESTS. 1 12. THE CONTRACTOR SHALL BE THOROUGHLY FAMILIARIZED WITH ALL ASPECTS OF THE PROJECT N AND SHALL VERIFY ALL CONDITIONS PRIOR TO CONSTRUCTION. C'4 13. ALL INSTALLATIONS SHALL BE COORDINATED BY THE CONTRACTOR WITH OTHER TRADES TO AVOID IMPACTS. 14: ALL REQUIRED CONSTRUCTION INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY AND 00 PROPERTY DAMAGE FOR THE DURATION OF THE WORK SHALL BE PROVIDED BY THE CONTRACTOR. z 15. .CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY PHASE OF THE INSTALLATION WHICH MAY BE DAMAGED. 3 o_ 16: THE ELECTRICAL CONTRACTOR SHALL VERIFY ALL EQUIPMENT FOR PROPER VOLTAGE, PHASE, AND CURRENT BEFORE CONNECTION TO CIRCUITS. I 17.' ELECTRICAL CONTRACTOR SHALL CHECK AND VERIFY EQUIPMENT FURNISHED AGAINST THOSE o 0 SPECIFIED OR INTENDED AND REVISE BRANCH CIRCUITS AS MAY BE REQUIRED WITH PRIOR APPROVAL OF ENGINEER/ARCHITECT. 0 18. ALL MATERIALS SHALL BE NEW AND SHALL BEAR UNDERWRITERS LABEL WHERE APPLICABLE. 19. EQUIPMENT SHALL BE U.L. APPROVED. IN 20. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED , II HUBS IN WET LOCATIONS AND SPECIAL ENCLOSURES FOR OTHERCLASSIFIEDAREAS. EC 21. DISCONNECT SWITCHES SHALL BE H.P. RATED, HEAVY DUTY, QUICK MAKE, QUICK BREAK, WITH j C ENCLOSURES AS REQUIRED BY EXPOSURE. w 22. CIRCUITS SHOWN ON PLANS ARE TO DETERMINE LOAD DATA AND PANEL SIZE. THE CONTRACTOR SHALL PROVIDE CIRCUITS TO SUIT JOB CONDNIONS. ANY DEVIATIONS FROM THE APPOVED PLANS SHALL GENERATE A REVISION, REVISED PLANS SHALL BE PRESENTED FOR REGULATORY p REVIEW AND APPROVAL PRIOR TO THE FINAL INSPECTION APPROVAL / z23. FURNISH AND INSTALL UGHTING FIXTURES AND LAMPS AS CALLED FOR ON PLANS, OR AS w SELECTED BY OWNER. 0 - 24. SERVICE ENTRANCE EQUIPMENT FOR ALL ELECTRICAL ELEMENTS TO HAVE MIN. A.I.C. RATING OF LL1 42,000 AMPS AND BE NEMA 3R RATED m 0 0' 25. ALL ELECTRICAL EQUIPMENT AND CABLING RATED @ 7FC CONTINUOUS DUTY. 0 z H 00 aO Do 00 O H w O w 7 6 5 GENERAL NOTE NO. DESCRIPTION 1. THE PURPOSE OF THIS DRAWING IS TO PROVIDE POWER ROUTING AND CONSTRUCTION DE AILS. THESE PLANS DETAIL THE FINAL ARRANGEMENT OF EQUIPMENT AND THEIR ASSOCIATED APPENDAGES. 2. ANY AND ALL QUESTIONS AS TO THE INTENT OF OR PROCEDURES SET FORTH IN THESE DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER R T THE SU EE PRIOR 0 BM SSION OF A BID. LACK OF KNOWLEDGE OR UNDERSTANDING OF PLANS SHALL NOT JUSTIFY AN CLAIMS OR EXTRA COMPENSATION. 3. ALL SYMBOLS MAY NOT BE USED FOR THIS PROJECT. 4, PRIOR TO CONSTRUCTION, THE ELECTRICAL CONTRACTOR SHALL: a. VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. b. PRIOR TO CONSTRUCTION, THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE ELECTRICAL SERVICE WITH THE UTIUTY'S REPRESENTATIVE. c. NOTIFY THE ENGINEER OF ANY CHANGES REQUIRED TO COMPLETE NEW CONSTRUCTION. 5. ALL LIGHTING FIXTURES AND FANS TO BE SELECTED BY OWNER/ARCHITECT, UNLESS QTHE WISE NOTED. 6. ARCHITECT TO SET MOUNTING HEIGHT FOR ALL FIXTURES WHERE APPLICABLE UNLESS OTHERWISE NOTED. 7. FOR FLOOR RECEPTACLES, PROVIDE BRASS COVER AND COVER PLATE AND FLUSH WITH FLOOR. VERIFY EXACT LOCATION WITH GC/OWNER. PROVIDE 1/2" C UNDER SLAB FROM WALL. B. MC CABLE MAY BE USED IN LIEU OF RIGID CONDUIT. 9. PROVIDE GREEN WIRE GROUND TO ALL EXTERIOR FIXTURES (EXCEPT WALL MOUNTED) AND JUNCTION BOXES. 10. CONTRACTOR TO CONFIRM CABLE LENGTH FROM UTILITY TRANSFORMER/METER TO FIRST CONNECTION POINT MEET THE NEC MINIMUM VOLTAGE DROP REQUIREMENTS. 11. ELECTRICAL CONTRACTOR SHALL VERIFY THE HEIGHT OF ALL EQUIPMENT PRIOR TO INSTALLATION. 12. SWITCHES ARE TO BE MOUNTED AT 48" ABOVE FINISHED FLOOR, UNLESS OTHERWISE 'NOTED. 13. VERIFY EXACT LOCATIONS OF ALL KITCHEN EQUIPMENT WITH THE OWNER/ARCHITECT PRIOF TO CONTRACTION. VERIFY MOUNTING HEIGHTS OF RECEPTACLES. 14. VERIFY MOUNTING HEIGHT OF TELEVISION OUTLETS WITH OWNER, PRIOR TO CONSTRUCTION 15. ELECTRICAL CONTRACTOR SHALL REVIEW AND COORDINATE ALL DATA, TELEPHONE, CABLE, AND OTHER LV, AUDIO VISUAL, & LIGHTING SYSTEMS WORK AND MATERIAL WITH THE LOW VOLTAGE CONSULTANT AND INTERIOR DESIGNER. 16. AV POWER BY OTHERS. ELECTRICAL CONTRACTOR TO OBTAIN ALL LOADS PRIOR TO INSTALLATION. 17, PROVIDE FEED BACK AND CONTROL TO LV CONTROL SYSTEM. 18. LIGHTING NOT INDICATED AS SWITCHED OR POWERED IS TO BE CONNECTED VIA LOW VOLTAGE SYSTEM. 19. POWER BATHROOM EXHAUST FANS THROUGH LOCAL LIGHTING CIRCUIT AND CONTROLLED THROUGH SEPARATE SWITCH 20. ALL A/C DISCONNECTS, EXTERIOR EQUIPMENT, & POOL/SPA EQUIPMENT TO BE NEMA 3R RATED. 21. ALL ENTRANCES TO GRADE SHALL BE SUPPLIED WITH A UGHT FIXTURE AND SWITCH. VERI WITH INTERIOR DESIGNER/LOW VOLTAGE SYSTEM PLANS. 22. ALL BONDING OF PIPE AND FOUNDATION STEEL SHALL BE IN ACCORDANCE WITH NEC 250104 23. LIGHTING LEVELS ALONG PATH AND EGRESS SHOULD MAINTAIN MINIMUM 1 FOOTCANDLE MEASURED FROM THE CENTER OF TREADS AND LANDING IN ACCORDANCE WITH FBC R303. 24. MINIMUM OF 75% OF PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL HAVE HIGH EFFICIENCY LAMPS. 25. ALL FIXTURE ABOVE TUB AND SHOWERS SHALL BE RAT VP WITH NEC AL RATED IN ACCORDANCE 410.10 (D) LOAD CALCULATIONS APPROXIMATE SQ. FT.:. 5,994 CITY GENERAL LOADS DESCRIPTION KVA - GENERAL POWER& LIGHTING (3 VA/SQ. FT.) 18.0 1 ALARM, FIRE (0,5 KVA/UNIT) : 0.5 1 ALARM, SECURITY (1.5 KVA/UNIT) 1.5 8 AP LI NCE REFRIGERATION 1.5 KVA/UNIT A ( ) 12.0 1 CENTRAL VACUUM (1.5 KVA/UNIT) 1.5 2 DISHWASHER (1.2 KVA/UNIT) 2.4 1 DISPOSAL (0.9 KVA/UNIT) 0.9 1 DOUBLE OVEN, ELEC (11 KVA/UNIT) 11.0 2 DRYER, ELEC (5 KVA/UNIT) 10,0 9 DWELLING SMALL APPLIANCE & LAUNDRY (1.5 KVA/UNIT) 13.5 1 GARAGE DOOR (0.5 KVA/UNIT) 0.5 1 HEATER, GAS (0.5KVA/UNIT) 0.5 2 HOOD (1.5 KVA/UNIT) 3.0 1 HVAC (1.8 KVA/UNIT) 1.8 2 LIGHTING, POOUSPA (0.5 KVA/UNIT) 1.0 1 PUMP HOT WATER RECIRC (1.5 KVA/UNIT) - 1.5 1 PUMP, JACUZZI ('.2 KVA/UNIT) 8.2 1 PUMP, POOL/SPA.(6.2 KVA/UNIT) 82 1 PUMP, WHIRLPOOL (1 KVA/UNIT) 1.0 1 SAUNA 0.9 KVA/UNIT) 1.9: 6 SPARK POWER (0.5 KVA/UNIT) - 3.0 2 TIME CLOCK, POOUSPA (0.5 KVA/UNIT) - 1.0 2 1.5 KVA/UNIT WASHER ( ) 3.0 2 CAR TRICKLE CHARGER (0.5 KVA/UNIT) 1.0 - TOTAL KVA LOAD 102.9 SERVICE LOAD CALCULATIONS DESCRIPTION KVA REMARKS FIRST 101KVA 0 @! 100% 10.0 KVA 0 REMAINDER KVA 40h 37.2 KVA COOLING @ 100% 29.7 KVA ELEVATOR @ 100% 10.0 KVA TOTAL KVA LOAD 86.8 KVA SERVICE SIZE AMPS: 361.7 A FIRE ALARM NOTES NO. DESCRIPTION 1. PROVIDE AC POWER TO SMOKE DETECTORS FROM DWELLING UNIT POWER PANEL. 2. FIRE ALARM PANEL IS REQUIRED PER NFPA 72-11.8.2.2 2(NEC2011 NFPA 72-29: . Q O (N ) [ 8 2.2(2) (NEC 2012)] WHEN THE NUMBER OF SMOKE DETECTORS EXCEEDS (12) MAKING SINGLE CIRCUIT WIRING FOR POWER PROHIBITED. 3• ALL SMOKE ALARMS & CARBON MONOXIDE ALARMS TO BE COMBO UNITS AND TO HAVE BATTERY BACKUP AND SIGNAL SIMULTANEOUSLY W/ TEMPORAL SOUND. SMOKE/CARBON ALARMS TO BE LOCATED MIN 3' 0" FROM: R/A & SUPPLY GRILLS, KITCHENS, BATHROOMS. SMOKE DETECTORS SHALL BE LOCATED AT THE HIGH POINT OF THE SPACE. 4• ALL SMOKE ALARMS & CARBON MONOXIDE ALARMS TO BE LOCATED IN ACCORDANCE WITH NFPA 72-29.5.1. 3.1 ALL POINTS ON THE CEILING SHALL HAVE A SMOKE ALARM WITHIN A DISTANCE OF 30 FT DISTANCE TRAVEL L HAVE E E OR SHALL AN EQUIVALENT OF ONE SMOKE ALARM PER 500 FT2 OF FLOOR AREA. EQUIPMENT SCHEDULE DWG TAG QTY MNF. OR EQUAL MODEL OR EQUAL ELECTRIC (Volt/Phs/Hz) CIRCUIT BREAKER SIZE LOCATION REMARKS EMERGENCY GENERATOR 1 KOHLER 20RESC 120/240 10-3W 100 EXTERIOR UTILITY TERRACE - LVL02 ELECTRICAL A/C LEGEND UNIT NO. PNL FEED V/P/Hz, CONDENSING UNIT AIR HANDLER UNIT REMARKS FEEDERS C.B:;(NEMA 3R) FEEDERS C.B. (NEMA 1) AHU 1-1 A 40/1/60 2 #10'S THIN CU 30 2 #8'S: THWN CU S0 CU 1-1 1 #10 GND 1/2" 1 #10 GND 3/4»' AHU 2-1 B` 40/1/60 2 10'S # THWN CU 30 2 8'S # THWN CU 50 CU 2-1 1 #10 GND 1/2» 1 #10 GND 3/4" B 240/1/6 THIN2 CU 30 THWN S0 CU2-2 1 # Ot GND 1 #108'S ND 3/4CU' AHU 3-1 A 240/1/60 2 #8'S THWN CU `50 2 #6'S THWN CU 60 CU 3-1' ' 1 #10 GND 3/4" 1 #10 GND 3/4" FEEDER SCHEDULE KEY NOTES NO. DESCRIPTION 100 400 AMP 2P. 3 WI E FEEDER - (2) RUNS OF (2) 2" CONDUIT WITH (3) #3/0 COPPER 11 R - (2) RUNS OF (2) 2" CONDUIT WITH (3) #3/0 COPPER WITH (1) 3. EQUIPMENTGROIUND ® 10OAMP2P. 3 WIRE FEED R - (1) RUNS OF (1) 1-1/4"CONDUIT WITH (3) #3 COPPER WITH (1) 6. EQUIPMENT GROUND 200 200 AMP 2P 3 WIRER FEEDER - (1) RUNS OF (1) 2" CONDUIT WITH (3) #3/0 MCM KCMIL COPPER WITH (1) 4 EQUIPMENT GROUND 300 ER - (1) RUNS OF (1) 2-1/2' CONDUIT WITH (3) #250 COPPER WITH (1) 4 EQUIPMENT GROUND 700 R - (1) RUNS OF (1) 1-1/4"CONDUIT WITH (3) #3 COPPER WITH (1) 6 E UIPMENT GROUND Q PROVIDE (1) #2/0 ;GROUNDING ELECTRODE IN 1" PVC CONDUIT AND BONDED TO STRUCTURAL STEEL IN BUILDING ROOTER METAL UNDERGROUND WATER PIPE AND METAL DER UN GROUND GAS PIPE. IF AVAILABLE)TN ACCORDANCE WITH NEC 25 - PART III. ( 0 50, PROVIDE MADE ELECTRODES CONSISTING OF THREE COPPER CLADE GROUND RODS (IF FLUSH TEST WELLS) 5/8" X 10'-0". MEASURE RESISTANCE TO GROUND ADD ADDITIONAL GROUND RODS IF REQUIRED TO REACH THE 5 OHM LEVEL. DO NO PROVIDE BONDING JUMPER IN DISCONNECT.. NBLv a z iNTER10R ' EXTERIOR ! w t ` -► NOTE:/ �� EQUIP ENT TO BEE NEMA 3R ORl(TED EMERGENCY GENERATOR EXIERIUR INTERIOR -- ► SECOND FVFL. SERVICE 110 100 RATED 'MDP` 200 300 700 M 2P4 + U PNL 'A' PNL 'B' PNL 'P' cn 0 o J d 100 BLDGND S POOL SPA EQUIPMENT EQUIPMENT MENT 4 0 2P 40 F 1) 110 GND 2P 40 F 3)% S S _ 1) 1C GND U GROUNDING BRIDGE I NN HWN CU Q ARUNGTON INDUSTRIES W CU MODEL B5 2INC WITH IN UQ,-TIGHT FLEX. 3/4» IN UO.-TIGHT FLEX. FIRSi LEVEL .. P NTABLE COVER CONDUIT. w GRADE - CONDUIT - - - 3(. -.0 -HAUL -- N MIN 8' BLDGND NA TO FPL TRANSFORMER MIN 8'40 120-24OV/1PH/6OHZ BOND WP. - - I BOND TO (x2) 5/8"OxOPT FOUNDATION STEEL Ito GND ROD 00 SCALE: N.I.S. N a 8 7 a BOND TO CWP. BOND TO GNT) ROD"0x10FT FOUNDATION STEEL 6 5 5 STANDBY GENERATOR LOAD CALCULATIONS APPROXIMATE SQ. FT.5,994 QTY GENERAL LOADS DESCRIPTION KVA - GENERAL POWER -& LIGHTING' 3 VAS . FT. Q 0.0 1 ALARM, FIRE 0.5 KVA/UNIT) 0.0 1 ALARM SECURITY 1.5 KVA/UNIT) 0.0 8 APPLIANCE REFRIGERATION KVA/UNIT) 1.5 ( / ) 7.5 1 CENTRAL VACUUM 1.5 KVA UNI 0.0 2 DISHWASHER 1.2 KVA/UNIT) 0.0 1 DISPOSAL 0.9 KVA/UNIT) 0.0 1 DOUBLE OVEN, ELEC 11 KVA/UNIT) 0.0 2 DRYER, ELEC 5 KVA/UNIT) 0.0 9 DWELLING SMALL APPLIANCE & LAUNDRY 1.5 KVA UNIT 0.0 1 GARAGE DOOR 0.5 KVA/UNIT) 0.0 1 HEATER GAS 0.5 KVA UNIT 0.0 2 1' HOOD 1.5 KVA/UNIT) HVAC (1.8 KVA/UNIT) 0.0 0.0 2 LIGHTING POOL SPA 0.5 KVA/UNIT) 0.0 1 PUMP HOT WATER RECIRC 1.5 KVA UNIT 0.0 1 PUMP, WHIRLPOOL 1`KVA UNIT 0.0 1 SAUNA 1.9 KVA/UNIT) 0.0 2 WASHER ( 1.5 KVA/UNIT) 0.0 TOTAL KVA LOADI 7.5 SERVICE LOAD CALCULATIONS DESCRIPTION KVA REMARKS FIRST 10 KVA @ 100% 7.5 KVA REMAINDER KVA @ 40% 0.0 KVA COOLING @ 100% 10.0 KVA MANAGED AC 1-1,'2-1 2- 2- ELEVATOR @ 100% 0.0 KVA DOCK EQUIP. @ 100% Q 0.0 KVA TOTAL KVA LOAD IZ. KVA SERVICE SIZE AMPS: 72.9 A GENERATOR NOTES MANAGED a ,NIREVFSION3 BY e DATE 2 1 ��y�++► 01: E 12-27-18 cv T-- - __._._ .---------- ' I- __-- ` X X - JOHN W. LANGFORD. ENGINEERING L'LC . M 62.5% NGD 185 NW SPANISH RIVER BLVD. V D. 250 BOCA RATON FLOR IDA DA 33431 F _ X Tel. (561) 237-5223 X www.JWLENGINEERING.com X X ANY DESIGN CHANGES TO THE SYSTEM DESCRIBED IN THESE PLANS WITHOUT THE X PRIOR WRITTEN APPROVAL OF E TH ENGINEER x. OF RECORD WILL VOID THESE PLANS. ALL EXPENSES INCURRED DUE TO THESE CHANGES X WILL BE THE RESPONSIBILITY OF THE PARTY La PERFORMING SUCH CHANGES. -^ X X X X MEP EQUIPMENT O SHALL BE LOCATED ABOVE THE BASE FLOOD ELEVATION +1 FOOT, EXCEPT AS REQUIRED TO ADDRESS LIFE SAFETY REQUIREMENTS. �4 C4 W � V J H-1 O UPPER TO CONCEAL LIGHT �j Q MANAG D -._-- E �-I ADJUST HT. AS RE 'D VERIFY EXACT HT/ O TYPE OF B'SPLASH 8 H X . ®- cTR vaNltt _ T i I� W i I ALIGN ALL OTHER �4 1�1 I � LL-- LV/ Hvac coNraoLs � W SWITCHES00 O GANG SWITCHES AS POSSIBLE PROVIDE SOLID BLOCKING jyj O AS REWD .FINISH FLOOR_ NO. DESCRIPTION 1. FUEL TYPE: NATURAL GAS. OPTION EQUIPMENT TO INCLUDE SILENCING MUFFLER AND TIME DELAY START IME DELAY STOP NEMA 3R ENCLOSURE. 2. AUTOMATIC TRANSFER SWITCH KOHLER -2P 100 AMPS 120/240 1A 3W SOLID NEUTRAL. - - - TRANSFER SWITCH TO HAVE PILOT LIGHTS TO SHOW POSITION OF SWITCH AND LOCKABLE COVER. 3. LOAD SHEDDING IS REQUIRED, CONTRACTOR SHALL SUPPLY LOAD SHEDDING MODULES OR SHUNT TRIP BREAKERS TO SUIT MANAGED LOADS. SEE GENERATOR CALCULATIONS. TYPICAL SWITCH I-+ � rr V� I OUTLET DETAIL _ SCALE: N.T.S. D1 ELECTRICAL PANEL SCHEDULE PNLTAG 'MDP'(1)(2) 11 PANELTYPE BOLT ON I SQUARED OR EQUAL142,000 Q PANEL AMP RATING: 1400 :. MOUNTING .SURFACE vows: 120/240 10 3W I IMFG: POSITIONS. 24 �. MIN. A.LC.AMPS I� III' .. • ®�® " ®®,■®�©�®' .. • �_ .. tea© L ®©�■om®ateELEVATOR EQUIP. CIA 1100.6 KVA PANEL LOAD CALCULATIONS REMARKS: mB 193.4 KVA LEG A AMPS 419.0 (1) MAIN CIRCUIT BREAKER. LEG B AMPS 389:1 (2) Q CONFIRM ELECTRICAL REQUIREMENTS. FEEDER (2) RUNS (3) #3/0 (3) NEMA 3R ENCLOSURE GRND (1).3 PANEL SERVICE AMPS FEEDER COND. (2) 2" (SEE SERVICE CALCS) 361.7 r a w �.s I FL Gm 11.4 I cn 0 ri EA EA pf ~ N U III ri I HEREBY CERTIFY THAT THESE PLANS WERE MADE UNDER MY RESPONSIBLE CHARGE. THIS DOCUMENT IS ELECTRONICALLY SIGNED AND SEALED PURSUANT Z TO SECTION 471.025 OF THE E.O.L. FLORIDA STATUTES AND 61G15 SD SD SD - OF THE FLORIDA ADMINISTRATIVE CODE. z TAPPED HOLE � �N, IN BOX THIRD LEVEL ... -- JQHN LANGFORD, FL#69962 E.O.L. GROUNDING SCREW - SD SD SD � I 1 ` #10 32 x 3/8 SLOTTED JO 7A�si HEXAGON HEAD, WASHERf FACE SCREW (TYPICAL) e<° • Sir "� r. ' F SECOND LEVEL ` 1 E.O.L. WD_ 11 b SO WIRE NUT JQ YS (TYPICAL) 3/4»COND. °�' ' O N Date ' 8 14'J' 1& '2018 CONDUIT (TYPICAL) ) FIRE ALARM NOTE: LA PANEL _ POWER PLAN .GROUNDING CONDUCTOR & A-28 NEURAL CONDUCTOR IN W/ BATTERY ^ NOTES, EQUIPMENT, 8 MULTI WIRE BRANCH CIRCUITS iC#8 BACK-UP All SPECS. & CALCS. 5 SHALL BE CONTINUOUS SO - - -- - FIRST_ LEVEL Y THAT REMOVAL OF DEVICE n WILL NOT INTERFERE WITH - _- - -' - --- � TYPICAL OUTLET CONDUCTOR CONTINUITY. - GROUNDING DETAIL_ - A3 SMOKE DETECTOR RISER Al _® SCALE: N.T.S. SCALE: N.T.S..101 4 3 2 1 -. -1 n4 n-7 nnlu 7n-1 1 nn nn nn OUTLET BOX GROUNDING CONDUCTOR (GREEN) I (.D MFG. SCHEDULE Ws 1200 S 42 6 MOIIN= I SUI I II 4 - 3 2 1cc FACE DO AMPS SERIES RATED . BUS KVA BUS KVA LOAD COND. WIRE SIZE POLE AMPS CKT BUS CKT AMPS POLE WIRE SIZE COND. LOAD A B A B 5.8 AHU 3-1 (2) (4) 3/4' - 6 2 60 : 1- x 2 50 2 8 3/4". CU 3-1 (2) (4) 4.2 „ „ " " 3 x 4 „ a „ 4.2 1.4 RECEPT, MAST BED RM - 14: 1 15 5 x 6 15 1 14 RECEPT, MAST BED. RM 1.4 1.5 RECEPT, MAST BATH - 12 1 20 7 x 8 20 1 : 12 UC. REFRIG. 1.5 1.6 REFRIGERATOR - 12 1 20 9 x 10 20 1 . 12 - WINE COOLER 1.5 1.5 REFRIGERATOR - 12 1 20 11 x 12 20 1 12 - EXHAUST HOOD (5) 1.5 0.5 RANGE SPK. PWR. - 14. 1. 15 13 x 14 15._ 1. ` 14 - DISHWASHER 1.2 0.0 SPARE - 14 1 15 15 x 16 15 1- 14 - DISPOSAL 0.9 1.5 RECEPT, KITCHEN SM APP - 12 1 20 17.. x 18 20. 1 12 - RECEPT, KITCHEN. 1.6 1.5. RECEPT, KITCHEN SM APP - 12 1 20 19: x 20 20 1 `. 12 - RECEPT, KITCHEN 1..6. 1.8 HMDR(2) - 12 1 20 21 x 22 20 1 12 - UC. REFRIG. 1.5 1.5 UC. ICE MAKER - 12 1 20 23 x 24 20 1 12 - WINE COOLER : 1.5 1.5 UC. REFRIG. - 12 1' 20 25 x 26 1.5 1 14 - GARAGE DOOR 0.5 1.5 SECURITY ALARM SYSTEM (2) - 12 1 20 27 x 28 15 1 1 14 1/2" SMOKE DETECTORS 0.5 1.5 GENERAL LIGHTING - 12 1. 29 x 30 20 1 12 - GENERAL LIGHTING 1.5 , 1.5 GENERAL LIGHTING - 12 1- 31 x 32 20 1 12 - GENERAL LIGHTING 1.5 4.5 AHU 1-1 (2) (4) 3/4' 8 2 33 x 34 30 2 10 1/2" CU 1-1 (2) (4). 2.8 4.5.35 N15 x36 „. „ „28 1.4 RECEPT, VIP SUITE - 14 1 37 x 38 20 1 12 - RECEPT, VIP BATH 1 5 1.4 RECEPT, BEDROOM 2 - 14 1 39 x40 20 1 12 - RECEPT, BATHROOMWHIRLPOOL TUB (2) - 14 1 41 x 42 15 1 14 CAR TRICKLE CHARGER (2) 1.0 Cs ^I r r JOHN W. LANGFORD ENGINEERING, LLC. u 185 NW SPANISH RIVER BLVD. #250 BOCA RATON, FLORIDA 33431 Tel. (561) 237-5223 Fax. (561) 237-5680 www.JWLENGINEERING.com ANY DESIGN CHANGES TO THE SYSTEM : DESCRIBED IN THESE PUNS WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER OF RECORD WILL VOID THESE PLANS. ALL EXPENSES INCURRED DUE TO THESE CHANGES WILL BE THE RESPONSIBILITY OF THE PARTY PERFORMING SUCH CHANGES. Q o OA 41.2 KVA PANEL LOAD CALCULATIONS REMARKS: 0 hJB. 38.2 KVA SEE LOAD CALCULATIONS (1) MAIN LUGS ONLY. o(2) CONFIRM ELECTRICAL REQUIREMENTS: 1. (3) PROVIDE ARC -FAULT INTERRUPTING CIRCUIT BREAKER. pl FEEDER CTY (4) NON -CONCURRENT LOADS. PROVIDE 'HACR" RATED BREAKER. CD FEEDER Cu 3/0 N. (1) 4 (5) VERIFY LOCATION. I '- GRIND CU (1) 2" (6) POWER EVAPORATOR UNIT THROUGH CONDENSING UNIT. SEE MNF. IN TALL DIRECTION. _ COND. (7) POOL/SPA EQUIP. TO BE SUPPLIED W/ GFI BREAKER.IAW NEC 680.22 (B) (8) CONTROLLED THROUGH TIME CLOCK D ® (9) NEMA 3R ENCLOSURE O III 00 :.00 ELECTRICAL PANEL SCHEDULE m I PNL TAG "B". GENERAL HOUSE PWR. PANEL TYPE: LOAD CENI EK (1) PANELAMPS' 250 MOUNTING SUKYHI.0 voLTs:.. 120l240 10-3W MFc: SQUARED OR EQUAL Poslnorvs 42 MIN A[c 22,000 AMPS ERIES RATED �I, N f N I 0 0 / D_ 3 a I 0 0 I 0 0 I N Ih I 0 3 O_ 0 J w co w U BUS KVA LOAD COND. WIRE SIZE POLE AMPS CKT BUS CKT AMPS POLE WIRE SIZE COND. 'I -LOAD BUS KVA A B A- B 4.5 AHU 2-1 (2). (4) : 3/4" 8 .2 50 1 x 2 30. 2 10 1/2" CU 2-1 (2) (4). 2.8 4.5 1 „ .1 ,,. „ 3 x 4 ,,. „ „ " 2.8 4.5 AHU 2-2 (2) (4) 3/4" 8.. 2 50 5 x 6 30 2 10 1/2" CU 2-2 2) (4) '�� 2.8 4.5 " 1. ". „ 7 x 8 .�. „ „ _ :. 2.8 1.4 RECEPT, EXTERIOR LVL03 - 14 1 15 9 x 10 15 1 14. - RECEPT , LOUNGE 1.4 1 2.5 DRYER, ELEC. - 10 2 30 11 x 12 20.: 1 12 - RECEPT; LAUNDRY/UTIL. I 1.5 2.5 13 x 14 20 1 12 - WASHER 1.4 RECEPT, OUTDOOR LIVING 1/2" 14 1 15 15 x 16 15 1 14 1/2" SPK. PWR. ''� 0.5 0.5 SPK. PWR. 1/2" 14 1 15 17 x 18 20 1 12 - EXHAUST HOOD (5). P5.5 1.5 RECEPT, BATHROOM - 12 1 20 19 x 20 15. :1 14 - DISHWASHER 1.2 RECEPTDINING/GREAT ROOM ,2.5 - 14 1 15 21. x 22 60 2 6 ^ 3/4114 OVEN, DOUBLE, ELEC (2) DRYER, ELEC. - 10 2 30 23.... x .Y4 ,,..; „ " ,'5.5 2.5 " " 25 x 26 20 1 12 - WASHER 1.5 1.5. RECEPT; LAUNDRY/UTIL. - 12 1 20 27' x 28 15 1 14 1/2" RECEPT, EXTERIOR LVL02 1.4 1.4 RECEPT, OFFICE - 14 1 15. 29 x 30 15 1 14 - RECEPT, BEDROOM 4 1.4 1.4 RECEPT, CLUB RM - 14 1 15 31 x 32 20 1 12 1/2" SAUNA (2) 1.9 1.6 RECEPT, BATHROOM - 12 1 20 33 x 34. 20 1 12 1/2" RECIRCULATING PUMP 1.5 0.5 WATER HEATER, SPK. PWR. -. 14 1 15 35 x 36 20 1 12 - CENTRAL VACUUM 1.5 1.4 RECEPT, GYM - 14 1 15 37 x 36 15 1 14 RECEPT, STORAGE 1.4 7.5 GENERAL LIGHTING - ` 12 1 20 39. x 40 - 15 1 14 - RECEPT, STORAGE 1.4 1.5 GENERAL LIGHTING - 12 1 20 41 x 42 20 1 - 12 - GENERAL LIGHTING 1.5 Ld :o. pq 46.2 KVA PANEL LOAD CALCULATIONS REMARKS: " � aB 42.5 KVA' SEE LOAD CALCULATIONS (1) MAIN LUGS ONLY. (2) CONFIRM ELECTRICAL REQUIREMENTS. (3) PROVIDE ARC -FAULT INTERRUPTING CIRCUIT BREAKER. FEEDER CITY 1 : (4) NON -CONCURRENT LOADS. PROVIDE "HACR" RATED BREAKER FEEDER Cu 250 GRN bCU 1 4 ( ) 5 VERIFY. LOCATION. Z CONIC. (1) 2-1/2" F. INSTALL (6) POWER EVAPORATOR UNIT THROUGH CONDENSING UNIT. SEE MN NS DIRECTION. rq (7) POOL/SPA EQUIP. TO BE SUPPLIED W/GFI BREAKER TAW NEC 680.22 (B). (8). CONTROLLED THROUGH TIME CLOCK �I (9) NEMA 3R ENCLOSURE '.00 0 N L PANEL ELECTRICAL P L SCHEDULE U PNLTAG "P°POOLISPA PWR. (2) PANEL TYPE: LOAD CENTER 1 9 O ( ). PANEL P.M PS: 100' MOUNTING SURFACE VOLTS . 120/240 10-3W MPG: SQUARED OR EQUAL POSITIONs: 30 MIN. AII.c 22,000 AMPS SERIES RATED IL N Lij B Q Z L L U O a ®- ... �o©ma©�■®m®o� �®POOL HEATER SPK. PWR. - ... amamm®�■ma®®® -' ®ate ®® _- ®®®IIIIIIIIII■IIIII�©III■II�®®®® IIIIIIII_-IIIIIIIIIIII■ QCIA g,2 KVA PANEL LOAD CALCULATIONS REMARKS: - .. me 7.7 KVA SEE LOAD. CALCULATIONS (1) MAIN LUGS ONLY. (2) CONFIRM ELECTRICAL REQUIREMENTS. is FEEDER CITY 1 (3) PROVIDE ARC -FAULT INTERRUPTING CIRCUIT BREAKER. 1- A FEEDER Cu 3 (4)NON-CONCURRENT LOADS. PROVIDE "HACR" RATED BREAKER. N /y GRIND cu (1) 6 (5) VERIFY LOCATION. COND. (1)1-1/4^ (6) POWER. EVAPORATOR UNIT THROUGH CONDENSING UNIT. SEE MNF. I I g D-: (7) POOL/SPA EQUIP. TO BE SUPPLIED W/ GFI BREAKER IAW NEC 680.22 ( ). (8) CONTROLLED THROUGH TIME CLOCK i -q: ` - (9) NEMA 3R ENCLOSURE00 N O POWER PANEL SCHEDULES SCALE: N.T.S. N F a DIRECTION. 1 0 l EL NEC ART. 220 PART III DWELLING LOAD CALC PANEL: "A" GENERAL HOUSE PWR. (2) VOLTAGE VLL 240 VOLTAGE VLN 120 PHASE 1 GENERAL LOAD DESCRIPTION KVA DF - TOTAL GENERALLOAD LIGHTING 17.9 x 1.00. _ 17.9 SMALL APPLIANCE' 4.0 x 1.00. _ 4.0 WASHERI 0.0 x 1.00 _ 0.0 SUBTOTAL = 21.88 FIRST 3 KVA @ 100% 3.0 x 1.00 = 3.0 REMAINDER KVA @.35% 18.9 x 0.35 - 6.6 REMAINDER KVA @ 25% 0.0 x 0.25. = 0.0 - GENERAL KVA LOAD ,=, 9.61 NON DWELLING RECEPTACLE LOAD RECEPTACLE 0.0 x 1.00 = 0.0 SUBTOTAL = 0.00 FIRST 10 KVA @ 100% .0.0 x 1.00 _ 0.0 REMAINDER KVA @ 50°h 0.0 x 0:50 = 0.0 ' RECEPTACLE.KVA LOAD - 0.00 DRYER LOAD 0 DRYER 0.0 x 1.00 - 0.0 DRYER KVA LOAD = 0.00 FIXED APPLIANCE LOAD ' 16 FIXED APPLIANCE 20.9 x 1.00 = ' 20.9 0 WATER HEATER 0.0 x 1.00 = 0.0 SUBTOTAL = 20.90 16 APPLIED DIVERSITY 20.9 x 0.75 = 15.7 ' APPLIANCE KVA LOAD = 15.68 COOKING APPLIANCE LOAD 1 COOKING COL A - 0.5 x 1.00 = 0.5 0 COOKING COL B -0.0 x. -1.00 = 0.0 0 COOKING COL C 0.0 x 1.00 COOKING KVA LOAD = 0.50 HVAC LOAD ,. COOL A/C AIR HANDLER FANS 2.6 x 1.00 = 2.6 A/C -- FRESH AIR MAKE-UP 0.0 x 1.00 = 0.0 A/C CENTRAL UNIT LOAD - COOL 13.9. x - .1.00 = 13.9 LARGEST AC EQUIPMENT 8.4 x 0.25 - 2.1 LARGEST HVAC COOL LOAD @ 125% + REST @ 100% SUBTOTAL = 18.62 HEAT A/C AIR HANDLER FANS 2.6 x 1.00 = 2.6 A/C AIR HANDLER HEAT STRIPS 8.0 x 1.00 = 8.0 A/C -- FRESH. AIR. MAKE-UP HEATING 0.0 x 1.00 = 0.0 A/C CENTRAL UNIT LOAD -- HEATING 0.0 x 1.00 = 0.0 HEAT LOAD SUBTOTAL = 10.64 - APPLIED HEAT@65% VS COOL LARGEST KVA LOAD = 18.62 MOTORLOAD MOTORS 1.0 x YAO = 1.0 LARGEST MOTOR 0.0 x 0.25 = 0.0 LARGEST MOTOR LOAD @ 125%+ REST @ 100% KVA LOAD = 1.00 MISC. CONTINUOUS LOAD MISC. CONTINUOUS LOAD 0.0 x 1.25 = 0.0 CONTINUOUS KVA LOAD = 0.00 MISC. NON -CONTINUOUS LOAD MISC. NON -CONTINUOUS LOAD 0.0 x 1.00 = 0.0 NON -CONTINUOUS KVA LOAD = 0.00 MISC. INTERMITTENT LOAD MISC. INTERMITTENT LOAD ' 0.0 x 0.00 = ' 0.0 MAX INTERMITTENT LOAD 0.0 x 1.25 = 0.0 INTERMITTENT KVA LOAD = 0.00 PANELBOARD SERVICE SIZE CALCULATION TOTAL KVA LOAD = 45.41 TOTAL AMPS = 189.20 0 NEC ART. 220 PART III DWELLING LOAD CALC PANEL: "B" GENERAL HOUSE PWR. (2) VOLTAGE VLL 1 240 1 VOLTAGE VLN 120 PHASE 1 GENERAL LOAD DESCRIPTION KVA DF I TOTAL GENERAL LOAD LIGHTING 28.3 x 1.00 = 26.3 SMALL APPLIANCE 0.0 x 1.00 _ 0.0 WASHER 3.0 x 1.00 = 3.0 SUBTOTAL = 29.34 FIRST 3 KVA @ 100% 3.0 x 1.00 = 3.0 REMAINDER KVA @ 35% 26.3 x 0.35 _ 9.2 u REMAINDER KVA @ 25/0 0.0 x 0.25 = 0.0 GENERAL. KVA LOAD = 12422.. NON DWELLING RECEPTACLE LOAD RECEPTACLE 0.0 x 1.00. _ 0.0 SUBTOTAL - 0.00 FIRST 10 KVA @ 100%.. 0.01XI 1.00 = 0.0 REMAINDER KVA @ 50% 0.0 x 0.50 0.0 RECEPTACLE KVA LOAD - 0.00 DRYER LOAD - 2 1 DRYER 10.01XI 1.00 = 10.0 DRYER KVA LOAD = 10.00 FIXED APPLIANCE LOAD 7 FIXED APPLIANCE I 8.6 x 1.00 - 8.6 1 1 WATER HEATER 1 0.51XI 1.00 = 0.5 SUBTOTAL = 9.12 81 APPLIED DIVERSITY 9.1 x 0.75 =. 6.8 APPLIANCES KVA LOAD = 6.84 COOKING APPLIANCE LOAD 1 COOKING COLA 11.0 x 1.00 = 11.0 0 COOKING COL 0.0 x 1.00 = 0.0 0 COOKING COL C 0.0 x 1.00 = 0.0 COOKING KVA LOAD = 11.00 HVAC LOAD COOL A/C AIR HANDLER FANS 2.1IxI 1.00 1=1 241 A/C -- FRESH AIR MAKE-UP 0.0 X1 1.00 1=1 0.0 A/C CENTRAL UNIT LOAD -- COOL 11.1 X1 1.00 1=1 11.1 LARGEST AC EQUIPMENT 5.5 x 1 0.25 1=1 1.4 LARGEST HVAC COOL LOAD @ 125%+ REST @.100%SUBTOTAL = 1 14.54 HEAT A/C AIR HANDLER FANS 2.1 x 1.00 - 2.1 '16 A/C AIR HANDLER HEAT STRIPS 16.0 x 1.00 = 0 A/C -- FRESH AIR -MAKE-UP HEATING 0.0 x 1.00 = 0.0 A/C CENTRAL UNIT LOAD --HEATING 00 x ' 1.00 0.0 HEAT LOAD SUBTOTAL = 18.06 APPLIED HEAT@65% VS COOL LARGEST KVA LOAD = 14.54 MOTOR LOAD MOTORS 0.0 x -.1.00 = 0.0 LARGEST MOTOR I 0.01xI 0.25 1=1 0.0 LARGEST MOTOR LOAD @ 125% + REST @.100% KVA LOAD 1=1 0.00 MISC. CONTINUOUS LOAD MISC. CONTINUOUS LOAD I 0.01xj 1.25 = 0.0 CONTINUOUS KVA LOAD = 0.00 MISC. NON -CONTINUOUS LOAD MISC. NON -CONTINUOUS LOAD I 0.01XI 1.00 1=1 0.0 NON -CONTINUOUS KVA LOAD ]= 0.00 MISC. INTERMITTENT LOAD __MISC..INTERMITTENT LOAD 0.0 x 0.00 - '. 0.0 NT LOAD MAX INTERMITTENT 0.0 x 1.25 - INTERMITTENT KVA LOAD PANELBOARD SERVICE SIZE CALCULATION - : TOTAL KVA LOAD = 54.60 TOTALAMPSI=I 22749 SUB PANEL POWER CALCULATIONS SCALE: N.T.S. NEC ART. 220 PART III DWELLING LOAD CALC PANEL.. "P" POOL/SPA PWR. (2) VOLTAGE VLL 1 240 1 VOLTAGE VLN 120 PHASE 1 GENERAL LOAD DESCRIPTION KVA DF TOTAL GENERAL LOAD LIGHTING -1.0 x 1.00 - 1.0 SMALLAPPLIANCE 0.0 x. 1.00 = 0.0 WASHER 0.0 X 1.00 = 0.0 SUBTOTAL = 1.00 FIRST 3 KVA @ 100% 1.0 x 1.00 = 1.0 REMAINDER KVA @ 35% 0.0 x 0.35 = 0.0 REMAINDER KVA @ 25% 001xi 0.25 _ 0.0. GENERAL KVA LOAD = 1.00 NON DWELLING RECEPTACLE LOAD RECEPTACLE I 0.01XI 1.00 = 0.0 .SUBTOTAL = 0.00 FIRST 10 KVA@ 100% I 0.01XI 1.00 0.0 REMAINDER.KVA @ 50% 0.0 x 0.50 d 0.0 RECEPTACLE KVA LOAD 0.00 DRYER LOAD 0 IDRYER I 0.01XI 1.00 = 0.0 DRYER KVA LOAD = 0.00 FIXED APPLIANCE LOAD - 0 FIXED APPLIANCE I 0.01XI 1.00 = 0.0 61 WATER. HEATER 6.0 x 1.00 = 0.0 SUBTOTAL = 0.00 01 APPLIED DIVERSITY I 0.01XI 1.00 = 0.0 APPLIANCE KVA LOAD _ 0.00 COOKING APPLIANCE LOAD 0 1 COOKING COLA 0.01XI 1.00 - 0.0 0. COOKING COCOL B 0.0 x 1.00 = 0.0 0. COOKING L C 0.01XI 1.00 = 0.0 COOKING KVAICAD I= 0.00 HVAC LOAD COOL A/C AIR HANDLER FANS 0.0 x 1.00 = 0.0 A/C - FRESH AIR MAKE-UP 0.0 x 1.00 = 0.0 A/C CENTRAL UNIT LOAD -- COOL. 0.01XI 1.00 = 0.0 LARGEST AC EQUIPMENT An!-! 0.25 = 0.0 LARGEST HVAC COOL LOAD @ 125% + REST @ 100% SUBTOTAL = 0.00 HEAT A/C AIR HANDLER FANS 0.0 X1 1.00 1=1 0.0 A/C AIR HANDLER HEAT STRIPS 0.0 x 1.00 = 0.0 A/C -- FRESH AIR MAKE-UP HEATING 0.0 x 1.00 0.0 A/C CENTRAL UNIT LOAD HEATING 0.0 x 1.00 - 0.0 HEAT LOAD SUBTOTAL = 0.00 APPLIED HEAT@65% VS COOL LARGEST KVA.LOAD = 0.00 MOTOR LOAD MOTORS 1 12.41 x 1 1.00 1 = 1 12.4 LARGEST MOTOR I 6.21xl 0.25 1=1 1.6 LARGEST MOTOR LOAD @ 125% + REST@ 100% KVALOAnI-1 13.95 MISC. CONTINUOUS LOAD MISC. CONTINUOUS LOAD I 0.01xj 1.25 1=1 0.0 CONTINUOUS KVA LOAD = 0.00 MISC. NON -CONTINUOUS LOAD MISC. NON -CONTINUOUS. LOAD I 0.01XI 1.00 = 0.0 NON -CONTINUOUS KVA LOAD = 0.00 MISC. INTERMITTENT LOAD MISC. INTERMITTENT LOAD I 0.5 x 0.00 - 0.0 MAX INTERMITTENT LOAD I 0.51xl 1.25 1=1 0.6 INTERMITTENT KVA LOAD I= 1 0.63 PANELBOARD SERVICE SIZE CALCULATION TOTAL KVA LOAD = 15.68 TOTAL AMPS = 64.90 Al -----( 2 1 10 I HEREBY CERTIFY THAT THESE ' PLANS WERE MADE UNDER MY RESPONSIBLE CHARGE. THIS DOCUMENT IS ELECTRONICALLY SIGNED AND SEALED PURSUANT TO SECTION 471.025 OF THE FLORIDA STATUTES AND 61G15 OF THE FLORIDA ADMINISTRATIVE CODE. JOHN LANGFORD, FL#69962 POWER PLAN r NOTES, EQUIPMENT, 8 SPECS. & CALCS. r- g 7 6 5 14 3 I 2 I O __-.-.-....GU_1 L O PULL BOX EXTERIOR STAIR DETAILS 1 0.10 GRADE TO POOL DECK i 18 RISERS @ 7.22 EACH BELOW ATS AT$ MOTION V TREADS w/ T BULLNOSE CD i METER (7 HB SENSOTk ftW.IGHT VOTH FINAL GRADES) IL ,. PNL PNL LLA i 1 I WOOD STEPS R7UG-H i. ��. 1.- RPENTERD TO:: I: O LL I I ! r OA l outdoor sh CEIL / 1 :o Vf CAR CHARGER ERIFY w/EXTERIOR ABLE CE. GRADE 4 x 1 a STORAGE GARA:GF? _ _.._ u7 cap `I �0 OPEG R RAGE 63 x 36'-6" \ I. o ( -$ 0 '{ ° o \ PRO OSEOFLOOR I \ z. ELE (NAVD)-.. I TYPICAL LL : \--NON-HABITABLE -\ ?� O ' : BELOWELEVATED i O_ I (j CAR CHARGER/ +48" DECK CEIL / VERIFY .- T ..--.:. ...... 1 _: '� � CENT AHU 1 ELEV.. i. dFOR VAC. F �.r_ AHU 1 QUIPMENT i TER IOE RECIRCA +48"'� PUMP E-a WH STORAGE 2 C - -- --- s,a^x14 w voilun 7�/////////_/ 2" LOBBY 17 z w 0 it OPEN TOJ 1 US'.'i�G ___ ABOVE ,___-._. _ 19' 6' Ck ,, NON -HABITABLE -. l \ W I - - _ f 72' x ti DECK \ �1 L _ I _._ DECK �\ \ JOHN JOHN W. LANGFORD ENGINEERING, LLC. 185 NW SPANISH .RIVER BLVD. #250 BOCA RATON, FLORIDA 33431 - Tel. (561) 237-5223 Fax. (561) 237-5680 www.JWLENG IN EERING.Com ANY DESIGN CHANGES TO THE SYSTEM DESCRIBED IN THESE PLANS WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER OF RECORD WILL VOID THESE PLANS. ALL EXPENSES INCURRED DUE TO THESE CHANGES WILL BE THE RESPONSIBILITY OF THE PARTY LEGEND owes k SIGNLE RECEPTACLE `5.+,-_ GARAGE DOOR OPENER DUPLEX RECEPTACLE JUNCTION BOX FOR FUTURE CONNECTION Z. HIDDEN DUPLEX RECEPTACLE $� GROUND FAULT INTERRUPTOR ®EF## EXHAUST FAN GROUND FAULT INTERRUPTOR (WATER PROOF) ® SMOKE/CARBON MONOXIDE DEFECTOR $ 1/2 SWITCH - DUPLEX RECEPTACLE -FLOOR OUTLET ® DOORBELL CHIMES QUAD RECEPTACLE SPEAKER ® 240 VOLT RECEPTACLE Ham❑ SWITCH ELECTRICAL PANEL -64® SWITCH, 3-WAY ELECTRICAL METER SWITCH, 4-WAY {A® SWITCH, DIMMER/RHEOSTAT Q FUSE DISCONNECT � '® SWITCH WATERPROOF -0 SP SPARK POWER Hp� SWITCH, MOTION SENSOR ........... CABLE QT THERMOSTAT .4 TELEPHONE/DATA PORT un LOW VOLTAGE CNTRL SWITCH TELEVISION JACK CABLE TO ALTERNATE LEVEL 0 WPGF LOWER STAIR DETAILS UP Ti76 FLOOR TO FLOOR z 20 RISERS @ 6.GV EACH - - Z \ Q 111"TREADS w! 1' BULLNOSF � � POOL ABOVE \ � O-----..-_ . - ._.__ !-------'--n- - - — - ...� dO 2.1 ]] 1 DO � ELEVATOR ! I L6 SALTNA IK NC iliFf w - --- ' - I.. --� L L44.. :+42 "I _ o- JJJ L�f F--T UyM � % ST RAGF 3 O _ < s 6" Cig N_..._- I <): Ci" Clgg 'i � B:1"P7i.> � 22L.1:" z 1(i 25' x 14' li 9' cig wB ___ z ¢ LLJ ^J — - i ,IN - INFINITY EDGE -._:_- ^lY__ ..-. .... -�_--------- ..___.-..-..._, :___.-._-._ :_----- TROUGH HB O J a a c=.1 w N V) LOAN i O_ Ld ----- --- --- --- - - ---- -- -- — - cl 8 7 6 ---- -- J 2 PLAN NORTH 1 .1 n 4 n--7 nn1A1 7r� nn nn nn y M REVISIONS BY DATE iNITIALISSUE IJWLE 12-27-18 _---- _ _ ___ I 1�1�T1 V F H 0 dJ 1 1:1 HEREBY CERTIFY THAT THESE , PLANS WERE MADE UNDER MY (RESPONSIBLE CHARGE. THIS ,DOCUMENT IS ELECTRONICALLY SIGNED AND SEALED PURSUANT Z TO SECTION 471.025 OF THE FLORIDA STATUTES AND 61G15 OF THE FLORIDA � ADMINISTRATIVE CODE z JOHN LANGFORD, FL#69962 ®`6 Fj' AIL ICJ m POWER PLAN NOTES, EQUIPMENT, SPECS. & CALCS. -1 n -1 n-7 nFIX AI Yrl9 1 r\r\ r N f I PvN - . -- I �- I � - — - - REVISI*s BY DATE INITIAL ISSUE JWLE -"47." r 7 A — I I ENGINEERING --- -- ' JOHN W. LANGFORD ENGINEERING, LLC. 185 NW SPANISH RIVER BLVD. #250 BOCA RATON. FLORIDA 33431 Tel. (561) 237-5223 I � Fax. (561) 237-5680-.-._,_ _. __�,__._ ._____--_- E IDIN THESE AW DESCRIBENHESEE PLANSWITH GES TO OUT SYSTEM PRIOR WRITTEN APPROVAL OF THE ENGINEER OF RECORD WILL VOID THESE PLANS. ALL - EXPENSES INCURRED DUE TO THESE CHANGES WILL BE THE RESPONSIBILITY OF THE PARTY PERFORMING SUCH CHANGES. fl^�TRx C \J , I w I ' II L I I Ef o o o LEGEND w CD ---- - - - - ----- - Q -_ ---- _ :.:_ � O W I _ Q SIGNLE RECEPTACLE GARAGE DOOR OPENER^ p ® I. _ ) -.. : _ k�WPGF DUPLEX RECEPTACLE c ` r 7 1 I 4 ( : F Oj JUNCTION BOX FOR FUTURE CONNECTION 95 1--'� O HIDDEN DUPLEX RECEPTACLE / , f--"1 MASTER B'X.t'H --"---- - ---- - - -- ._ __. _ _ -._ - - � � GROUND FAULT INTERRUPTOR �. J 00 O • to ¢r CI 10, 4" /11' i ®EF## EXHAUST FAN o ._._ _.., K o. GROUND FAULT INTERRUPTOR CoEf. �I II -._-\� �C (WATER PROOF T _.__.._ _.:__ — _-.__ I. L ® SMOKE/CARBON MONOXIDE DETECTOR T� �.. : + L o,. '...� v �.. 1/2 SWITCH - DUPLEX RECEPTACLE N I ( RE GF I _I FLOOR OUTLET { ® DOORBELL CHIMES N a 7 42•1 I�'L�5'1"L'.R iirixi ! \f:1S1TiR -� 3'E'I3 2 MAST F.R. �k I C, �. , ..... _ LL ...-T` L - Coffer f,llt IO 4 11 ! "I'112?2.1(ai.. QUAD RECEPTACLE ye 10. CIg o o 1 10. M1 (lg _ I O'} ffI •�.____ : 1..� x 18'-8' ±F __...-.-...___ ® SPEAKER N6 i': -�- .%` /_. �\\ ® 240 VOLT RECEPTACLE p : BEDR.0 2 O' �/ \� _ ELECTRICAL PANEL v� _II)r'4zr- - -- — ; -- - "- ! 1 �I SWITCH ru^ Z 14's 14'� I .:.::-.. I .. .::... .-.-.. \\\\7/� ..�<C/ .Ef}® SWITCH, 3-WAY l (� [� ELECTRICAL METER rT -ffl{�] SWITCH, 4-WAY w QON G k3DRM 2 tT''II) /// FOR N MOUNT ` ( -(A{m SWITCH, DIMMER/RHEOSTAT 4 FUSE DISCONNECT _— d 1'F.R1tU;L 10 4 • (;rla �VVF� IFY HT.) EL �---__ _ SWITCH, WATERPROOF __ ��NE,, -m SP SPARK POWER1 :r- .---._, —-_- __..}® SWITCH, MOTION SENSORO ' Ii.._-._.:.1 CABLE o ._:.._.__ '�— _ !i T TELEPHONE DATA PORT // 1 � THERMOSTAT IO. l II ! / �. p �I _i.. .....-._..- ...___.._..... i. u�o LOW VOLTAGE CNTRL SWITCH N- o I:. 0. � TELEVISION JACK ie °'NI N CABLE TO ALTERNATE LEVEL YY _.r _ .- _.. .. Via. I (jy : 0 4 I I 3 _ .._ E (JLLtiUt I � � o rLx1 i .r iI DN ? T II Q -w offer CIK 70-.4 /71 Q. tr ----- - --Till '. n li x 00 — —1� aI __ -' L_}521VERIFY -------—J _ ---- _.. is � ---_— —-------1 __ -- -- --- -- - - - - -- - :. .. ..._ ._..___ ELEVATOR .� \. N 04 L_ t<_, C HEREBY CERTIFY THAT THESE VTP SUITEVIP / 0 IL c<ofr<r rI 10'-4"/1I' �' ( .i_-I1 c) '_i1 PLANS WERE MADE UNDER MY AHu 3 1 G DOCUMENT IS ELECTRONICALLY RESPONSIBLE CHARGE. THIS �r -- N - ---- SIGNED AND SEALED PURSUANT z w R TO SECTION 471.025 OF THE L T U., 2 W a __._..._.: // LORIDA STATUTES AND 61G15 —_.., z o-4 rt. , : s _ �tI �IIIT � .� I F THE FLORIDA w I I irr cax I I , i • � I I � � ' ADMINISTRATIVE CODE. z ( -__ -'I .. WHIR 00 � --r a.� � -_�- -- � --' � JOHN LANGFORD FL#69962Lij a I y S r v r J'... y U iS` N i all b m Date. a 14: 06 �OO�018 w POWE PLAN a I y .. I NOTES, EQUIPMENT, e A SPECS. & CALCS. ^Cif d PLAN 00 POWER FLOOR PLAN _3RD LEVE NORTH SCALE: 3/16" 1,-0" 0 203 I LaJ 0 8 7 6 5 4 3 2 1 J I 4 (")4 nZ.. flfllA1 7r14 4()(1 (l (1 (T /l EXTERIOR LIGHTING FIXTURE SCHEDULE' NOTE: PER 62B-33.0155(1)(n) ALL WINDOWS AND GLASS DOORS VISIBLE FROM ANY POINT ON THE BEACH MUST BE TINTED TO A TRANSMITTANCE o VALUE (LIGHT TRANSMISSION FROM INSIDE TO OUTSIDE) OF 45% OR LESS THROUGH THE USE OF TINTED GLASS OR WINDOW FILM --- 3 i I2EVISIbNS i BY DATE _-__-- _ - -- - ---- -- - ---- — INITIAL ISSUE JWLE 12.27-18. JOHN W. LANGFORD ENGINEERING, LLC. 185 NW SPANISH RIVER BLVD. #250 BOCA RATON, FLORIDA 33431 ___ _ —_ Tel. (561) 237-5223 Fax. (561) 237-5680 www.JWLENGIN EER ING.com ANY DESIGN CHANGES TO THE SYSTEM DESCRIBED IN THESE PLANS WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER OF RECORD WILL VOID THESE PLANS. ALL EXPENSES INCURRED DUE TO THESE CHANGES WILL BER THE SUCH CRINGES OF THE PARTY PERFORMING SUCH CHANGES. � C \J I 0o VERIFY FIXTURE FINISHES WITH OWNER/INTERIOR DESIGNER O Fil VERIFY FIXTURES WITH DEP SUBMITTALCD 1� o / IpI ��� � LIGHTING SYMBOL LEGEND J BOX w/OPT. FAN/LIGHT / FLOURESCENT FIXTURE C PULL CORD FIXTURE O RECESSED LIGHT FIXTURE REC'D ADJUST. FIXTURE --(r CEILING MOUNTED FIXTURE OVP VAPOR PROOF RECESSED - EXHAUST FAN WALL MOUNTED FIXTURE . INLINE EXHAUST FAN DOOR JAMB SWITCH FLOOD/SECURITY LIGHTS O00 _ ag �-.-.- - �--__----- - I Of CL o r r-- --- --- Kf j+j \ — t I LOBBY LLI OF vJ 23'4"7' yI r\ /. i.\ •'•I U I x1 p Nd ui -(---------------- - �/C----- o5. n N \ - -= --- - _ { .-, .....- _. _..._ ... ytam�i{ w ! UP/ ! i / / T--- --- --. �i FLOG S. T_L z J vm of co --- 1 (------------- 00 {}- DoCN N c uJ I 5 _3 C II t !, / a9 I HEREBY CERTIFY THAT THESE v<YIx�att. c II I J!I- PANS WERE MAD E UNDER MY N R SPONSIBLE CHARGE. THIS „ u[,w s D CUMENT IS ELECTRONICALLY2oxtg �. i 1 SIGNED AND SEALED PURSUANT SUANT Z 1 a - \ TO SECTION 471.025 OF THE W f --- — L \ I � � I I M , I _ _ — —._,_ I FLORIDA STATUTES. AND 61G15 — I I .� : — � . I I : I �. : -.I I , — — -- — — — - — � I _ OF THE FLORIDA {jF / ADMINISTRATIVE CODE. I - ------ - �_-� �:3i -- - ;� J FfN LANGFORD, FL#69962 413 1 1 \�\J 0 K f0rc D_ D—ilam' t.,, U 8 w � De3 �yQ'2018 .,. N POWE PLAN N NOTES, EQUIPMENT, 19 In Al / SPECS. & CALCS. D_ a N POWER LIGHTING PLAN - 1 ST LEVEL PLAN SCALE: 3/ 16 1 ' _ 0 — NORTH N h3 01 a I o � I 8 5 4 3 2 o � in-in-7 nniAi 7r1-i 'Inn nn nn EXTERIOR LIGHTING FIXTURE SCHEDULE SYMBOL FIXTURE NAME QUANTITY BULB WATT & TYPE MOUNTING MOUNTING HEIGHT FLR 1 FLR 2 FLR TOTAL L1 H36LVTAT-301 1 —TBZBB 5 16 3 24 5w AMBER LED MR16 CEILING 0 CEILING 1_2 SeaGull 8313901EN-10 WALL SCONCE 2 2 — 4 9w AMBER LED A19 WALL 6'-6" L3 SAGA STEP LIGHT (HORIZ LOUVER) SG—R—ILED—HDL—AML — 3 3 (4) 1w AMBER LED PER FIXTURE WALL +-12" abv steps 1_5 TEKA 20" ARCADE HALF SHIELD 2 _ _ 2 (1) 10w LED WALL +-6'-5" L6 HINKLEY 1665TT LED CLG FLUSH MOUNT _ 1 _ 1 (1) 8w LED CEILING @ CEILING L8 PENTAIR INTELLIBRITE 5G 3 — 3 INTELLIBRITE LED 26W —TURTLE EDITION POOL WALL BELOW WATER LINE ' II NOTE: PER 62B-33.0155(1)(n) ALL WINDOWS AND GLASS DOORS VISIBLE FROM ANY POINT ON THE BEACH MUST BE TINTED TO A TRANSMITTANCE � VALUE (LIGHT TRANSMISSION FROM INSIDE TO OUTSIDE) OF 45% OR LESS THROUGH THE USE OF TINTED GLASS OR WINDOW FILM VERIFY FIXTURE FINISHES; WITH OWNER/INTERIOR DESIGNER VERIFY FIXTURES WITH DEP SUBMITTAL o I 0 0 I N__.__.___ _ __ M of 1_. L1 L1 L11 'mom UTIL TERRICE ;, { O .f I-' I. EF_I, _ 0 3 L 3 . p ® I I,vREF WINE �� , .. ..: � � L ! TO LOWER : � : T VP -/ _._ FLOOR SWITCH :..� Fd 1 I 00 Icp � _ 00 'L4®- _____ .. ._._._ I >. : I I. I I . I � I I I I -I I I: I I I rF I II i I LIIl 1 14I'Cf I' I r 10 G1mcl I I L1� 1 -- _ f L1 OR I I I � I : U: ¢ -- � � :� I)I�V ..__......Ina 1 :..CI .�.... aING REMpNs B: DATE- CIS 1N1710E.. 12-27-18. — --- --- -- 'ENGINEERING"- - JOHN W. LANGFORD ENGINEERING, LLC. 185 NW SPANISH RIVER BLVD. #250 BOCA RATON, FLORIDA 33431 _ _L-. Tel. (561) 237-5223 Fax. (561) 237-5680 -- ---- _ www.JWLENGINEERING.com I - ANY DESIGN CHANGES TO THE SYSTEM DESCRIBED IN THESEP LANS WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER OF RECORD WILL VOID THESE PLANS. ALL EXPENSES INCURRED DUE TO THESE CHANGES WILL BE THE RESPONSIBILITY OF THE PARTY PERFORMING SUCH CHANGES. La VERIFY EXACT LOCATIONS OF ALL FIXTURES WITH ARCHITECTURAL OR ID DRAWINGS. LIGHTING SYMBOL LEGEND J BOX w/OPT. FAN/LIGHT k---� UNDER UAEIae FLOURESCENT FIXTURE. C PULL CORD FIXTURE O RECESSED LIGHT FIXTURE -� JJ -(r RECO ADJUST. FIXTURE CEILING MOUNTED FIXTURE 0 VP w® — PRO VAPOR PROOF 0 RECESSED EXHAUSTFAN WALL MOUNTED FIXTURE INLINE EXHAUST FAN DOOR JAMB SWITCH FLOOD/SECURITY LIGHTS �,- Y I, .OF I �y I t, f r . „� I -. �J('m x ` 1 x T:_2r,... . is fl l' (;1X I .o to <,lg, G.21 VyA I L... ) �e".; �� I. a 2f Y1.g^x,fy A„ - g 136z4'.. I 1 ,L. I I '', �: \O: I f JI 9 OF ---a I 1 nna3 I I — — 1 I 'L4� 24� P1rICF I - AHU 2B 'qy,�,y' :1 ✓ I_.f.d:. .1dI,D.: J 1 II L8 w I II \ 1 I GREXI' R Obi i I L I I I I I � St _ I W N :I TO UPPER � .... ..FLOOR SWITCHOf . 0 — _l J Q nf 1 00 OD 00 11 .'� - J \ cli (n g. \p U °\.,, \. W _ � I,; , rp �s U N O H� W O00 8 5 q 4,1 n"S v ' 1 rjo OI ^U04 . 6 ' 3 U Jm i l IL 01 r == _=-- }' .w I F I HEREBY CERTIFY THAT THESE PLANS WERE MADE UNDER MY 0li ROOM ' -- �P � I RESPONSIBLE .. c,r�t 11 tt-4 I BLE CHARGE. .THIS B L1 BE DI d I _ DOCUMENT IS ELECTRONICALLY LI i L8 \ W _ F3DIL 1 t BA IIA- . ': � ''. . _ . — . _.. L8 clgJQ �.' Q W N In Ln a N GO 0 r 1-1 Lil Q 0 0 J a SIGNED AND SEALED PURSUANT TO SECTION 471.025 OF THE FLORIDA STATUTES AND 611315 OF THE FLORIDA .._-- ADMINISTRATIVE CODE I j L1 a� _: -- . _ ..... -- . J —, �- -� ` -- J HN LANGFORD FL#69962 POWER LIGHTING -PLAN - 2ND LEVEL---- SCALE: 1/4» _ 1'-0"--- ----— ---- --- - — - - 7 6 3 F°NSF°° c�rc n 5,, bpi All— _r , POWER PLAN NOTES, EQUIPMENT, SPECS. & CALCS., PLAN NORTH 302 2 1 4 In CT-7 not Al 7r14 4 nn nn nn 4 3 2 EXTERIOR LIGHTING FIXTURE SCHEDULE SYMBOL FIXTURE NAME QUANTITY I BULB WATT & TYPE MOUNTING MOUNTING HEIGHT 0 FLR 1 FLR 2 FLR TOTAL Lt H36LVTAT-301 1 -TBZBB 5 16 3 24 Sw AMBER LED MR16 CEILING 0 CEILING L2 SeaGuII 8313901EN-10 WALL SCONCE 2 2 _ 4 9w AMBER LED A19 WALL 61-6" L3 SAGA STEP LIGHT (HORIZ LOUVER) SG-R-ILED-HDL-AML 3 _ 3 (4) 1w AMBER LED PER FIXTURE WALL +-12" abv steps L5 TEKA 20" ARCADE HALF SHIELD 2 _ _ 2 (1) 10w LED WALL +-6' 5" L6 HINKLEY 1665TT LED CLG FLUSH MOUNT _ 1 _ 1 (1) 8w LED CEILING ® CEILING L8 PENTAIR INTELLIBRITE 5G _ 3 _ 3 INTELLIBRITE LED 26W -TURTLE EDITION POOL WALL I BELOW WATER LINE NOTE: ' - PER 626 33.0155(1)(n) ALL WINDOWS AND GLASS DOORS VISIBLE FROM ANY POINT ON THE BEACH MUST BE TINTED TO A TRANSMITTANCE VALUE (LIGHT TRANSMISSION FROM INSIDE TO OUTSIDE) OF 45% OR LESS THROUGH THE USE OF TINTED GLASS OR WINDOW FILM VERIFY FIXTURE FINISHES WITH OWNER/INTERIOR DESIGNER - A ? Dv%7roT^T.Ta T-%AlrU a mENGINEERIN F JOHN W. LANGFORD ENGINEERING, LLC. V 185 NW SPANISH RIVER BLVD. #250 BOCA RATON. FLORIDA 33431 Tel. (561) 237-5223 Fax. (561) 237-5680 www.JWLENCINEERING.com ANY DESIGN CHANGES TO THE SYSTEM DESCRIBED IN THESE PLANS WITHOUT THE O PRIOR WRITTEN APPROVAL OF THE ENGINEER OF RECORD WILL VOID THESE PLANS. ALL EXPENSES INCURRED DUE TO THESE CHANGES JU WILL BE THE RESPONSIBILITY OF THE PARTY a PERFORMING SUCH CHANGES. 3 VERIFY. FIXTURES WITH DEP SUBMITTAL � O o o o H o of ff __._.._. . 1' ' LIGHTING — SYM—B¢ OL LEGEND `i ox w/oP. : a 0�)--0 VP FAN/LIGHT FLOURESCENTFIXTUREOf � 00 Fi PULL CORD FIXTURE RECESSED LIGHT FIXTURE MASTER 3:I'H REC D ADJUST. FIXTURE OvP VAPOR PROOF RECESSEDCoffex -i 1r-4 /11 NTED FIXTUREEXHAUSTFANCEILING MOU N LL MOUNTED FIXTURE INLINE EXHAUST FAN RE �+ W II L-_ S 'i t. —W.'I K 12 —rI -:_...i . -- �. DOOR JAMB SNTCH FLOOD/SECURITY LIGHTS ur-4"_l, = z " ------------------- 1 ....—oi J o ----_ "..: �T .4GWWyrpp�y��wyi Wo c) N [Tj EA In w \V 14, TOLOWER \ .:. FLOOR SWITCH ------ 0— .. �r io.NLwaawNNN-.L. I `IL� �. Yu vV) ao L of - UJI ,--iaTt fTe11 CSgLtt:nIs , gyme.���s HEREBY EREsBI� � aY CERTIFY ERTIFY /tTHAT HAT p ® r` eTHESE Il LANS WERE MADE UNDER MY 0- VP ESPONSIBLE CHARGE. THIS e e DOCUMENT IS ELECTRONICALLY X7 SIGNED AND SEALED PURSUANT msVeaFzw S`kANO61THE - SECTION 471.Or z EORIDA Vln alt) STATUTES D G15 LLJ F THE FLORIDA ADMINISTRATIVE CODE Z — -- — — — — — — HB -- - JOHN LANGFORD, FL#6996 - — —,— — or IN �II, d oJ#o 5mp�o1 WEIR PLANT CS & CALCS.Na PLAN 00 POWER LIGHTING PLAN 3RD LEVEL NORTH SCALE: 1/4" 1-0" ua PO NOTE PEN'I,o ,+ N E303 w Q 0 8 7 6 5 41 3 2 1 4 n4 C)-7 n1)l Al 7n1 A nn nn nn