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HomeMy WebLinkAboutBUILDING PLANABBREVIATIONS DESIGN PARAMETERS ABV. ABOVE ACOUS. ACOUSTICAL ADJ. ADJUSTABLE AL. ALUMINUM APPROX. APPROXIMATE BD. BOARD BLDG. BUILDING BLK. BLOCK BOT. BOTTOM CAB. CABINET CER. CERAMIC C.I. CAST IRON CLR. CLEAR COL. COLUMN CONIC. CONCRETE CONN. CONNECTION CONT. CONTINUOUS CTSK. COUNTERSUNK DECOR. DECORATIVE H.C. ONRY HOLLOW CORE HDWD. HARDWOOD HOWE. HARDWARE HGT. HEIGHT HORIZ. HORIZONTAL I.D. INSIDE DIAMETER INCAND. INCANDESCENT INSUL. INSULATION INT. INTERIOR JT. JOINT LAM. LAMINATE LAV. LAVATORY LOG. LOCATION MAX. MAXIMUM MECH. MECHANICAL MET. METAL MFR. MANUFACTURER MIN. MINIMUM MISC. MISCELLANEOUS OPENING R.O. ROUGH OPENING RIND. REDWOOD R.W.L. RAIN WATER LEADER S.C. SOLID CORE SCHED. SCHEDULE SHT. SHEET SIM_ SIMILAR so. SQUARE SST. STAINLESS STEEL STD. STANDARD STL. STEEL STOR. STORAGE STRUCT. STRUCTURAL SUSP. SUSPENDED SYM. SYMMETRICAL T.C. TOP OF CURB TEL. TELEPHONE T$G TONGUE AND GROOVE THK THICK T O C TOP OF CHIMNEY DET. DETAIL M.O. MA. . . . 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 DN. DOWN NO. NUMBER T.O.PL. TOP OF PLATE BUILDING CLASSIFICATION: TWO STORY SINGLE FAMILY RESIDENCE FBC 2017 CHAPTER 3, GROUP R-3 OCCUPANCY TABLE 503 CONSTRUCTION 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 WIND EXPOSURE CLASSIFICATION: D WIND SPEED DESIGN: 170 mph Vult INTERNAL PRESSURE COEFFICIENT +-0.18 Kd 0.85 MEAN ROOF HEIGHT D.S. DOWN SPOUT N.T.S.. NOT TO SCALE TYP. TYPICAL -- DWG. DRAWING O.A OVERALL U.O.N. UNLESS OTHERWISE FA. EACH OBS. OBSCURE NOTED EL. ELEVATION O.C. ON CENTER VERT- VERTICAL ELEV. ELEVATOR O.D. OUTSIDE DIAMETER VEST. VESTIBULE .t — OFF. OFFICE V.G.D.F. VERTICAL GRAIN ELEC. ELECTRICAL EQ. EQUAL OPNG. OPENING w! WITH ✓ x r __ �� __ = J EXH. EXHAUST OPP. OPPOSITE W/O WITHOUT - _ SHUTTERS. NO EXP. EXPANSION PL. PLATE W.C. WATER CLOSET - t 4 _ - IMPACT RESISTANT ASSEMBLY: YES 6 I h EXT. EXTERIOR PLAS. PLASTER WD. WOOD / 'I `� .�. � ,_. _.- �. ISACONT. LOAD PATH PROVIDED YES f N t _._ _ wow. WINDOW t , PLYWD. PLYWOOD q� ... EXIST. EXISTING PL �� / _� COMPONENT&CLADDING YES W.H. WATER HEATER % � � - u. _.'7 F.F. FINISH FLOOR PR. PAIR W / � ��.. h � i �. ^. , { ,. WSCT WAINSCOT � s PRCS PRECAST � � .,� LASH. / i : � ,, ...::. z F FLASHING ... ti, FLUOR. FLUORESCENT P.T. PRESSURE TREATED WT. WEIGHT � I 1 ,,. ,>,. I! N V {�,,"jy FT. FOOTIFEET PTN. PARTITION SYMB. SYMBOLS ' J 1 FTG. FOOTING Q.T. QUARRY TILE ML AND �// "� c'... S� , _ -_..--:..—� _ GA. GAUGE RAD. RADIUS ANGLE \\�8 I GALV. GALVANIZED REINF. REINFORCE @ AT f GL. GLASS RED. REQUIRED {raj CENTERLINE GR. GRADE RM. ROOM DIAMETER OR ROUND,�i # POUND OR NUMBER GYP. GYPSUM H.B. E BIBB Hos 1 , p p e — oLrIl u � ARCHITECT, _ - - - ' RANDALL STOFF'f ARCHITECTS 42 NORTH SWINTON AVE., SUITE 1 DELRAY BEACH, FL. 33444 ` ' I �I i 'V 561-243-0799 (T)11 ' - CONTACT: GARY STOFFT 11 9 rY@ EMAIL: a stofRcom Li Lj Li STRUCTURAL ENGINEER AGSTEN ENGINEERING T �I �l 3000 FLORIDA BLVD., SUITE 206 DELRAY BEACH, FL 33483Fm ibAX 561-243-Wl ,Is y;a . .x 1 �. TEL.561 272-5012 FAX - i-�: +�,�� � � rmx , . �,p' Y f � CONTACT: ROBERTAGSTEN a 4,ww, T sx .. _77— }Vkd C01�4G3MC�4�0[ G�CCM�G�C[CC�I ARCHITECT'S STATUS: EARTH WORK: TRUSSES: ROUGH CARPENTRY: TIMBER RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OR A. PERFORM ALL WORK IN CONFORMANCE WITH THE FINAL SOILS, COMPACTION AND A THE TRUSS LAYOUT SHOWN ON CONSTRUCTION DOCUMENTS IS SCHEMATIC IN A ALL BEAMS INSTALLED WITH CROWN UP UNLESS OTHERWISE NOTED. CANTILEVERED A. STRUCTURAL TIMBER TO BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER OR A THE ARCHITECT SHALL NOT BE GEOLOGICAL REPORTS. NATURE. HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER BEAMS SHALL BE INSTALLED WITH CROWN DOWN. APPROVED EQUAL. THE MIN. ALLOWANCE PROPERTIES ARE AS FOLLOWS: CHARGE OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL THE ' FB = 1,150 PSI FV = 90 PSI E = 1,600,000 PSI AND PRESSURE TREATED FOR USE AGAINST PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH EL FOUNDATIONS SHALL BE MONOLITHIC OR SPREAD FOOTINGS BASED ON A SOIL FINAL TRUSS MFG. LAYOUT. THIS FRAMING SCHEME, (DIRECTION OF TRUSSES, MAJOR G.T. B. 3" MINIMUM BEARING BY BEAMS AND GIRDERS ON MASONRY OR CONCRETE. CONCRETE AND MASONRY. THE WORK, AND HE OR SHE WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE BEARING CAPACITY OF 2500 PSF. FINAL WRITTEN VERIFICATION SHALL BE SENT TO THE BEARING POINTS, ETC,) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE OWNER AND ARCHITECT PRIOR TO THE START OF CONSTRUCTION. THE PRIME PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND C. PROVIDE 4"X4" POSTS OR (2) 2"X4" STUDS MINIMUM UNDER ALL BEAMS AND HEADERS B. ALL TIMBER AND TIMBER CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND ARCHITECT SHALL NOT BE RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER THE ACTS MAKE STRUCTURAL REVISIONS ACCORDINGLY. FINAL SIGNED AND SEALED ENGINEERING UNLESS OTHERWISE NOTED. CODES AS SPECIFIED BELOW: OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OF THEIR AGENTS OR C. AFTER STANDARD CLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, TRUSS DRAWINGS MUST BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, TIMBER CONSTRUCTION MANUAL; EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES. POURING OF FOUNDATION. D. ALL SUBSILLS, OVER W-V IN LENGTH SHALL BE DOUBLE 2"X4"s. NATIONAL FOREST PRODUCTS ASSOCIATION, NATIONAL DESIGNSPECIFICATION FOR WOOD CONSTRUCTION; AMERICAN PLYWOOD ASSOCIATION, PLYWOOD DESIGN USSES 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 D. SOIL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR (ASTM D1557) TO A DISTANCE CODES: OF 5 FEET BEYOND ALL BUILDING EDGES. AT LEAST ONE FIELD DENSITY TEST SHALL BE B. WOOD ROOF TRSPECIFICATION; CTURERS WOOD PRESERVERS ASSOCIATION STANDARDS NATIONAL ESS SPECIFICALLY NOTED LUMBER MANUFACTURERS PERFORMED FOR EACH 2500 SQUARE FEET OF AREA. DENSITY TESTS ARE TO BE MADE 12 PROFESSIONAL SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA. TRUSS OF 4"X4" POSTS WHERE CONTAINED WITHIN WALLS UNLURERS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR STRESS A ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE INCHES BELOW THE COMPACTED SURFACES. RESULTS OF PROCTOR TESTIS) AND FIELD FABRICATOR TO PROVIDE PRE -FABRICATED HANGERS AS REQUIRED. OTHERWISE ON PLANS. GRADE LUMBER AND ITS FASTENINGS. D COUNTY ATE CITY AN APPLICABLE STATE, PREFABRICATED CONNECTORS. INCLUDING ALL ITECT/ENGINEER. N ARE TO BE MADE USING R THE PROJECT FURNISHED TO THE ARCH RE CONNECTIONS CONSTRUCTION OF SHALL BE FURNISH L R CONCRETE SHALL BE PRESSURE C. ALL TIMBER CONS HA T CONTACT WITH STEEL O DENSITY TESTIS) S ALL LUMBER IN DIRECT BUILDING, ZONING, ELECTRICAL, PLUMBING, LIFE SAFETY AND FIRE CODES. CONTRACTOR DENS () C. DESIGN, FABRICATION, AND INSTALLATION OF WOOD TRUSSES AND SHEET METAL F. A SHALL VERIFY ALL CODE REQUIREMENTS AND BRING ANY DISCREPANCY BETWEEN THE 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. CODES AND THE CONSTRUCTION DOCUMENTS TO THE ATTENTION OF THE ARCHITECT. E. WITH LESS THAN 12% PASSING 200 SIEVE. FILL MATERIAL SHALL BE PLACED IN LIFTS SEAT. FASTENERS TO BE AS MANUFACTURED BY USP OR SIMPSON. OF NOT MORE THAN 12" AND COMPACTED AS ABOVE. D. DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD ROOF TRUSSES PER ING SHALL HAVE GRADE MARKS COMPLYING WITH THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE TPI 1-2014; DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED PARALLEL CHORD G. BUILDING PAPER: FEDERAL SPECIFICATIONS UU-B-790. INSTALL UNDER ROOFING AND D. LUMBER USED FOR LOAD SUPPORT BUILDING CODE REQUIREMENTS _ FOR REINFORCED CONCRETE (AC1318-14 EDITION). (AMERICAN INSTITUTE OF STEEL F. TERMITE PROTECTION SHALL BE IN ACCORDANCE WITH SECTION 1816 OF THE FL TRUSSES PER PCT 80; HANDLING, INSTALLATING, RESTRAINING AND BRACING OF METAL TRIM AND CAREFULLY APPLY SO AS TO FORM A WATERTIGHT MEMBRANE. EACH COURSE AND PROCEDURES AND AGENCIES APPROVED BY US PROCEDURE PS 20-94. CONSTRUCTION) AISC ASDl138r EDITION. BUILDING CODE REQUIREMENTS AND BUILDING CODE 2017. PLATE CONNECTED WOOD TRUSSES PER BCSI 2013 EDITION OF PAPER SHALL OVERLAP THE COURSE BENEATH IT 6" MINIMUM. WHERE PAPER MEETS SPECIFICATIONS FOR MASONRY STRUCTURES (ACI530-13/ASCE 5-13/TM5402-13). BUILDING ANY OPENING, THE PAPER SHALL BE CAREFULLY .LAPPED OVER THE FRAME TO PREVENT E. PLYWOOD: PRODUCT STANDARD PS-1-73 AND RULES FOR DFPA GRADE TRADEMARKS THE PASSAGE OF WATER BEHIND THE FRAME. INSTALL SILKA KRAFT PAPER AT EXTERIOR OF AMERICAN PLYWOOD ASSOCIATION. CODE REQUIREMENTS AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONCRETE: - CONSTRUCTION NDS-2015). CONCRETE UNIT MASONRY: DOORS ANO WINDOW FRAMES. ONF. MARKING: WOOD AND LUMBER SHALL BE MARKED WITH ITS GRADE AND PLYWOOD B. THESE PLANS AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY A GENERAL ALL CONCRETE WORK SHALL CONFORM TO ALL RECOMMENDATIONS AND H. ALL BEARING PARTITIONS SHALL BE SECURED TO ADJACENT PARTITIONS, AND SHALL WITH ITS GRADE TRADEMARK IN ACCORDANCE WITH THE REFERENCED STANDARDS. A REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE. CONTRACTOR SHALL REQUIREMENTS OF AG. 318-14. A THIS PROJECT IS DESIGNED AS ENGINEERED UNIT MASONRY. STRUCTURAL DESIGN HAVE AT LEAST A DOUBLE STUD POST AT ALL ENDS, CORNERS AND EACH SIDE OF ALL PIECE WITH DEFECTS SHALL NOT BE USED REGARDLESS OF GRADING. FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD IN B PORTLAND CEMENT. ASTM CA50 TYPES I OR II. LOW ALKALI, SILL TESTED AND SHALL BE IN ACCORDANCE WITH ACI 531 URE SAN 5THE CO 4MENT BUILDING CODE WINDOW AND DOOR OPENINGS. ACCORDANCE WITH ALL PROVISIONS OF THIS CODE. CERTIFIED. USE TYPE V CEMENT FOR SOIL CONTAINING SULFATE CONCENTRATIONS OF REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON BUILDING CODE G. EXTERIOR PLYWOOD SHEATHING SHALL BE GROUP 1 STANDARD (C-D) EXT-DFPA. (C-C) REQUIREMENTS FOR MASONRY STRUCTURES. 1. ROOF SHEATHING: 79/32" THICK STANDARD PLYWOOD SHEATHING, EXTERIOR GLUE, GD EXT-DFPA, STRUCTURAL I (GD) DCT-DFPA OR STRUCTURAL I (C­4C) EXT-0FPA. MORE THAN 0.2 PERCENT. GRADE, 4 PLY, INDES 24/0, APA GRADE TRADEMARKED, APPLY WITH FACE GRAIN PERMITS: C. WATER: FROM DOMESTIC SOURCES, CLEAN, POTABLE, AND FREE FROM ALL ORGANIC B. REINFORCING STEEL: LAP REINFORCING NOT LESS THAN 48 BAR DIAMETERS AT SPLICEPERPENDICULAR TO SUPPORTS AND STAGGER JOINTS DOORS AND WINDOWS: OR OTHER DELETERIOUS MATERIALS. IN WALL REINFORCING. LAP HORIZONTAL REINFORCING A MINIMUM OF 18" AROUND A THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING CORNERS. HORIZONTAL BARS SHALL BE TIED TO VERTICAL BARS AS THE WORK 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 AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS PROGRESSES AND SHALL BE EMBEDDED IN GROUT. PLACING OF HORIZONTAL THE TYPE INDICATED, NAILS TO BE THOSE FURNISHED OR RECOMMENDED BY D. AGGREGATES: ASTM C33 FOR SLABS ON GRADE. THANS" THICK OR BE IN COMPLIANCE WITH FBC 3 WITH A FIRE PROTECTION RATING REINFORCING IN JOINTS OR MORTAR WILL NOT BE PERMITTED EXCEPT FOR WIRE JOINT MANUFACTURER FOR THIS SPECIFIC USE. NAILS SHALL BE FULLY DRIVEN IN ALL HOLES IN NOT LESS THAN 20 MINUTES. DOORS SHALL BE SELFLF CLOSING AND SELF LATCHING. JOB CONDITIONS: E. SAND: ASTM G-33 FOR SLABS ON GRADE. REINFORCING. THE ANCHOR, ALL HANGERS AND ANCHORS SHALL BE GALVANIZED. B. DOORS CONTAINING GLAZING MATERIAL NOT GREATER THAN 9 SQUARE FEET IN 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 A. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTAL OF BID AND / VERTICAL TO ALIGN WITH BLOCK CORE. K DRAFT -STOPPING: IN FLOOR AND CEILING ASSEMBLIES NOT TO EXCEED 1,000 SIF. IN SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY 1 AND SHALL BE CAPABLE SOILS REPORT. OR CONTRACT NEGOTIATIONS. AND HE SHALL VERIFY EXISTING CONDITIONS WITH THE ATTICS FOR AREAS OVER 3,000 SIF OF WITHSTANDING A 150 FOOT-POUND IMPACT TEST. CONSTRUCTION DOCUMENTS. DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS G. VAPOR BARRIER: BENEATH SLABS TO BE 6 MIL POLYETHYLENE. D. CLEAN OUT OPENINGS SHALL BE PROVIDED AT BOTTOM OF GROUTED CELLS. SEAL SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION IN WRITING FOR CLARIFICATION. AFTER CLEANING AND INSPECTION. L FIRE -BLOCKING: INSTALL IN CONCEALED SPACES BOTH VERTICAL AND HORIZONTAL, C. DOORS ,BATH $SHOWER ENCLOSURES AND SLIDING GLASS DOORS CONTAINING BIDS SHALL NOT BE SUBMITTED OR CONSTRUCTION CONTRACTS NEGOTIATED BY THE H. CONCRETE SHALL BE READY MIX $ HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1 .SUCH AS BUT NOT LIMITED TO, STUD WALLS, FURRED SPACES, SOFFITS, DROP CEILINGS, GLAZING MATERIAL GREATER THAN 9 SQUARE FEEL IN SURFACE AREA SHALL BE - 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 FOR VENTS, PIPES, DUCTS, CLASSIFIED AS CATEGORY II AND SHALL BE CAPABLE OF WITHSTANDING A 400 PE II WITH MINIMUM COMPRESSI VE STRENGTH SHALL BE ASTM G90 TYPE TRUSSES. T .MASONRY UNITS SHA FLOOR JOISTS OR TRUS IMPACT TES E CHIMNEYS 00 FOOT-POUND - T BE ACCEPTED. A 318-14 THE ACI ' K CHARGES WILL NO THE ACI BUILDING CODE CL FULL BED OF INTENT IS IN DOUBT. BACK RE UIREMENTS OF ) L MU SHALL BE LAID IN A FU WHERE SUCH ANTE Y W/THE Q ( INDIVIDUAL UNITS. AL C DOCUMENTS SHALL COMPLY PSI ON NET OF FOR STRUCTURAL OF 1900 EDITION AND THE SPECS-��� RED DETAILING MANUAL (ACI 315MTEST ),MORTAR IN RUNNING 60N0 U.N.O. ALL REINFORCING STEEL SHALL BE MANUFACTURED DRAWINGS: D. THE GLAZING IN SLIDING AND SWINGING DOORS AND IN SHOWER OR TUB ENCLOSURES, B. DIMENSIONS AND NOTES SHALL TAKE PRECEDENCE OVER SCALE AND GRAPHICS. DO CONCRETE FOR BUILDINGS (AG 301/LATEST EDITION). CONCRETE COVER FOR FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 GRADE SHOP INCLUDING ANY GLAZING WITHIN 60 INCHES OF THE FINISHED FLOOR IN WALLS NOT SCALE DRAWINGS. REINFORCING STEEL SHALL BE AS REQUIRED BY THE LATEST ACI SPECIFICATIONS. 60 WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A-185, UNLESS OTHERWISE SPECIFIED. A THE CONTRACTOR SHALL SUBMIT THREE COPIES OF ALL SHOP DRAWINGS, ALL SURROUNDING TUB $SHOWER ENCLOSURES SHALL BE SAFETY GLAZED FOR CATEGORY II 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 GLAZING PRODUCTS. ALTERATIONS 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. ALL MORTAR SRALI`I- lV TYPES IN ACCORDANCE WITH ASTM SPECIFICATION G270 WITH FABRICATED ITEMS AND EQUIPMENT FOR ARCHITECTS REVIEW PRIOR TO FABRICATION CONDITIONS WITH REFERENCE TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 GRADE 60. LAP ALL A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. NO TESTING FOR MORTAR AND COMMENCEMENT OF THE WORK STRENGTH IS REQUI D FOR THIS PROJECT. E. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE ELECTRICAL SYSTEMS. ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND BARS MINIMUM 48 DIA. U.N.O. ON DRAWINGS. ALL HOOKS SHOWN IN REINFORCEMENT B. CABINET SUPPLIER SHALL PROVIDE SHOP DRAWINGS. SHALL BE SAFETY GLAZING WHERE THE GLASS OR MIRRORS ARE LESS THAN 60" ABOVE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION IN SHALL BE ACI RECOMMENDED HOOKS U.N.O. G. GROUT SHALL BE k HIGH SLUMP MIX (8"-11") IN ACCORDANCE WITH ASTM THE FLOOR OF THE TUB OR SHOWER - CONSTRUCTION WRITING PRIOR TO THE SUBMISSION OF BIDS OR CONTRACT NEGOTIATIONS. THE SPECIFICATION G-476-HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. NO C. WINDOW AND DOOR SUPPLIER SHALL PROVIDE SHOP DRAWINGS. F. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK BY TRADES, SUPPLIERS, REINFORCING STEEL: TESTING FOR GROUT STRENGTH IS REQUIRED FOR THIS PROJECT. TOOLS. THEY SHALL PROVIDE A CLEAR OPENING OF NOT LESS 20" WIDE, 24" HIGH AND 5.7 SUBCONTRACTORS AND OTHER PROVIDERS TO INSURE THAT THE WORK, WHEN SECTION AND DETAILS COMPLETED WILL BE IN ACCORDANCE WITH THE INTENT OF THE CONSTRUCTION A ALL WORK SHALL COMPLY WITH THE REQUIREMENTS SET FORTH IN THE "MANUAL OFJOINT SQUARE FEET MINIMUM AREA THE BOTTOM OF OPENING SHALL NOT BE MORE THAN 44" DOCUMENTS. STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" PUBLISHED H. PROVIDE 9 D CO HORIZONTAL EXTERIOR WALLS- (LADDER TYPE ONLY) AT ABOVE FLOOR AND LATCH AT 54" ABOVE FLOOR (MAX). 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 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. C. WINDOW UNITS SHALL DISP. LABELS SHOWING COMPLIANCE WITH THE FL ENERGY NONSTRUCTURAL MEMBERS DURING CONSTRUCTION. I. ALL CONCRETE MASONRY BEARING AND SHEAR WALLS MUST BE INSPECTED BY A CODE B. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL QUALIFIED TI JUST PRIOR TO POURING OF THE FOUNDATION,1ST $ 2ND FLOOR TIE `SLAB ON VAPOR BARRIER 2" (ELEVATED 1 Ys'9 BEAMS. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "SPECIFICATION FOR THE PLUMBING FIXTURES: H. ALL NEW SINGLE-FAMILY HOUSES, DUPLEXES TRIPLEXES, CONDOMINIUMS AND DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY" PUBLISHED BY THE TOWNHOUSES SHALL PROVIDE AT LEAST ONE BATHROOM, LOCATED WITH MAX. POSSIBLE WORK NECESSARY TO COMPLETE CONSTRUCTION: "BEAMS AND COLUMNS 1 1/2 " " FORMED CONCRETE BELOW GRADE 2" NATIONAL CONCRETEMASONRY ASSOCIATION. A. ALL SHOWER HEADS SHALL HAVE ANTI -SCALDING PROTECTION PRIVACY, WHERE BATHROOMS ARE PROVIDED ON HABITABLE GRADE LEVELS, WITH A A IT IS THE PURPOSE OF THESE PLANS AND SPECIFICATIONS TO DESCRIBE A COMPLETE " UNFORMED BELOW GRADE 3" DOOR THAT HAS A MIN. 29"CLEAR OPENING. AND FINISHED PROJECT OTHER THAN ITEMS MARKED "N.I.C" (NOT IN CONTRACT) "FOOTING CLEARR AT BOTTOM ,SIDES LEAK INSIDE THERMAL MOISTURE PROTECTION: " SLABS 314" CLEAR AT TOP (INTERIOR), I Yz" CLEAR AT TOP (EXTERIOR) A. WORKMANSHIP: WORK SHALL COMPLY WITH A.I.S.C. LRFD 13TH EDITION, UNLESS MORE CLEAN UP / REPAIR: BEAMS 1 1/2" CLEAR TO STIRRUPS EXACTING REQUIRE ENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS. "COLUMNS 1 1/2" CLEAR TO TIES A INSULATION: INSULATION SHALL BE PROVIDED AND INSTALLED PER FBC 2017 A THE CONTRACTOR SHALL MAINTAIN THE PREMISE CLEAN AND FREE OF ALL TRASH, C. REINFORCING MESH: ON -GRADE BUILDING SLABS SHALL BE ACI-318 ELECTRICALLY B. ALL STRUCTURAL TEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH ENERGY CONSERVATION CODE. PRESCRIPTIVE REQUIREMENTS INCLUDE: DEBRIS, AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, PAINT WELDED WIRE FABRIC, SIZES AND GAUGES AS SHOWN ON THE DRAWINGS. THE LATEST AISC CO E. STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATION MINIMUM OF R-30 CLG INSUL IN CLIMATE ZONE i, ON 1, R INSUL IN CLIMATE ZONE 2. OVER -SPRAY, ETC. ALL FIXTURES, EQUIPMENT, GLAZING FLOORS, ETC. SHALL BE LEFT A36. ALL STEEL TUBA G $ PIPE SHALL CONFORM TO ASTM SPECIFICATION A-500 GRADE B MASONRY WALLS A MINIMUM OF Rat IN CLIMATE ZONE 1, E 1 IN CLIMATE ZONE 2. CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. D. GENERAL BEAM NOTES: (FY=46KS1). ALL S L TO HAVE A SHOP COAT OF RUST INHIBITIVE PAINT. ALL SHOP AND FRAME WALLS A MINIMUM OF N 13 VALUES BOTH CLIMATE ZONE 1 $ I 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 B. THE CONTRACTOR SHALL REPAIR AND / OR REPLACE ALL ITEMS DAMAGED BY THE 2) BUNDLE ALL STR. BEAM TOP BARS IN PAIRS OVER SUPPORT W/ TOP BARS FROM ADJ. "AMERICAN WELDINGI, SOCIETY'S STANDARD QUALIFICATION PROCEDURE" (ASW D1.1), TO CONSERVATION ENERGY CALCULATIONS AS SUBMITTED. PROCESS OF CONSTRUCTION AND SHALL FINISH ALL PATCHWORKS AND REPAIRS TO BEAMS PERFORM THE TYPE OF WORK REQUIRED. ALL STEEL WELDING RODS SHALL BE E70XX B. ROOF / TILE: TILE SHALL BE AS SHOWN ON DRAWINGS AND AS SELECTED BY MATCH ADJACENT AREAS AND SURFACES. 3) ALL TIE BEAM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJ. STR. BEAM PER ELECTRODES. I ARCHITECTIDESIGNER. INSTALLATION SHALL BE PER MANUFACTURER'S STANDARD ASTM BENDING DIAGRAM. CLIMATE & GEOGRAPHIC DESIGN CRITERIA: 4) TIE BEAM DEPTHS ARE MIN. AND MAY BE INCREASED (8" MAX.) TO FIT BLOCK WORK AND RECOMMENDATIONS ANDFLORIDABUILDING CODE RS SHALL AT THE COMPLETION OF THE FURNISH A ROOFERS WINDOW AND DOOR HEADS. I WORK, THE CONTRACTOR SHALL WRITTEN GUARANTEE MS, AS REQUIRED, AT WINDOW $ DOOR HEADS (28" MAX. BEAM COVERING WORKMANSHIP. MATERIAL MANUFACTURERS GUARANTEE FOR REPLACEMENT A. PER 2017 FBC-RESIDENTIAL, TABLE R301.2(1),'SUBJECT TO DAMAGE FROM 5) DROP BOTTOM OF TIE BEAMS WEATHERING IS CLASSIFIED AS'NEGLIGIBLE'. TERMITE DAMAGE IS CLASSIFIED AS VERY DEPTH) $ ADD 2 #5 BOTTOM, IF DROP EXCEEDS 8" U.N.O.ON PLANS. OF THE SAME AT NO COST TO THE OWNER WITHIN WARRANTEE PERIOD. HEAVY'. SEE ADDITIONAL NOTES UNDER EARTHWORK EA 6) ALL ADDED LONGITUDINAL BM REINFORCING SHALL EXTEND 6" MIN. INTO SUPPORT U.N.O. CODE EDITIONS: Florida Building Code (FBC) 2017 National Electrical Code (NEC) 2014 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 SPECS FOR MASONRY STRUCTURES (ACI 530-11/ASCE 5 05/IMS 402 11) BUILDING CODE REQUIREMENTS AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION (ANSIINFOPA NDS2012, ASO, AF$PA). RESIDENTIAL CODE INFORMATION 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. DRAWING m INDEX w W F W a A001 COVER SHEET A101 SITE PLAN A200 GARAGE LEVEL FLOOR PLAN A201 1ST FLOOR PLAN A202 2Nb FLOOR PLAN A210 ` ARCHITECTURAL FLOOR FRAMING PLANS A211 ARCHITECTURAL UPPER ROOF PLAN A301 FRONT ELEVATION A302 REAR ELEVATION A303 SIDE ELEVATIONS A304 BUILDING SECTIONS & PLUMI3INGRISER 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/DASCIADETAIL A901 DOORNANDOW DETAILS A902 TYPICAL DETAILS E101 ELECTRIC PANELS & RISER E201 GARAGE LEVEL ELECTRIC PLAN E202 1ST FLOOR ELECTRIC PLAN E203 2ND FLOOR ELECTRIC PLAN' S1 - S6 STRUCTURAL PLANS W p" 2JO OP► PIS GOM Ov G�yQE�C'�E co O REVISIONS BY DATE h Q Permit set 1 GS 4.15:2019 O L; N c r'_ e � a U rz U �. N u I cd 4 z � O ti � d 1-7 ray' a �y) Job No. 17U2UJU Vale- FL-MO5 AA()03379 NL CFJS, DESKsli NdtbYSEN ' em"c OR srn�^Dzwrr.'.va=oum er.an¢ri�Pc-e1r - arias aace.csra: cra:aren. 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P 169.14 '- - --- - �22. 61 ' \ - N89 *58'14 "E 378. 43(y' (OA)(P� \ ` Z� COASTAL CONSTR ION LINE AS RECORDED IN PLAT BOOK 267 fD /%" LB#I 9 PAGE 26-261 HE PUBLIC RECORDS OF ST. LUCIE COUNTY, \ N. 107260.93 77 FLORID ECORDED SEPTEMBER 15 1988. PARTIAL SITE PLA E.907260.9357 �` �° I ♦ N gi SCALE: 1" = 10'-0" o SINGLE FAMILY RESIDENCE LEGAL DESCRIPTION: 32.0' hi \ tv \ 2-STORY w/ BASEMENT BEING ALL OF LOT 5, AS SHOWN ON 1 1ti�6� 1'0Z\ GARAGE @ 8.0 NAVD THE PLAT OF DIAMOND SANDS PLAT LOWER LEVEL @ 8.5 NAVD NO.2, AS REORDED IN PLAT BOOK 54, °♦N o y \ M ST FLOOR @ 20.0 NAVD PAGES 40-46, PUBLIC RECORDS \ O o �^ \ \ N DE FLOOR @ 33.5 NAVD OF ST. LUCIE COUNTY, FLORIDA. o ; N V\'.r+� LOT 4 0 \\ \� \, TH RESIDENCE, POOL, Nov z ARE BENCHMARK \A" SINGLE FAMILY \\ �� \ AN POK RESIDENCESTR OL Y DETACHED FD P/K NAIL & DISK ♦ a F.F.E.= 11.33' \ { 5' AfM COVOW N LBp6905 ` \ 8LOOt' AA/D ELEV. 4.86' NAVD o \ \ p 5R/CCO WAIL N.1086307.3980 w ` ` �++ E. 907229.5507 72.5' FD 4x4 CM \ m"gym t1 tA (NO IDENTIFICATION) \ ; FD 5/8" IRC 5 \ f1 ■ _ - CLEAN OUi ��� LB#4971 ti p I N8958'14(R4"E 38872' (OA)(P)(M� v \\ `� _ - - - - - - - - - - - - - - - - - - - - - _ - - \ O 6 7' l _ 27.08' _ °�° 168.88' - 22.55'� L'4,�' .� - - 85. 1' - - - - - ♦ fi LU 20, c(.a « c COOL 00 S R0-m� E0ECS , A /n QL1 / 1 � � 1�gga� � �{t � �' 1 Q PROPOSED DRIVEWAY00 COASTAL 5TRAN \ :. r MEAN HIGH WATER LINE 4 � 15 • s. 4,y e 't� FD 5(8" IRG LB#959 DRAINAGE, AND WALL MIXED YMEGIF ATI _ ELEVATION 0.51' NAVD DATED 11/05/18. SEA GRAPES \ i TIP t P 169.14' - \ �22.61'- 1s..3� �. 1 ZERO CONTOUR - 80.90 - `"�---0.00' NAVD N&98'14"E378.43°'OA P-------------- N89'58'14 "E 59.75'(M)� DATED 11/05/18 COASTAL CONST ION LINE AS RECORDED IN PLAT BOOK 26, 'FD 510" IRC �\ N. 1 86232.4187'♦ PAGE 26-26I HE PUBLIC RECORDS OF ST. LUCIE COUNTY, \ L 59 N:FLORI ECORDED SEPTEMBER 15; 1988. \ E. 9 7260.9357 ` PLATTED MEAN HIGH WATER LINE SEASONAL HIGH WATER LINE ELEVATION 5.28' NAVD DATED 11/05/18. col♦ \ � o a' LOT 6 i5ca � -= (VACANT) \ EMENT �,D\ SITE PLAN ♦ ; COASTAL ` CONSTRUCTION :♦ \ 1 * " = \ � CONTROL LINE PER SCALE: 120'-0"of G� \ PLAT BOOK 19, PAGE 8, 12 19 8, DECEMBER �0A GOewGei `� GG REVfSIONS BY DATE tm Permit set GS 4.152019 N TOM W r�1 cn V� Q O 1� O If r I.; "5 1 ;Icoo .. 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At Rwure rv=SERVED RAmAi start ArrcNltEcre PA F��- : Corr bi r CID 10 A I A No 6'-0" 12'-10" GARA'110%1Ggip LEVEL IMNDOW I SCHEDULE MARK SIZE: TYPE HEAD HT NOTES WD HGT ELEV 1 6 "-0 —5'--6" CSMNT DBIL 2 5'-0 _5:6 CSMNT D8L 6 �-O 3 CSMNT 4 5 '-O _5_4� GMT _DBL 5 2 �-O" _8-_0" SIDELIGHT 6 '-O 6 f�-O 8 -D SIDELIGHT �W- 0 7 -3 �-O 5-0- FIXED DOL 8'_0_ n mvrn nni �;t _n 27'-6" cp CiE ;0 ao cig co 10' 63'x 36'-6" 1:0.0PROPOSEDFLOOR ELEV(NAVD) 9 9' cig 9' 8-8"C�14' 8'-8" x 14' LOBBY C6 > Volume Cl i 23'-4" x 171� 8.5 2" 'i5so 00 I OPEN TO oas ABOVE U P 5- - - - - - - - LOWER STAIR DETAILS 1 V-6" FLOOR TO FLOOR 0 OrL _3 @ H 20 RISERS @ 6.9- EACH Zo 47- 1 1"TREADS w/ 1" BULLNOSE r, ir ;.iz" I I I r 11 11 11 ti V 100'-8" :q t BO STORAGE 3 1-ffeld 151-8" `-NON-HABITABLE BELOW ELEVATED DECK 8 LIVING AREA CALCULATION DETAIL AREA 200SERIES KEYNOTES 1STFLOORLIVING 2760SP 1ST FLOOR LIVING 2ND FLOOR LIVING 2699 SF 2ND FLOOR LIVING 200 - MIRROR 201 -BUILT-IN CABINETRY LOBBY 469 SF BALCONY (BDRM 2) 202 - OPEN SHELVES 5928 SF BALCONY (BDRM 4) 203 - CUSTOM CLOSET INTERIOR 204 - TEMPERED GLASS SHOWER ENCLOSURE COVERED ENTRY 205 - CURB FOR SHOWER 206 - ADJACENT WALLS TO HAVE IN R-1 1 INSUL GARAGE, STORAGE 1 & MIN 1/2" GYP BD ON GARAGE SIDE LOBBY FOR GARAGE SEPARATION 207 - MIN 5/8"TYPEV GYP BD FOR GARAGE OUTDOOR LIVING CLG BELOW HABITABLE ROCIVIS STORAGE 2, 3, 4 208 - T.S. COLUMN IN WALL 209 - 48"H. CMU WALL 210 - MIN R-20 SPRAY APPLIED OPEN CELLED TERRACE (BDRM 3) FOAM INSULATION AT ;A`��E C51LING TERRACE (LOUNGE) TERRACE(MASTER) TERRACE (OFFICE) 3'-8- STORAGE 1 10, cig 0006 1 Alt T-O" T-O'l7'-g' '8n' 7'-5' 18 RISERS @ 7.22" EACH 1 1'TREADS w/ 1 *'BULLNOSE (VERIFY HEIGHT WITH FINAL GR�+) 171 F__T__ I __T_T 1 1 161 151 1 1 1 1 1 IM .1-11 WAR AP®R WOOD STEPS BY ROUGH CARPENTER DOWN TO NON -HABITABLE SPACE lip VERIFY w/ EXTERIOR GRADE POOLABOVE NON -HABITABLE BELOW ELEVATED DECK (kA) 1 A 9 bo CATION a) REVISIONS �BY DATE T. '�s Permit set GS 4,15,2019 2760 SF 0 1 2699 SF 127 SF 40 SF 135 SF TOM 1760 SF 469 SF 413 SF 1229 SF 56 SF 70 SF 140 SF IF 31 SF 9928 SF ��-4 I z z 0 O n) z 0 law um Job No. 1702030 FL-0011105 FMM—AA,003.3W L lD , M51 . AFR4✓GMTS, i R" WlLA M TD To Nis CIFFM i WIN FABR=Im M ]TEhIe w M RAN L 6TG ArC IMM FA FILE COPY LIVING AREA CALCULATION DETAIL AREA CALCULATION 0 REVISIONS BY DATE 200 SERIES KEY OTES Tw Permit set GS 4,15.2019 1ST FLOOR LIVING 2760 SF 1ST FLOOR LIVING 2760 SF 200 • MIRROR 2ND FLOOR LIVING 2699 SF 2ND FLOOR LIVING 2699 SF - - N 201 _ BUILT-IN CABINETRY LOBBY 469 SF BALCONY (BDRM 2) 127 SF 202 - OPEN SHELVES 203 - CUSTOM CLOSET INTERIOR 5928 SF BALCONY (BDRM 4) 40 SF 204 -. TEMPERED GLASS SHOWER ENCLOSURE rm 205 - CURB FOR SHOWER COVERED ENTRY 135 SF 206 - ADJACENT WALLS TO HAVE MIN R-11 INSUL GARAGE, STORAGE 1 1760 SF &MIN 1/2" GYP BD ON GARAGE SIDE FOR GARAGE SEPARATION LOBBY 469 SF 207 C G BELOW HAB TAB EDROOW1SARpGE OUTDOOR LIVING 413 SF -- -- 208 - T.S. COLUMN IN WALL I 209 - 48" H. CMU WALL STORAGE 2, 3, 4 1229 SF 210 - MIN R-20 SPRAY APPLIED OPEN CELLED TERRACE (BDRM 3) 56 SF FOAM INSULATION AT GARAG CEILING TERRACE (LOUNGE) 70 SF TERRACE (MASTER) 140 SF TERRACE (OFFICE) 31 SF 9928 SF 20'-0 H � 1 13'-8" 29'-10" 4,_0„ 15'_7 13'-S 4'-8" 1 T VERIFY HEIGHT OF GRADE BALCONY TO ELEVATED DECK FOR " O 4 NUMBER OF RISERS A801 GUARD 108 RISER HEIGHT 107 108 MAE...,.,.. � & LIN 1 17 18 15 4 3 2 1 r^, ° 201 FFIREP N Do111 UTEI C DOGWASH ii REF WINE REF.. -1FCE C,2 " 9,_o-„ 0" 16,_2" rn 9 �^ 3 8„ 209 09 �-1 3" CABANA 11s a ate.- ..:... . r. §7118 120 �l ih 3 8 13'_6" 2' 2" 4-1 2'-" 6- a 16'1 13'-4" 7'1 0' 3'-8 A TT �--{ ;ONY I — tr U O CI 1 r I 10'. CIKIT Z'. i m NOTE 2D 10' x 14g8" i� I °P1G' x 1 ' MCI I PROV DE DECK DRAI S _ V AS NEEDED, VERIFY 0.01 HR ;-, , 1 OO 0 o JDINING 105 LOCATION w/ TRUC U E a OFFICE O %off OO °0 11' 2" C1 FE 7 TI t I ; Q o N 001 0 17'x13'-2' 11-Z 1 Coffer C1g 10-6 1 A LT Q : 0 `3 0'-8" x 9 41' Go NICE ( 1oz 13'-6" x 14' 2" 1 o 00 1 ma i Y 4" 2'_8" 1 6 .. _ J MECH 1 AHU 2B P z to,ag 0' Cig I I ELE A D _ 08 11a AHU 2A N o ro — ' a 109 BALCONY RDeA� M 1 1 UA II _ 4 y iv 4'-4" 12'1 27'-0" p " 3` " 4,_2 �„ �, 9,�„ i0 1 5 'co GUARD CID BALCONY .. — A80J1 M1 4i I _ In SCHEDULE SIZE HEAD HT WD HGT TYPE ELEV NOTES SCHEDULE MARK 101 1 10 1 1 1 1 1 i 110 1 112 113 MARK SIZE TYPE NOTES WD I HGT 101 8 —0 10 —0 SLD GLASS OX -- 102 8'-0" 10'—Ow SLD GLASS OX -- 3 —0 8 —2 FIXED l 1 —2 -- 103 2'-6" S =0 FRENCH -- 2 3'-0° 8 -2 FlXED T 1'-2 -- 104 2 —6 8 —0 FRENCH -- 3 —0 8 -2 FlXED i t —2 -- 105 12'-0" 10'-0" SLD GLASS OXX -- 4 3'-0 8-2 FIXED FIXED 11-2 -- 106 20 —0 FO —0 SLD GLASS OXXO 5 3 —0 8-2 FIXED l l'-2 -- 107 15 —0 10 —0 SLD GLASS OXX -- 6 2 —6 4'-5 CSMNT 8 —0 -- 108 5 —o 8 —0 INT SWING DBL SC -- 7 5 —0 5 —0 CSMNT DEL 8 —0 SILL 0 CNTR VERIFY HT. 109 2'-6 8'-0 Pocket Door -- 8 12 —0 5— CSMNT 8 —0" -- 110 2 —8 8 —0 INT SWING SC -- 9 8'-0° 5'-6° CSMNT DBL 10'-0" w FIXED GLASS ABV 111 2'-8 8'-0 INT SWING SG -- 5 —0 10 -0 FIXED 10 —0 -- 112 2 -8 8 —0 INT SWING SC -- 1 15'-0 T-0 CSMNT DBL 10'-0" w FlXED GLASS ABV 114 4'-0 8 -0 INT SWING DBL SC —+ 5 -0 5 -0 CSMNT DBL 10'-0 w FIX GLASS ABV' 115 2 —8 8 —0 INT SWING SC -- 12 —6 5 —0 CSMNT 1 8 —0- 1- 103'- 116 2'-8- 8'—On INT SWING SC -- 117 2 -8 8 -O INT SWING(SC)-- 118 2 —4" 8=-0" INT SWING[SC)- 119 2'-4" 8—O Pocket Door -- 120 2'-8 8' —0° Pocket Door -- 00 GREAT ROOM CP Coffer 11'-2"/11'-6" C'�10e SUN c 27x 21' D SHELF w A N I � 1 3 OPEN TO ABV DN & BELOW 4 --20- PROPOSEDFL OR ( 0 � ELEV (NAVD) 14'-1 8' 6" 15'_6" 4'_2" 2 -4" 3'_0^ _ - JTYPICAL M 1 2 =- 17- S -FROVIDE DEC DRAIN I 1s_ AS NEEDED, V RIFY L — —JFY A ION w STYLE wl OW ERUCT I E I I I I I .,I I I 1 I I I -- — LOC 1 TR R 4 a -0 12 0 5 2 s •s^ ULtibs 1 -s 1 o POOL iv I q l I (L FI P — 7 — 111� � 141 131 111 1 1 11 0 1os 110 08 1 z ELEVATOR = T-8" 25'-0" T 19'-8" 2' 4' II Lob No. 17 0 So iv w n o - 11' 4" " 4'-0" 4 5 4 �A INFINITY SEATw EDGE BEDROOM OM 4 i1, — ab 03 CLUB ROOM 15' 8' xg 4, WIC T Coffer ClS 117111_�„ Y SPA I' �I I 101 q 10 Ug q 27'-4' x 16' O v - BALCONY — 1a7 GUARD Clg, / s. BD 4 ?10 BA H 4 a T sEC IOE <4 *F4 C�A�D, �aAD, 4 P �o FERESEMED er Tuls DFwwa� Alff °wrffD er, , T�5EBALCO Y ,eE U6ED er, 5`-8" 4' 4" 25'-0" w°Har Ew aFlwI` Eallm a r DO NA RANDAu E.BTCfff, AFDHITEDt6, PA LLPoTIEH DMR451ONB CN t4E:SE4ED CQfDITICNS LN THE J°B; F tH18 RICEMWt BE A801LIN IT o c ITM S M er TVEBF DRauara. DETAILSy. MIST w EIE0�11TTED TO THIB °FILE FOR „ �. : •-. — -- .+ s i:.,r „ — _ N=.0201-1;01.{"; Ol.{. RIGHt9 FE9ERVED RN�ALL STG AeOHITEAS t. � 113 112 111 TROUGH - Go ;A,V G �G 24,_11„ 7,_7^ 18'_8" 3'-10" �+ 7' 4" 55'-0" 103 -i ♦ G v 13,1 2,-4„ 3,_0" �� G 2 0 a, SCALE: 1/4" = 1'-0" w® _ _ �l�,►��O�E MARK SIZE TYPE NOTE! WD HGT I �. ND FL,,, ,) R WINDOW SCHEDULE MARK t E TYPE HEAD T NOTES WD ELEU 201 2-6 5 —6 CSMNT 9 —0 -- 202 3 —0" 9 —0 FlXED 9 —0" -- 203 3 -0 9 —0 AXED 9'-0" -- 204 3`-0 9 —0 FlXED 9 —0 -- 205 3 -0 9 —0 FlXED 9 —0 -- 206 3'-0 9'-0" FIXED 9'1-0 -- 207 2 —6 4 —0 FIXED 9 -0 -- 208 CSMNT 9 -0 -- IN[ SWING DC - 209 210 211 — 22 - 213 214 215 — 216 5--0 3'-0 3'-0 4-0 4-0 2'-6 2'-6 5 -0 4 —6NFIXED 6 —0"'-0Pocket 6 —0 6 —0 6'-0" 6'-0" 6 —0 6'-0 CSMNT CSMNT-- 9 —0 -- 9 —0"INT 9 —0 9'-0 9'-0 -- T-0 -- INT SWING SC -- INT SWING SC -- Door 1— SWING SC INT SWING DBL SC +— INT SWING SC i— INT SWING SC -- INT SWING DBL SC Pocket Door 18'-0" 27'-10" I 14'-8" /66 14'-0" 9 BEDROOM 3 10'41 Clg 201 14' x 14' v C 10'-4° Clg L _ zn BALCONY GUARD 3 A801 DN OPEN TO--// — — BELOW N UPPER STAIR DETAILS — — 13'-6" FLOOR TO FLOOR 24 RISERS @ 6.75" EACH 11" TREADS w/ 1" BULLNOSE 4" 4'-0" ^ II /^hill I I I rF'IiC9iR!IiFYiI �N 3 1 T-4" MASTER WIC 10'-4" Clg x 83'-8" 13'-2" V-8" MA TER BATH Coffer Clg 10'-411/11' 200 � rn 58" 21 c 201 zrs V 2'(2-4'26_$„ d 215 214 F zos 15'-0" REV NAVD)L�OR ELl TYPICAL ao GUNGE Cof er Clg 10'-4"/11' 5' x 17'-10" 4'4" 9 T-0" 8'-0" N r--� II II iV I REF 0 210 ' ELEVATOR 5=01' 71 5' 4" F8'-0 RON 'ilk A i 38'-4" 12'-0" 00 17'-0° MASTER BDRM Coffer Clg 10'-4"/l1' 17' x 18'-8" WIN[ uliff"Iffillfill o 213 i� 9 co � v 6'4" 7'-7" 2'-9" 51-0" '-0" 2'-0" 2114 205 1 T-0" La BDRM 2 Coffer Clg 10'-4"/11' 17' x 16' R im 204 I 17'-0" 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 - 48 H. CMU WALL 210 - MIN R-20 SPRAY APPLIED OPEN CELLED FOAM INSULATION AT GARAGE CEILING 0 N O w O N 215 g _g" 2'-9,6 T`V G V ®o ��G®oco 2ND FLOOR PLA� A�' SCALE: 1/4" = 1'-0" V Q3 °,ems " e+i •s�4 15 z Nam r , job No. 1702030 All I FL-L00ll105 3373 ALL IDEA6, MIMS, ARR44EMENTS, I FLANS INDICATED CR FEI'iE°..EMED BY TIN6 DRAIMIY ARE OM5D 5Y,, TILE PRCFERtt OF THIS OFFICE. , h CREATED, MVEP, 4 CEYEL ED FOR U6E ON, I IN CCNNECTICH WITH THE 5FECIFED Ff .. NIXIE Cf YJCH IDEAS, DE ", Afd24G5i11i6, OR FLAW SHALL EE USED 6Y, OR DIWILPSED TO ANY PEFeLN, FIRE, m D0R'PRAnm Po ANY FILTPPBE "T°AEVER LLYTHOUT ILE LLINTTEFI �WS ON CF R40ALL E. STd ,Ap ITECT6, PA MT DF'IBI0ICN504 T45EE PRA'l"Yd S HAYE PRECEDENCE OVER SCALE PImsm6. CLIITRADTORB 6HALL VERFY , BE RESP 15_E FOR ALL Dp'ENWfdVB 4 CONDITIM ON THE JOE 11415 OFFICE M66T EE NOTIFIED C£ ANY VARATILNS FRAM THE 0PEN610N6 AND C0401I.8Hp1N BT THESE DRAI SHOP DETAILS R ADE(2LA1£ SCALE tLSi BE S�MITTED TO THIS OFFIC¢ IT APPROVAL 86DLR FRCCEEDRG WITH FA5RI_L 670 T ITEM EG NOED 0i0R ALL RMiMS READ RN+DALL 6TRfF AfSflItECT5 PA A20 I I ITT F— tOP OF BEAM SDRM 4ROOF) � t1,,asitcx,N r I , c J L CONCRETE / BA CONY TOP@+132AEF. IIIAKIIIIIIIHIRL I'll CL n� NOTE: THIS PLAN IS FOR INTENT OF DESIGN AND REFERENCE SEE STRUCTURAL PLANS FOR FINAL DESIGN INCLUDING STRUCTURAL BEAMS (CONCRETE AND STEJLI, STRUCTURAL COLUMNS(CONCF AND STEEL), TRU.g�TggE3 TRUSS STRM'PPING, WIND PRESSURES, ETC N ® IT-1'IF.F. ... Q 2nd FLOOR FRAMING & LOWER ROOF PLAN SCALE: 1 /8" = V-0" REVISIONS BY DATE 11 Q Permit. set GS 4.152019 N " LO Lin MOM U Q C%� Q O F C p 7 I } - 'k �•: ebQi�b N n1 oW4 i I Lf AFK ry 19. si f Job No. 1702030' ti ALL IDEA$, OEfi ,, ARRANWW S, I PLANS MDICAIED OR REM$PiTED BY THIS DRAWN ARE OI ED BT, A THE FRO FFY OF WS OFILE I uERE CfFI EVOLVED, I DEVELOPED FOR'SE ON' I IN 56MEOTI01[ WITH THE 6FECRED FRO.ER. NOW OF EUGH IDE46, M",, AM IEMENrB, OR R °.AMLL SE U GY, OR 0I$C1A3ED TO ANY FERSOR FIRL OR CORORATICN FOR ANY F1Po'qf5E W T60EVER WHHaIt TIE WRM FER'115IIM a R40ALL E 6TO FL ARPIITEOI6, PA. YRITIEN D�IM ON THESE DFd1LhYa5 6HN,L HAVE PRECEDENCE OVER eOALE DIFErEIONS. GatIRACTORS $HPLL VERIFY I EE R:6F'( ELE FOR ALL DHEN$ION6 rV ITIM m T4E JOS, I TNI6 OFFICE MJ$T ICE NOTIFED CF ANY VARIATIONS FROP1 T4 DMEN51aS AND CCND7ILN6 $HWN 5T THEE DRAlIMG6. CHOP DETAIL$ OF ADEW m$GALE MEET HE SIEMIrtE) TO T4I6 OPa FOR APPROVAL g FRCCEEDRKa WITH FABRCATION ON ITEM6 SO NOIED.01®11.11. At1 RKArt9 rg9ERV£D RAf®ALL BTQFi ARCINiECi5 FA I 19 ME R. 0 A210 4s SCALE: 1/8" = V-0" ` a STRUCTURAL COLUMNS (CONCRETE AND STEEL), TRUSSES, TRUSS STRAPPPING, WIND PRESSURES, ETC. UPPER ROOF PLAN SCALE: 3/16" = V-0" 0 C/) t: � Q p Q � r H � 11 v ,: Job No. 1702030 W05FMM-AA003379 ALL IDEM,, M1120,, AEdiWWEN I PL" MDICAnA O ImPfomp BY "I DR m ATE mm ®Y, 17H PRY Of MIS Q m I I m CWAfiD. EVOLVED, I DE L4 DFOR LL CN, I M CQtEC W THE 6KCFED Fd ECT. N 6 OL + IDEAS, DES ,, AJW.* tBM,, DR PLAY!E LEEI By, DR DRCLOSM TO My PEON, FW,, DR COWOFAna+ A Rwm"TSOEVER LLNMWi THE EWtt mwlwaF RAVDALL E. ETCFT, A�Pl E .. PA WRtt DTIEi "M TIESE FA YCE A27' ,r'®aT.� TOP OF _.@+23'- BEAM _ \T� +23'-10" A.F.F. 2ND FLOOR @ +13'-6" A.F.F. 1ST FLOOR ELEV 0'-0' NAVD 20.0 SOT. OF POOL SHELL NAVD 13.0 4 in k BELOW DECK A -12'-1 NAVD 8.0 FI ASOY TOP OF BEAM @ +23'-10" A.F.F. 2ND FLOOR @ +13'-6" A.F.F. 1ST FLOOR ELEV 0'-0" NAVD 20.0 Y ST LUCIE COUNTY MIN FINISHED GRADE NAVD 17.5 MIN LOWEST HORIZ STRUCTURAL MEMBER NAVD 15.5 BELOW DECK @-12'-0"-�- NAVD 8.0 EAST ELEVATION (REAR) SCALE: 1/4" = 1'-0" 300 SERIES KEYNOTES 300 - STANDING SEAM METAL ROOF 301 - SMOOTH STUCCO FINISH 302 PRECAST BAND 303 - PRECAST BASE 304 -. RAISED SMOOTH STUCCO BAND 305-. ALUMINUM RAILING (WHITE) 306 EDEN COAST. GARAGE DOOR (stained) 307 - DECORATIVE BRACKET (HARDIE BOYS) 308 - DECORATIVE 12" z 12" OUTRIGGER 309 - ALUMINUM BAHAMA SHUTTER 310 - ALUMINUM LOUVERED PANEL 311 - SWIMMING POOL INFINITY EDGE WALL 312 - .. BY DATE GS 4.15.201E ................ ALL IDEAS, moKm, Afwm TEws,, 4 FL" NDID m OR REF'fd:eEN1ED BY THIS DRNYNG ARE WNED BY,, TE FROFERIY C£ IN 4OFIGE,WN WI DREAIED, EVOLVED.,DEVELOPED fOR USE DN, I IN GLNNECtIRI LL4TH 1HE BF, M FL FRO.ffLTm ul 0: 6UGH IDEAS, DESICTO5, ARSON, FI , PLANS TI �. USED BY, DIYIOSED TO ANY FE AN f T. OR DORPORATIGN FOR ANY PA ALL ESTbOEVERWNN ThE WRITTEN DMINSILN O RNOAl E SiRff, AROHffEDtb, PA uRRtEN DIhENSIa♦8 RJ THESE CORtRA S SHALL HAVE PRECEDENCE OVER leA DEENSbNS DgiIR4CTOR9 SHALL VERIFY , EE 5, 4 TH16 a ALL DRffNSI 1 y VARIATIONS NS NE JTBF TNIB If I D BE NOTIF TI S ANY VA Y TESE FiTI l DMEJSIQIS AND fANDIi10N65HWN BY i1ffbE pR4WING8 bHPP DETAILS OF ADED TE SOALE MLBT BE B IT D TO THIS ORICE FOR AFFROVA. BEFOfE fNaLCE M WITH FABRCATICN ON ITEMS 50 NOTED. 020n. ALL RG 15 RESERVED RANDALL STL AWHREOT5 FA (.o CJ� I3 0" Ci®® v rNn n0e TOP23OF -10'A.F.FBEAM +'. 2ND FLOOR ♦13'-8' A.F.F. TOP OF BEAM 6 a1 P-2" A.F.F. 1ST FLOOR ELEV 0'-0" NAVU20.0 LOBBY LEVEL-111-6" NAVD8.5 SCALE: 3/16" = 1'-O" TOP OF BEAM @+23'8" A.F.F. 2ND FLOOR @+13=2" A.F.F. Ir 1ST FLOOR ELEV 0'-0"� NAVD 20.0 MIN FINISHED GRAD NAVD II.5 MIN LOWEST HORI$ STRUCTURAL MEMB NAVD 15.5 GARAGE -12'-0" NAVD 8.0 300 SERIES KEYNOTES 300 - STANDING SEAM METAL ROOF 301 - SMOOTH STUCCO FINISH 302 - PRECAST BAND 303 - PRECAST BASE 304 - RAISED SMOOTH STUCCO BAND 305 - ALUMINUM RAILING (WHITE) 306 - EDEN COAST GARAGE DOOR (stained) 307- DECORATIVE BRACKET (HARDIE BOYS) 308 - DECORATIVE 12" x 12" OUTRIGGER 309 - ALUMINUM BAHAMA SHUTTER 310 - ALUMINUM LOUVERED PANEL 311 - SWIMMING POOL INFINITY EDGE WALL 312 - ., Lei ' lV to � W to AM Sad Sd [TS' �z psonamom mm I Job NO. 1702030 R W ALL EEA6. CES06, A%3gGEl ,, a FLA* NDICATED OR FEFRESE FED BY THI6 DRAM A OWNED BY,1 Toff FRA M O= iNIS CFICE. 4 LL GEATED, EVOLVED, 2 DEYELGpED FAR e6E M a N COCTILN WIN NE 6FECFIED FRP ECT. NONE CP S6CN IDEAS, DESIWS, ARW,0lM6, OR PLANE SVMLL EE USC) BY, CR DISCLOSED TO MR F-ERSZ, FIR'I, OR COIRIORATIM FOR.AVY N WE WHATSCEVER WIN=THE W lre4 FER'i19lmcF RMIDALL E. STCFFr,, ARCHITECTS, PA W¢I DIFIE610N6 CN NESE DRNLIw EHALL HAVE F1ffCEDENCE OVER SCALE DRENSICNS 0gFR4LTm S VERIFY 2 BE n&po, 61ELE FOR All DIMEN [" I OJNDBICNS ON THE JOE,1 THIS GFICE MAT SE NOTIFIED OF VA ATICN6 FR011 THE PIMSIS N6 AND CCNDITIR 640W♦ ST THESE 0RAWI1Y 6NOP DETALLS LF ADEMAM SCALE MIST W E1E IMD TO TNISO aFOR APPRnAL EEFNE FR.'xEEDIG WITH FABWCATION ON ITE w Ib1ED.02®0. ALL STCFFT ARCHITECTS. PA 3" VTR JIL i MSTR BATH I I 1 2" rV CO WC I BATH 2 j sHR 2 lA LAV 3" CO WC SHR 2-VTR CABANA J' L I I KITCHEN 2"STUDOR VENT 2" STUD0�2 VENT I , LAV Z.. VTR i I 'fnJ JIL EG SINK UTIL CO KIT SIN CO 2"� ILAV 2 DOG WAr 1I 'I GoWVI LT WC CO TOP OF BEAM @ +23'-10" A.F.F. 2ND FLOOR _ @+13'-6"A.F.F. 1ST FLOOR ELEV 0'-0" NAVD 20.0 2" VTR JiL I r, VIP BATH Ian, BAR SINK LAV 1 I CO SHR 21. n 1 V I WC 2" VTR JIL I I r, I BAR SINK :200 SHR ' LAV WC 3' 1 ST FLOOR 3" Co 3 3" 2" STUDOR VENT I I CO DRIP DRY 3" 4° 2 WAY CLEAN OUT PLUMBING RISER ] ,0s °" F?C N.T.S. 1 CONCRETE &METAL BAR JOIST FLOOR SYSTEM (SEE STRUCTURALS & SHOP DWG'S) ] V a I I- I -I I4-III III I -III I I I-1 � J I 1=l—llf I III -III I I I I I I -III I I I III III i I -III I i �F-I III � -I I� I-1I III III_I 1T-f I III. 1II�II�{J I 1-111,111�11, FOUNDATION SHOWN FOR ILLUSTRATIVE PURPOSES - SEE STRUCTURAL PLANS FOR ALL FOUNDATION DETAILS INCLUDING PILING, GRADE BEAMS, FLOOR SLABS, ETC t� e` 1 M � 72 Y2 DECORATIVE HARDIE BOYS CELLULAR PVC BRACKETS BRACKET DETAILS SCALE: 1/2" = 1'-0" (TYP)151/2 TOP OF BEAM 0 i23'-10" AF.F. 2N0 FLOOR @+13'-8" A.F.F. NON -HABITABLE SPACE '\ BELOW ELEVATED DECK \ III — 1 1l ll 11 U 11 ' 1111 11, 11-11 ,I1�711 l�f�l`-II I�IL 1= • I I I 1 I 1 I t BUILDING _ 111-,III II��III�IIII II�,��IIl��li NG SECTION A -A SCALE: 1/4" = V-0" SCALE:3/16" = 1'-0" ELEVATED DEC NAVD 19.67 MIN LOWEST H 4 LOBBY LEVEL-11'- NAVD 8.5 - IIIII111111111�IIIHII ll�tlllll1111lillllll� III-Fp�GE E FILE C®PY I W � { k� C) Email &a r idj W z z i-._-__ FL-00W05 3379 ALL I6M MU*,, ARRNK# S,, 4 n" micui ED DR � BT NI6 DW WAG mzS P1NED BY,1 T4E (FOFLRIY w THIS IXFICE.1 MW MEAW, 5WLVED, I DEVELOPED FOR ILBF CN,1 N CGNECTIM MTN THE EFECFED FRJ.ECT, N G 911DH IDEAS, DEB",, AfdtdGSWS,, DR M" SHALL M 1 6T, DIBCLO TO ANT FOW1, PW,, OR f TIN ECRA PRFLEE W14T80EVER W T THE mrei P IssION aP JSWALL E BTOFFT, APo'YIIIEGTB, PA ARITTBt D'EN& MTFIEBE BY _,. L' L' GARAGE/LOBBY LEVEL REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0" g' GOcG G®v v ZO 0) REVISIONS BY I DATE t— A Permit set GS 4.152D19 O N Job No. 1702030 ti FL-OOM05 FIRM-AA003M 4LL IDEAS, pESK313, Af&gYEfp T9, t ,=CANS MDIGGtED OR fEf#EENfED BY ifNB DRNIRG N£ CVIED BT,1 i{E:RF' ERrr miN5 CF 1 OEFE CREAtED, EVOLVED l DEVELOPED FOR USE Ql 1 IN 61%5 A WiN RE EPEC6IED FRWJ L NONE D 5'JGH IDEAS, DES To AR4AVGEME r OR FiN13 SHALL EE USED BT, OR DI&AOSEDATA4Y PE M FIfd1, ORC�Ai:%M ANY ft1 ALL E. 6T , A HIM , P LL9ilEN FErd'lISEgN OF RANI E. SiRPr ArCHIiECi3, PA E R DIIffilSILNB CN THESE DRNLIlK.S 9HALL HAVE PREDE4 m OVER 9DALE DIIENBICM3. OONiR lC , ITV ON I BE RESPoNSIBLE FOR ALL NMRI q CQU ATII ON LVE JCS,1 t11B CM MBi BE NO IV 6 MT vdRlATlO iR011 PE DR'ff PET A5 COI�RIM A-IE BT iM D IMP T SHOP DETAILS R ADEI�'JA1E BDALE MW°i BE SJEtMIt1ED t0 THIS TM FOR AFPRDVAL Es40f� PRCCEEDMi YNTN FABRI L 5T WI IFEMS 50 NOTED. 010D. ALL RIGHS RE6ERYED W NDALL SiCFT PFLN�16 PA A601 FILE 1ST FLOOR REFLECTED CEILING PLAN SCALE: 1/4" = 11-0" 0� 00 GSO ��G� GG REVISIONS BY DATE Permit set GS 4.152019 N ------ - TOM IF — U �Q W� cry Q ' �o H Ln I � O uu j I Job No. 1702030 let FL-0011105 FUM-AA003n, CLL IDEAS, DESIWS, ARRA"SEI%,, 4 RAYS INDICATED GR I3EfiE9ENIED DY NIS DRNWiIfa CIE WfgD BY, i iVE FROlERI`.' 6 MS CfR I HERE �1ED, EWLSED. I DEVELOPED f ISE qJ, b CCiHECTION WITH THE SPECFED PROJECT NO L SIIGH IDEAS, )Eaf ,, �T8, m P ma 5441.� BE QED BY, OR DI6CL0°.EU TO N1T FERAN,fIR1, OR CORtlpATIQI TOR CITY ft AU IL ST E, W `!ECT , F WRRiFN PERm55IW Cf R4NDALL E 4T 1- 4, ARCH CEI), IC W R SCALE lI THESE DRCIIIR x5 6HCLL HAVE PFcG' ING OVER SCALE DIMENSIONS IMMEN5 IIS SHALL VERFY i E R , 4P 1IBLE FCR .ST DRENSI)N i CO.VDRICNSON RE N DIMEDISMRTICE tll9i EE Ib M 6ANY vAfd GT NEBE OK NE DF0PW IL5 dJPIDR1TE fi E STHE UGMI M T TWIG DElA OF ADELYJ V SCALE I1LLSi BE fUDMIiWI TO TWIG OfPILE FOR APPROVAL DFq� 6IGE a WIN FABRICATION ON ITEHS SO NOTED 02011. CLL RK3Rfi RESERVED RFNDCLL fiTQfi AfSHITELT9 Pa A602 FILE COPY Job No. 1702030 let FL-0011105 FUM-AA003n, CLL IDEAS, DESIWS, ARRA"SEI%,, 4 RAYS INDICATED GR I3EfiE9ENIED DY NIS DRNWiIfa CIE WfgD BY, i iVE FROlERI`.' 6 MS CfR I HERE �1ED, EWLSED. I DEVELOPED f ISE qJ, b CCiHECTION WITH THE SPECFED PROJECT NO L SIIGH IDEAS, )Eaf ,, �T8, m P ma 5441.� BE QED BY, OR DI6CL0°.EU TO N1T FERAN,fIR1, OR CORtlpATIQI TOR CITY ft AU IL ST E, W `!ECT , F WRRiFN PERm55IW Cf R4NDALL E 4T 1- 4, ARCH CEI), IC W R SCALE lI THESE DRCIIIR x5 6HCLL HAVE PFcG' ING OVER SCALE DIMENSIONS IMMEN5 IIS SHALL VERFY i E R , 4P 1IBLE FCR .ST DRENSI)N i CO.VDRICNSON RE N DIMEDISMRTICE tll9i EE Ib M 6ANY vAfd GT NEBE OK NE DF0PW IL5 dJPIDR1TE fi E STHE UGMI M T TWIG DElA OF ADELYJ V SCALE I1LLSi BE fUDMIiWI TO TWIG OfPILE FOR APPROVAL DFq� 6IGE a WIN FABRICATION ON ITEHS SO NOTED 02011. CLL RK3Rfi RESERVED RFNDCLL fiTQfi AfSHITELT9 Pa A602 FILE COPY 1.193 AfLACE 3 L11313 13 VP 13KMEM�M il ti CF ri �1 1 BATH 3 MAST& WIC 1o'-40c1g wF 10'-4" Clg B6O 3 CF € Cie 'I 10 13 13 0 9' CLG 13 LOUNGE Coffer Clg 10'-4"/11' 13 11' CLG 1O 10'-4" CLG ® 9' SOFFIT 211, d 10'-4" � K N BATH 2 10'-4^ C - cF VP 13 O MASTER BATH Coffer 0'-4"/11' CF 0 0 O 10'-4" CLG u O.- 11' CLG 13 BDRM 2 Coffer C 1 "/I1' 10'-4"CLG 2nd FLOOR REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0" o� OOD i oov " v as Q A Gg eU V] MEW Namm Job No, 1702030' - D�_ iL-0011105 FIRM-AA003379 IDEA9, DE0 G fP/JYEH N I PLAN5 ED GR EBYT15DRG AE WBr, 4 NE 'HI5 fflE1 R�ATD, EVOVD,1 PRDFERfr DEVELOPED FOR u6E 1 IN CCAdIECibN WIT! THE SFEDEED F�JECi. Neff OF SIGN 14, DE91UB, A�NY�T�NtS, OR RN58VW.L EE UvFD BY,OR 109Ev to avr .', PNd1, � LOf�LRAnLN iDR NIT PDGE IWAiSDEYER tl4iFIWi iVE: WPoiiEN FflZ1155bN Lf Nm�m� LAIDITILN6 ADEQ1 AP p' 4 NOT D.0 a 0 Pa A603 mom RAILING POST (REFER TO SHOP DRAWINGS FOR SIZE &LOCATIONS) MIN POST EMBEDMENT = 4" 3 1/4" DIA x 4" DEEP HOLE 4" MIN EDGE INTO CONCRETE, FILL HOLE DISTANCE w/ EPDXY BONDING/GROUTING \\4„ ADHESIVE (SIKADUR 32 HI -MOD) d d . ° 4 ° d d Q a a 07 EXTERIOR RAILING ATTACHMENT RECOMMENDED WATERPROOFING BE PROVIDE AT THE COLD JOINT BETWEEN THE DECK AND THE CMS TO PREVENT WATER INTRUSION. RECOMMEND WATERPROOFING BE PROVIDED 1" 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 RECOMMENDED 3/4" X 3/4" SILICONE CANT PRIMER. IF REQUIRED CANT BEAD 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 PERIMETER SEALANT. 1" BEYOND SLIDING GLASS DOOR PERIMETER SEAL CONCRETEBLOCK I NOTE: ALL FASTENERS FOR RAIL ATTACHMENTS TO BE STAINLESS STEEL NTS 04 1 ALUMINUM GUARD DETAIL TOP CAP ON 2"x1Z"TUBE 2"x1 TUBE z —'---3%" METAL RUNNER 2x4 NAILED TO TRACKS (25 ga) TOP & BOT FLOOR TRUSSES ((2) 16d each truss) No. 6 x 1" GALV SCREWS @ 32" O/C TO TOP RUNNER 3 8" METAL STUDS 2"1 TUBE (25 ga) @ 16" O/C NORMAL 2"x1'' TUBE MATERIALS DESIGN FLOOD ELEVATION (DFE) SEE PLANS FLOOD PROOF MATERIALS No. 6 x 1" GALV SCREWS (CLASS 4 OR 5 PER FEMA TECHNICAL BULLETIN #2) @ 32" O/C TO BOT PLATE 3/4" = 1'-O" THIS DESIGN ALLOWS THE METAL FRAMED WALL TO BREAKAWAY FROM THE PERMANENT TOP & P.T. 2x4 w/ 1/4" x 3" " BOT 2x4 RUNNERS WITHIN THE 10-20 PSF LOADING CORROSION RESISTANT RANGE WITHOUT HARM TO THE ELEVATED PORTI TAPCONS @ 16" O/C OF THE BUILDING OR SUPPORTING FOUNDATION INTERIOR NON -BEARING „ _ D 11/2 -1-0 3 BREAKAWAY WALL CONSTRUCTION MIN R-20 112 Ib, PER CUBIC FOOT SPRAY APPLIED OPEN CELLED FOAM INSULATION THAT PASSES BALUSTERS \ACC 377 APPENDIX'X' WITHOUT A COATING EJECT SPHERE 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 gT 1 SEE ANCHOR SCHEDULE ON STRUCTURAL PLANS FOR ROOF TIE DOWNS n WP OF BEAM +11'-2" A.F.F. TM NTS 03 BALCONY GUARD DETAIL 3/411 = 1'-011 GRASPABLE TOP RAIL PER SEE SHEET A802 FOR—i N.F.P.A. 101 5-2.2.4.5 (C)' A802 TRUSS END DETAILS R 311.5.6 HANDRAILS SHALL BE PROVIDED Ilk ON AT LEAST 1 SIDE OF EACH STAIRS & SHALL BE CONTINUOUS FOR HE FULL LENGTH OF THE FLIGHT HARDWOOD BALUSTERS SPACED TO REJECT UPPER STAI R 1" SPH ERE 4" DI STAIR RUN=1 LOWER R — - RISE=6 9" RUN=1 V EXTERI 5R STAIR = RISE=7.22", RUN=11" R 1ST FLOOR STUCCO --,,,,,-,,°a SLIDING GLASS DOOR I FRAME SILL ° d A A ° CANT BEAD ° e MEMBRANE POURE CONC. ° WATERPROOFING 3/4" RECESS STAIR , FINISH ° d MATERI L T.B.D. o VULKEM TRAFFIC COATING TO BE e d USED ON BALCONY SURFACES ------------------- 06 WATERPROOFING @ BALCONY NTS 02 STAIR DETAIL NON-SKID FLOORING ON EPDXY BASED SETTING MATERIAL & GROUT OVER TRAFFIC COATING 35 (NO PHOSPHATE BASED MORTAR) FOR FIRE RATED &ADJACENT WALLS' T TOP & BOT RUNNERS TO BE FASTENED TO TRAFFIC COATING CEILING & FLOOR @ MAX 24" O/C w/ 5/8" EMBED NAILS OR SELF TAPPING SHEET 5 BULLNOSE METAL SCREWS FOR METAL TO METAL EDGE 3 d a d (2 4 d d d ° a r ° d ., n TOP OF BEAM h B. F F. SHOE - NOTE: ACI HOOK - VERIFY ALL BEAM HEIGHTS w/STRUCTURAL PLANS 3/411 = 1'-011 FILLED CELLS w/ VERT. DOWELS — AL RUNNER (SEE STRUCTURAL PLANS (25 ga) TOP & BOT FOR SIZES & LOCATIONS) 3/4" RECESS— GARAGE/LOBBY @ � 24" O/C 'AL STUDS V ELEV-12'47-1 V-6" GRADE VARIES', 12 5 1/2 F WATER DRIP) GROOVE 5/ " GYP BOARD wit A SMOOTH STUCCO L 5/ VEL 4 FINISH OR ' DUROCK @ WET AREAS FINISHED BALCONY NOTE: BATT INSULATION FOR WALLS P.T. 2x4 FRAMING AROUND BETWEEN CONDITIONED and ALL SHOWER OPENINGS UNCO14DIT19NED SPACES AT OPT. CATIONS FOR SOUND- GENERAL NOTE SPECIFICATIONS: SEEP ANSI -ALL CONCRETE SHALL BE OCEAN MIX -ALL NAILS SHALL BE GALVANIZED -ALL FASTENERS SHALL BE STAINLESS STEEL 05 BALCONY EDGE DETAIL NTS 01 INTERIOR FRAME WALL (NON BEARING) 1 1/211= 1'-0" D1 TYPICAL 2-STORY WALL SECTION PRE-ENG: ROOF @ 24" O/C ZTRUSSES R ATRUN RESTRAINTS (SEE STRUCTURAL PLANS) G , %8" GYPSUM BOARD CLG ATTACHED �1a TO BOT CHORD OF TRUSSES IA P.T. 1x3 FIRESTOP CONT. 1 CONCRETE TIE BEAM °I (SEE STRUCTURAL PLANS) 1I 1. II PRECAST METAL BAR JOIST & CONCRETE FLOOR SYSTEM oI °o 0 0 = o �L7K + N:_ GYPSUM BOARD CLG ATTACHED I TO HETAL HIHAT CHANNEL THAT IS SPACED 16" O/C 1 5/8" GYP BOARD OVER R4:1 FI-FOIL INSULATION STAPLED TO P.T. 1x2 FURRING @ 24" O/C P.T. 1x4 CONT. i I 14 rl=I I T III IIII11111 ���--ail SEE STRUCTURAL PLANS I^ = FOR PILING, GRADE BEAMS, I' FOUNDATION DETAILS I INT ROR WALL & CEILING FINISH NOTES: 1. ALL INTERIOR WALL & CEILING FINISHES TO COMPLY w/ FBC 2017 R302. D FOR FLAME SPREAD & SMOKE DEVELOPED INDEX. 2. FLAME SPREAD INDEX NOT TO EXCEED 200. 3. SM DKE 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. FL ME SPREAD INDEX NOT TO EXCEED 25. 3. SM KE DEVELOPED INDEX NOT TO EXCEED 450. -ALL -ALL 3/4" = 1'-0" D2 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 12 5 1 /2 SEE ANCHOR SCHEDULE ON STRUCTURAL PLANS FOR ROOF TIE DOWNS TOP OF BEAM @ +23'-10" A.F.F. F1 SEE SHEETA802 FOR—/ A802 TRUSS END DETAILS MIN R-20 1/2 Ib. PER CUBIC FOOT SPRAY APPLIED OPEN CELLED FOAM INSULATION THAT PASSES ACC 377 APPENDIX'X' WITHOUTA COATING PRE-ENG. ROOF TRUSSES @ 24" O/C RATRUN RESTRAINTS (SEE STRUCTURAL PLANS) %" GYPSUM BOARD CLG ATTACHED TO BOT CHORD OF TRUSSES -P.T. 1x3 FIRESTOP CONT. -CONCRETE TIE BEAM (SEE STRUCTURAL PLANS) 2_ND�FL.OR ° T @ +13' 8" A.F.F. II_ PRECAST METAL BAR JOIST & CONCRETE FLOOR SYSTEM n TOP OF BEAM @+13'-3"A. F.F. 1— o 0 0 0 0 SHOE L ACI HOOK GYPSUM BOARD CLG ATTACHED TO HETAL HIHAT CHANNEL THAT IS SPACED 16" O/C I 1ST FLOOR @ +0'-0" A.F.F. II PRECAST METAL BAR JOIST & CONCRETE FLOOR SYSTEM n TOP OF BEAM h v@ -O'-3" B.F.F. ( o 0 0 0 0 SHOEiiii' L NOTE: ACI HOOK 07 + VERIFY ALL BEAM HEIGHTS w/STRUCTURALPLANS __..., GYPSUM BOARD CLG ATTACHED TO HETAL HIHAT CHANNEL THAT IS SPACED 16" O/C 1 FILLED CELLS w/ VERT. DOWELS (SEE STRUCTURAL PLANS FOR SIZES & LOCATIONS) 3/4" RECESS GARAGE/LOBBY a 'i ELEV-12'-0"1-11'-W GRADE VARIES E SPECIFICATIONS: fE SHALL BE OCEAN MIX ALL BE GALVANIZED RS SHALL BE STAINLESS STEEL CAL 3-STORY WALL SECTION ° 518" GYP BOARD OVER R4.1 FI-FOIL INSULATION STAPLED TO P.T. 1z2 FURRING @ 24" O/C i—V 1 P.T. 1x4 CONT. L # °° _ I SEE STRUCTURAL PLANS I i• I— FOR PILING, GRADE BEAMS, 1.4 I'' FOUNDATION DETAILS 1 a <1 1` ° ! FILE COPS. U CA 0 VAN Job No, 1702030 fjL FL-{m2f105FMM-AA0030 ALL rtsEAs, oEswns, A>a+Ars, � Rays MDICAiED ctz REfTBEtT'tEp Br THIS DRAW Ws A� CLLHED BY,� THE PfdDPER1T i iIN9 CM4E.1 9 THE SD,EVOLVED.< p7,fMIEDFDR 119E 1 , IGIA 1R1 WTH iF& 9PEOIFIED PFWE n D 9X.x IDEa9, DED To AfIItA`GETEi1T9, DR PLANS 9HALL BE ABED BY, OR DI9:1O9ED rD avr PER9oN, FIRS, Gft CORPORATION M AW Pllfd"CBE WlAT6OEVER WrtHOUi 1HE uRIr1EN PERtilE91PN Of RA`BALL E.9TOfPf, APiH11EOf9, PA LLRIiPEN DME PDM BON ThE9E DR"�NIYa9 9kM i HAVE RECEDENCE OVER PGALE DRiNION9. DQI1RACrOR96HALL VERIFY i EE M, I ` 115 1C ALL DIhEN91CN91 �OrmIrIONB CN 1'Iff JOB, s THIs LFPICE MJ91 M NOTPIED CR ANY VARIATIQl9 F%f1 i4¢ DfMQ151Lx9 M+D ca-mnioNs straw Br nESE DRAwm19s. sucP DEraLs a 3 METAL J GALV METAL DRIP OVER P.T. 1x2 ON 2x6 CYPRESS FASCIA w/ (2) 16d TO EACH TRUSS MIN %" STUCCO ON SELF FURRING METAL LATH SOFFIT 12 5 1 /21 1'-101, OVERHANG (TYP.)' e a u° 01 1 REVISIONS BY DATE qf— Q Permit set GS 4.15.2019 N _- ..... TOM W U W Q Q n Q � Q lLr) 0 a job No. 1,70203 ' ti3� r FL-{k IU05 T; ALL IDEA6, DE6 , ARUWAE EM6, f PIL" R "lt REFF£6ENiED e h 5 DRWIG ARE OWIED BY, 4 THE 6 TW16 Q a, I XW DREAI ,, EVOLVED, 4 DEVELOP m r IN �wli 1V 6mc61ED FRO EmN IDEAS, DE6 ,, ARwJK£MENB, OR PLC W&L EEU DI6406ED TO ANY FEF6w4 FIRS, OR cowC vmK PJRPO6E WAi6CE WTH Tl Mt FERtI°wa MLi E£ AND REVISIONS BY DATE CASING BY INTERIOR 2X6 P.T. BUCK Wi 1/4"I DIA. x OR OWNER 1-3/4" EMBED. @ 2" O.G., 6 E.E. WOOD CASING, BY OWNER 0hermit set GS 4.15,2019 1X6 P.T. NAILER PROVIDE 2-1/4" ASONRY EDGE DISTANCE METAL STUD PARTITION w/ PROVIDE SH MS AS REQUIRED DRYWALL SEE WALL SECTIONS JAMB EXTENSIONAS NEEDED GYPSUM WALLBOARD (SEE WALL TYPES) METAL STUDPARTITION w/ WOOD DOOR (SEE FLOOR PLAN) ATTACH DOOR FRAME I GYPSUM W LBOARD PER LATEST NO PRODUCT r BLOCKING AS REQ'D 0/ (SEE WALL PES) WOOD CASING, PAINT GRADE -' _ .a APPROVALS ° PROVIDE SHIMS AS DOOR STOP (VERIFY w/ OWNER) IMPACT RATED E TERIOR REQUIRED PRE -HUNG WOOD DOOR FRAME DOOR (NOT FRENCH) PER WOOD CASING BY OWNER O DOOR STOP BEYOND XTEND LATEST NOA PR DUCT (NATERPROOFI{IG ° APPROVAL PRE -HUNG WOOD DOOR FINISH FLOOR VARIES BY FRAME ROOM STONE OR BRICKDOOR STOP (VERIFY SPEC's w/ OWNER) THRESHOLD BLOCKING AS REQ'D WOOD DOOR NOTES: ° CONCRETE FLOOR SLAB VULKEM SEALAN ON (SEE FLOOR PLAN) PRE -HUNG WOOD F N e (SEEFOUNDATION PLAN BACK SIDE & FRONT 1.VERIFY w/ OWNER IF SOUND DOOR FRAME I � ° " . WATERPROOFING INSIDE & OF BUCK FACE OF OPENINGS, SEE NOTES: INSULATION WILL BE REQUIRED. WOOD DOOR SPECS. STUCCO RETURN1.VERIFY w/ OWNER IF SOUND 2. VERIFY HINGE SIDE w/ FLOOR PLAN. SEE DOOR SCHEDULE ( ) NOTES: INSULATION WILL BE REQUIRED. 1.VERIFY w/ OWNER IF SOUND STUCCO FI SMOOTH FINISH 2. VERIFY HINGE SIDE w/ FLOOR PLAN. INSULATION WILL BE REQUIRED. 2. VERIFY HINGE SIDE w/ FLOOR PLAN. W FILLED CELL OR POURED COL., SEE STRUCT. *CAULK AS REQUIRED 1Y2'=V-0" *CAULK AS REQUIRED 1Y2'"=l'-0" *CAULK AS REQUIRED 1Y2"=V-0" M DD OOG�i OO U7 3M9OM JG° H o DD C=7ML Q 5T�lPo -0Mn 4CaG�[IOL� DOOR OO R HEAD DE GA UL � °i 'fF. OG�J7EROOO R DOOR JAMB DE TAUL H 5T17Pe oMSTC�G��OP DOOR 51 G�G�L �'G;IOILD DD C�iTGI^ OL O NOTES: 8" 1. CAULKING, SEALANT, ADHESIVE, PR PO STUCCO w/ CAST LINTEL OR RED BEAM STRUCTURAL CMU WALL OVER PRECAST PLASTER w/ SMOOTH LINTEL OR POURED CONC.— FINISH BEAM, SEE STRUCT. STUCCO w/ SMOOTH FINISH --�� PRECAST LINTEL OR POURED BEAM PRECAST OR POURED BEAM OVERLAP OR GASKET SEALS WINDOW FRAMING E SMOOTH FINISH 's) ° E STRUCTURAL DWG's) (SEE STRUCTURAL DWG's) AND WALL JOINTS TO FORM AIR BARRIER. W P STUCCO w/ 2. THESE PRINCIPLES ARE R ALL SEE 2X6 P.T. BUCK W/ Y4" TAPCONS W/ WASHERS 1Y4"'ALSO SMOOTH H FINISH APPLICABLE TO DOOR (D °A WATERPROOFING INSIDE & i—, .. T3Y4 L SECTIONS STUCCO w/ O EMBED @ 8" O.C. MAX, 2" SMOOTH FINISH FROM CORNER WATERPROOFING INSIDE & FACE OF OPENINGS, SEE " oOa .. ° : DRYWALL SEE �WEATHERPROOFING. a FACE OF OPENINGS, SEE o • O SPECS. z " WALL SECTIONSMOISTUR ARRIER DIRECT MOISTURE AWAY OM SPECS. 6PT. MAILERDRYWALL z SURROUND IF Q • w �oa w 1X6 P.T. NAILER aOVERLAPPED SEESTONE WATERPROOFING INSIDE& k WALL SECTIONSSTRUCTURE/ O 9 w APPLICABLE ,zO r ° t FRAMIN i VULKEM SEALANT ON < a o ° ¢ �'' e FACE OF OPENINGS, SEE (L a BACK SIDE &FRONT � ° CASING BY INTERIOR w w ~ ' SPECS. 3Y2" 1X6 P.T. NAILER F� ' OR OF BUCK s OWNER , � , s CASING BY INTERIOR OR OWNER � CASING BY INTERIOR OR 6 N HEAD CASING/ TRIM JA NEEDED B EXTENSION AS ' " STANDARD 2" TRACK, 2X4 P.T. BUCK W1 Y4" TAPCONS .; OWNER e JAMB EXTENSION AS NEEDED CORNER BEAD & O.C. MAX, 2" 2X6 STONE SURROUND & /,x12" P.T. BUCK W/ 1/4" TORSION'SPRING STONE SURROUND FROM COREMBEDN R "N DIA RETURN x 1_ /4" EMBED. @ DRIP KERF IN OPERATED O.H. RETURN, SEE 2X6 RIPPED P.T. BUCK W) 1/4" VATIONS (SEE ELEVATIONS) .C.,{6" E.E. STUCCO RETURN GARAGE DOOR. ELEVATIONS IMPACT RATED FRENCH STONE SURROUND & DIA. x 1-3/4" EMBED. @ 12" O.C., MIN, PROVIDE MASONRY 2-1/4" EDGE STEEL INSULATED IMPACT VULKEM SEALANT ON DOOR INSTALL PER PRODUCT APPROVAL RETURN OPTIONAL 6" E.E. SEE ELEVATIONS) PROVIDE 2-114" MASONRY � WINDOW UNIT DIS _IMP ANCE WATERPROOFING INSIDE & RATED OVERHEAD DOOR w/ FACE OF OPENINGS, SEE SPECS. BACK SIDE &FRONT OF BUCK EDGE DISTANCE DOOR CT RATED SLIDING INSTALL PER WOOD VENEER INSTALL PER PRODUCT APPROVAL VULKEM SEALANT ON p FOLDED OR NOTE; NOTE: BACK SIDE & FRONT IMPACT RATED FRENCH SOLDERED SILL FLASHING 1x BUCKS MAY BE USED IN LIEU OF 2x BUCKS PRODUCT USE P.T. lx4'S w/ lY2 COIL NAILS @ 8 O/C, THE " APPROVAL WD. MOULD OVER 1X6 SMOOTH 1x BUCKS MAY BE USED IN LIEU USE P.T. lx4'S w/ 1Y2" COIL NAILS F 2x BUCKS 8"IO/C, THE OF BUCK DOOR INSTALL PER PRODUCT APPROVAL SILL (SLOPED TOP) JAMB CASING/ TRIM OVERHANGS APRON +/_ 1„ WINDOW/DOOR IS THEN TAPCONNED THRU THE BUCK TO THE CONCRETE STRUCTURE PER ITS „ i CEDAR BD, OVER WINDOW/DOOR IS THEN TAPCO BUCK TO THE CONCRETE STRUCTURE NED THRU THE PER ITS Ya =1 -0" 1X PT. FURRING 1Y2'"=V-0" *CAULK AS REQUIRED 1Y2"=l'-0" *CAULK AS REQUIRED 1Yz"=V-0" RESPECTIVE NOA REQUIREMENT. RESPECTIVE NOA REQUIREMENT. MONODY WAS�EROPROOFONQ U OLODONG CLASS DOOR HEAD DDETAOL Q 8ARA012 DOOR HEAD DE7AOL � L TV FOCAL WORDDOW HEAD DE7AOL 2 TYPOC�AL FRENCH DOOR HEAD DE4AUL C� B W / " DIA. x ACCEPTABLE WATERPROOFING 2X6 P.T. BUCKW/ 1/4" DIA. xP.T. 1 2" O.C., 6" E.E. INDICATES SKIM COAT PLASTER w/ SMOOTH FINISH CASING BY INTERIOR 1- 4" EMBED. @ 12" O.C., 6" E.E. 1. THOROSEAL MIXED w/ ACRYL 60 WATERPROOFING MEMBRANE AROUND CASING BY INTERIOR PROVIDE 2A OR OWNER EDGE DISTANCE MASONRY 2X6 P.T. BUCK W/ Y4' TAPCONS W/ WASHERS 1Ya'" OR OWNER PROVIDE 2-1/4" MASONRY EDGE DISTANCE CASING BY INTERIOR 2X P.T. BUCK W/ 1/4" DIA. x OR OWNER 1-3/4" EMBED. @ 12" O.C., 6" E.E. „ PERIMETER OF ALL WINDOW OPENINGS. EXTEND 9 MIN. AROUND PERIMETER FACE ,• EMBED @ 8 O.C. MAX, 2 FROM CORNER 1X6 P.T. NAILER I PROVIDE 2-1/4" MASONRY EDGE 1X6 P.T. NAILER JAMB EXTENSION AS NEEDED DRYWALL SEE JAIS EXTENSION AS NEEDED �l 1X6 P.T. NAILER DISTANCE 2. VULKEM 35ONF R MEMBRANE, 25 WET MILS MINIMUM INSIDE OPENING & 10 WET MILS W/ AGGREGATE FOR STUCCO FINISH. EXTEND 12 MINIMUM AROUNDINTERIOR'I " DRYWALL SEE IMPACT RATED WALL SECTION SLIDING RECESS IN CONCRETE WALL SECTIONS SILL, SEE BY INTERIOR DRYWALL SEE WALL SECTIONS PERIMETER FACE. DOOR INSTALL PER O OWNER JAMB EXTENSION AS PRODUCT AP APPROVAL ° VULKEM BACK SIDE SEALANT ON & FRONT STEEL INSULATED IMPACT RATED OVERHEAD DOOR w/ WOOD VENEER INSTALL PER PRODUCT APPROVAL n IM DACT RATED WINDOW a INSTALL PER PRODUCT APPROVAL NEEDED _ IMPACT RATED FRENCH DOOR INSTALL PER PRODUCT ' OF BU i ° K p EXTEND ; a APPROVAL r EXTEND : WD. MOULD OVER 1X6 SMOOTH CEDAR BD. OVER 1X PT. FURRING VULKEM SEALANT ON WATERPFOOFING > BACK SIDE &FRONT OF BUCK VULKEM SEALANT O EXTEND BACK SIDE & FRONT WATRPRQOFING 04 WATERP OOFING° TONE ORBRICK STHRESHOLD EXTERIOR STONE SILL OF BUCK WATERPR —WATERPROOFING MEMBRANE AROUND ONE SURROUND & STONE OR BRICK Bj WATERPROOFING :.:,.PTI . •..., .r1. FACE OF OPE INSIDE & INGS, SEE OPENINGS; SEE SPECS. ONAL THRESHOLD (SEE ELERETURN VATIONS) SPECS. STUCCO w/ STONE SURROUND & LI STUCCO w/ STONE SURR SMOOTH FINISH RETURN OPTIONAL UND & STUCCO wil SMOOTH FINISH WATERPROOFING INSIDE & SMOOTH FINISH FACE OF OPENINGS, SEE FILLED CELL OR SPECS. RETURN OPTIONAL STUCCO w/ (SEE ELEVATIONS) SMOOTH FINISH (SEE ELEVATE DNS) CORNER BEAD COL., SEE WATERPROOFING INSIDE & FILLED CELL OR POURED FILLED CELL OR FACE OF OPENINGS, SEE r�q POURED COL., SEE NOTE: FILLED CELL OR STRUCT. NOTE: POURED COL., SEE STRUCT. 1x BUCKS MAYBE USED IN LIEU OF 2x BUCK POURED COL. AT F APPLICABLE, SEE ELEVATIONS 1x BUCKS MAY BE USED IN LIEU OF 2x BUCKS SPECS. STRUCT. USE P.T. 1x4'S w/ 1Y2' COIL NAILS @ 8" O/C, THE CMU WALL, SEE USE P.T. lx4'S w/ 1Y2" COIL NAILS @ 8" O/C, THE WINDOW/DOOR IS THEN TAPCONNED THRU HE STRUCT. WINDOW/DOOR IS THEN TAPCONNED THRU THE *CAULK AS REQUIRED BUCK TO THE CONCRETE STRUCTURE PER ITS 1Y2"=l'-0" *CAULK AS REQUIRED 1Y2"=l'-0" BUCK TO THE CONCRETE STRUCTURE PER ITS *CAULK AS REQUIRED 1Y2"=1'-0" *CAULK AS REQUIRED 1 ._V-0" RESPECTIVE NOA REQUIREMENT. RESPECTIVE NOA REQUIREMENT. W ^, `�EROPROO O[FOH(a SPECS � SLOOOM MASS DOOR JAH d DE7AOO= p (�AG431�1C�E DOOG� �JAG�nI o DD Elf G°QOL �{ TYPOC�AL�; WONDD OW JAM o DETAOL I� T17PU6AUa G�G�C?U�C�a DOOR dQG�C� DC�4AUC� C 1. ALL WINDOWS & EXTERIOR DOORS SHALL BE DESIGNED & INSTALLED TO WITHSTAND STONE OR STUCCO JOO No. 1702030 I APPLICABLE WIND LOADS AS REQUIRED BY FLORIDA BUILDING CODE 2017AND ANY OTHER APPLICABLE CODES. EXTENSION JAMB SLIDING GLASSIF & lX6 SMOOTH APPLICABLE (SEE ELEV'S) IMPACT RATED FRENCH DOORJAMB 2. GENERAL CONTRACTOR TO VERIFY MASONRY OPENINGS REQUIRED WITH WINDOW & DOOR SPECIFICATIONS. ALUMINUM B1-PARTING DOOR SILL RIS SLIDING GLASS DOOR (SEE MFG. SPE R 's) MOULD CEDAR BD. TILE OR EPDXY FLOOR (VERIFY w/ OWNER) VULKEM SEALANT ON DOOR INSTALL PER PRODUCT APPROVAL EXTENSION 4" (SEE DOOR SCHEDULE) *ADJUST FINIS FLOOR AS BACK SIDE &FRONT STONE OR STUCCO FRENCH DOOR &�'. IF ALUM. THRESHOLD, 3. ALL EXTERIOR WINDOW & DOOR GLAZING TO BE TINTED TO REDUCE SOLAR HEAT NECESSARY T FINISH OUT FLUSH CAST STONE OF BUCK 2X4 P.T. BUCK W/ 1/4" DIA. EXTENSION JAMB { �j GAIN IF REQUIRED BY ENERGY CALCULATIONS. ATTACHMENT PER w/ SLIDING GLASS DOOR SILL SURROUND, BEYOND x 1-3/4" EMBED. @ 12" O.C., APPLICABLE (SEE ELEV'S) INSTALL PER J MFG. SPEC's RISER I WINDOW SILL A 6, E.E. PRODUCT APPROVAL •, 4. ALL A SOLAR HEAT GAIN COEFFICIENT (SHGC) IN EXTERIOR LANAI (SEE ELEV S) s P 2-1/4" MASONRY 1X P.T. BUCK W/Y4" INDICATED THE ENERGY CALCULATIONS. FLOOR FINISH STUCCO RETRUN ( EDGE DGE DISTANCE TAPCONS 1Y2"EMBED - 5. G.C. SHALL SUBMIT ALL REQUIRED ENGINEERED SHOP DRAWINGS AND DOCUMENTED CONCRETE FLOOR SLAB I SLOPE DRIVEWAY PAVERS (VERIFY w/ OWNER) O " z° ° �Y2 t WATERPROOFING INSIDE & tiQ SILL &APRON BY INTERIOR OR OWNER @ O O.C., ERR. VULKEM TRAFFIC COATING FROM CORNERS. _ FL-WlRO5 3.3N ALL loE=s.oESlws,r�,Ereurs,,aAvswrolca�o oR WINDOW AND DOOR TESTING SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE SL PE ° FACE OF OPENINGS, SEE c� O a sENTED5YTAIsc�R MARE a 5.,A uE R ARCHITECT. xx .. Q - # :. ''' ^ SPECS. W 1L' . w Li^ STONE OR BRICK PAVERS, RISERS & FINISHED FLOOR, BY can eo E., E� �A Eo,E o Eo, rvE E ago RusE al, wcavalON wtu Tlff sxcEIED FRDJEct Nall cF sucH IDEAS, DESIGNS, A�A�GEM ,, oR PLANS SHALL M L D BY, cR 6: SEE FLOOR PLANS FOR WINDOW &DOOR LOCATIONS. °':: ° °• ^ ^ w "HRESHOLD a �' °IF ` W ° : 1X6 P.T.P T NAILER (TYP.) OWNER DlscLOSED TO ANT nF , FWq OR COPo>ORATfm FOR ANT F9RFgEE W ATWEY W[NOUT THE WRPiEN nwimim DF R ALLL STOWT, AROHrecn, PA LmT DmEe ["os ➢EEE . a ° > >° °.Ld RALL9NGE HAIL "A F7&'DE ce OVER EDA.E DirMl NE. 7. ALL WINDOWS & DOORS SHALL BE MANUFACTURED TO PROVIDE ALL JOINING _ ' e ° w - • ' ° p. e e •, t'', •� <~•. DRYWALL SEE WALL DONTR4DTOR5 °.HALL vERET a BE RESP0�1G19tE FOR ALL Deg@ 1"Ita ITILNS ON THE JM,, TPIS C 1F M THE NMFIED a MY VARIATIma � nnE DmEaslM AVD MATERIALS AND NECESSARY INSTALLATION ACCESSORIES AS REQUIRED PER WINDOW +" SECTIONS cor®I1%6%MEiT TgM DR4w ,WH DETAILSw XeMAreS EMXTeEWL IT DTOTHga a aR "° INDICATES CONCRETE SLAB STUCCO w/ %'RECESS CONCRETE A vA aEw� aim�wTMFAsw ^T""" re"ss° OR DOOR DESIGN TO MEET CODE FOR LOADS. .° . NOTED:oeon.ALL Po TSrESERVEDRA A_LFn ArawTECTs (SEE STRUCTURAL DWG's) SMOOTH FINISH SLAB TYP. wz FA 8. SEE BUILDING ELEVATIONS, DOOR &WINDOW SCHEDULES FOR HEAD HEIGHTS, POURED CONCRETE SILL ° ° a ° ° MUNTIN BARS, AND OVERALL CONFIGURATION. INDICATES STEEL INSULATED DOOR w/ WOOD VENEER SEE STRUCTURAL DWG's ( ) a 1" RECESS @ DOOR ''JY2^ 4Y2^ (SEE DOOR SCHEDULE) NOTE: THRESHOLD 9. SHOWER WINDOWS TO HAVE WINDOW TREATMENT FOR PRIVACY. CONCRETE FLOOR 1x BUCKS MAY BE USED IN LIEU F 2x BUCKS 8" 4 "'i SLAB USE P.T. lx4'S w/ 1Yz" COIL NAILS 8" O/C, THE of *CAULK AS REQUIRED 1Y2"=l'-0" * CAULK AS REQUIRED 1Y2"=V-0 WINDOW/DOOR IS THEN TAPCO CAULK AS REQUIRED * RESPECTIVE BUCK TO OA EQU REMEN NED THRU THE E PER ITS 1Y2'=1'-0" . UR ` Gv3 G a` *CAULK AS _,1vo REQUIRED `�V- Q� �'�1)i"=1' 0" G' L' EX-rEQ000 R WO nHDD OO W 8, DOOR CEHERAL MOTES a BUDONO QLA88 DOOR BOLL DE- AOL M CARACE DOOR BOLL DD E4AOL d4TPOCAL WOHDOW BOLL DET&OL ��PO�QL FRENCH DOOR BQDDLE x e" , e: �I ■ GUY GRAY SPACE SAVER WITH 4" DEEP BOX FOR METAL STUD WALL WATER HAMMER ARREST( D D HW & CW HOSE CONNEC WNACUUM BREAKERS (WATTS OR EQUAL) 1. WATER HEATER: SEE MANUFACTURER'S SPECS FOR INSTALLATION DETAILS. 2. THERMAL EXPANSION PROVISIONS REQUIRED BY USE OF THERMAL EXPANSION TANK OR APPROVED DEVICE. a) SOUND INSULATION N iF REQUIRED (VERIFY w/ OWNER) 3. COORDINATE WITH PLUMBING PLANS r WIT HEAT TRAPS 2017 FLORIDA BUILDING CODE -RESIDENTIAL 1/2" HW & CW PIPING T&P TO GROUD PER FBC 2017 P405.3.1: WITH 2" AIR GA "A WATER CLOSET, URINAL, LAVATORY OR BIDET SHALL NOTE E 2" DIA. WASTE FINISHED WALL RELIEF VALV SET CLOSER THAN 15 INCHES FROM ITS CENTER TO ANY SIDE WALL, PARTITION, VANITY OR OTHER OBSTRUCTION, OR CLOSER FINISHED FLOOR THAN 30 INCHES CENTER -TO- CENTER L BETWEEN ADJACENT 2"AIR GAP FIXTURES. THERE SHALL BE NOT LESS THAN A 21-INCH CLEARANCE IN FRONT OF THE WATER, CLOSET, URINAL, LAVA ORYI OR BIDET TO ANY WALL, FIXTURE OR DOOR." 1 NOT TO SCALE 3/8„=1,0„ Il ll tr'��1n1L5 L�VU("/lI � �M �Q�C`�UR CLEARANCE P 20 ga. METAL O.C. MAX. OR DRYWALL GRI (SUSPENDED STRUCTURE4 C.M.U. WALL - REFER T 1 PROVIDE TEST TEE CD �.. J BEAD DRAWING FOR WITH SCREWED COUNTER- COLUMN OR PARTITION SUNK ASS PLASTIC PLUG AS SHOWN ON FLOOR PLAN DETAILS. TAPERED -THREAD WITH CLEANOUT FACE SHALL VERTICAL WALL PAN TFE JOINT COMPOUND. BE WITHIN 4" OF WALL FLASHING NAILED TO SURFACE PROVIDE WHERE CLEANOUT PIPE EXTENSION IF REQUIRED. WALL WITH 30°, 1" S CONCEALED IN ATEE RETURN.. V. CHASE OR PARTITION, IN Z 5I8"STUC O PROVIDE A ROUND 18 GAUGE STAINLESS STEEL Z COVER WITH BEVELED EDGES AND FLATHEAD � � MACHINE SCREW. ' I a a a EXTEND ELASTOF EX CONCRETE FLOOR SAP UP WALL SLAB BEHIND COUNTER -FLASHING MIN. 4". NOTE: PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS, 1 1'/2"=V-0" ;NOT TO SCALE ROOF A o UMIN0 CMU WALL � 4 �Mn GLLL C�ii�EAN OUT DD LE7ML � �I C�EMNO DIETA0L a0 16" MAXLU z LU Z 0 � a JT WATER COLD WAT JPPLY SUPPLY FRAMING R **SEE � � 5/8" DRYWALL EA. SIDE NOTE** WATTS BRVT PROVIDE LEVEL 5 FINISH ON ALL EXPOSED PRESSURE INTERIOR PAINTED DRYWALL SURFACES S RELIEF VALVE METAL FRAMING (25ga) @ 16" O.C. t- MAX. PRESSURE SOUND INSULATION, IF REQUIRED RELIEF DRAIN HOT WATER (VERIFYw/OWNER) WITH 2" AIR GAP RETURN "(if METAL SILL CHANNEL OVER PLATE — recirc) CHECK VALVE W.H. NOTE: **USE WATER RESISTENT GREEN BD, FOR ALL PAINTED, NON -TILED WALLS NOT IN S.O.V. DIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, OR CEMENT BACKER BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH AS SHOWERS & TUB SURROUNDS** NOT TO SCALE 1 1 /2"=1'-0" G3 GREATER DETAG L s TYMC�AL O[�I�ER OR PAR797�0N WALL QNOO K- EAG�3p�n}M 4 @ 16" AMRSTRONG 5/8" STUCCO FINISH D SYSTEM (VERIFY FINISH & COLOR) FROM a O.C. MAX.) a CD INTERIOR ° ° CMU OR CAST IN ° ° PLACE WALL d ° c a ° ° a. a ° _. ° a µ P.T.2x4 x 8" LONG w/ a° ° CONCRETE q ° (2)Y4' x 3" TAPCONS FASTENERES AS 4 TO CONCRETE a REQUIRED P.T. 2x4 STRONG BACK BRACE @ 48" O/C MAX ° 48' max P.T. 2x4 STRONGBACK P.T. 2x4 @ PERIM. w/ °°° a q ° a @ 48" O/C MAX r/4" x 1 %4" EMBED TAPCONS @ 16" O/C ° e. d O ° SIDE F 5/8" DRYWALL (USE MOLD RESISTANT LU ¢ EXTERIOR e DRYWALL ON ALL EXTERIOR PERIMETER w a ® WALLS), FURRING & INSULATION PER C9 SIDE TYPICAL WALL SECTIONS Z O � ° 0 LU ° LU U I.L. CMU WALL OR CAST IN PLACE CONCRETE (SEE STRUCTURAL DWG's) 5/ " GYP. BD. FASTENED 6" O. .@ PERIMETER & 8" O.C. B LANCE NOTE: **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 1 1/2"=1'-0" AS SHOWERS & TUB SURROUNDS"* 1 1/2"=1'-0" JOIST TRACK INTERIOR SPACE (UNFINISHED) CMU WALL OR CAST IN INTERIOR PLACE CONCRETE (SEE STRUCTURAL SPACE DWG's) (FINISHED) 5/8" DRYWALL ON MIN. 7/8" FURRING CHANNELS @ 16" O.C. MAX ° CLIP ANGLE, NO LESS THAN METAL METAL JOIST ° JOIST DEPTH MINUS 1/2" (ATTACH CLIP PT 2x4 S @ 24" O/C\—lx 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 BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH AS 1-1l2" = 1'-0" PROVIDE SOLID BLOCKING & BRIDGING AS REQUIRED 1 1/2"=1'-0" SHOWERS &TUB SURROUNDS** 1 1/2"=1'-Q" E tE �0oG�3 DROPPED MUM DC�A�L �10 MUM�JURT ATTAC HEMC�NT DDETML 6E�r'�VHCAL`li EMOR CMU WALL VENT W! PERFORATED CAP ROOF TRUSSES @ 24" O/C z '.. C.O. PLUG 3'. ABOVE TOP OF PRIMARY 0 W d' d '.. L, (SCREWED) DRAIN PAN A.H.U. O Q of 1) I LU PREFAB ATTIC ACCESS W j ree SCUTTLE FRAME ATTACH t UNION PER MANUF. SPEC'wZ EXTERIOR FINISH (SEE ELEVATIONS) U WALL OR CAST IN PLACE NCRETE :E STRUCTURAL DWG's) (LL INSULATION :E TYPICAL WALL SECTIONS) CONNECTIo v a M FURRING & GYPSUM BOARD TSP-1 o LU m. PER TYPICAL WALL SECTIONS ELBOW c,OHDENSAM [P-T 3Ap IOEUi L M Z_ 0 5/8" GYP. BD. FINISH / (SEE WALL TYPE FLOOR PLAN (S E&F ) S TSP+T' M (a' MIN.) ETAL STUD FRAMING A SLOPE DRAIN LINE TO CONDENSATE `� y (SEE WALL TYPE & FLOOR PLANS) RECEPTOR (MIN. 1/8 PER FOOT) GYP. BD. FINISH B DRAIN LINE SHALL BE COPPER PRE-MANUF SCUTTLE DOOR OR (SEE WALL TYPE& TYPE 'L 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 & FLGLOS) DECORATIVE TRIM IS PART G OF SCUTTLE FRAME CEILING NOT TO SCALE NOT TO SCALE VG� !`Gn'(1 �12`_=1''0" V g rMC�AL ATM ACCESS DIE7ML 07UB WALL TO CONCRETE WALL DEU�o FILE COP a } iBANKIMESS ''FVVV-� aim zlow I willn Job No. 1702030 F'L 05 FIRM-AAOO.3379 A1.L IDEAS, MI AF PAW.EYIEM , I FLANS NDlcai¢D DR ra:FrESENrED sr rule Dsaua� ARE a�D sr, i n� PFLPERIr CR nl19 GFICE.1CrdA1ED, EWILVED, , DEVELOPED FGR ESE Qy , IN COWEDiIGM1JiH 1VE 6FEDIFIED pRDJEDi. NME CF IDEAS, DESICTO ARRW1'aEOK F , Cc SHALL BE EKED BT. DISCLOSED i0 AAY PERT FI,01, OR MNftAml ft OR NP' PJRW:k LLNAtSDE4ER URiNDIIr iFE WPoREN PEPoII�IGN LF R4 E1ALL E 6tOFT, AFLAAECi6, PA uR1riEN DRE M4 DN n#6E DRNAAFDR 0E505 MWiDFb SHALL RW.4 BRGME . FDR ALL DIMEN610N6 , carmina+s a+rue.areD�rpinll�s scFFICE rll�r eE C�DN�pInG�S d�YNVNrBY"' r�1eP Dt�"rm sL � °ADF�o, o�amnR src ATM O aI W FA ELECTRICAL LEGEND PHONE JACK ELECTRIC METER WF WALL MOUNTED FIXTURE DOUBLE CAT 5e CABLE 0 ELECTRIC PANEL DISCONNECT CF CEILING MOUNTED FIXTURE VIDEO OUTLET ev CENTRAL VAC. HOSE OUTLET ® 220 VOLT RECEPTACLE WJ WALL MOUNTED J-BOX O EXHAUSTFAN -�} SINGLE OUTLET I. O SMOKE DETECTOR QI: DUPLEX OUTLET CJ CEILING MOUNTED J-BOX i O THERMOSTAT >� DUPLEX OUTLET -(HALF SWITCHED L ST SPRINKLER TIMER ..qq GF yy G.F.C.I. PROTECTED OUTLET -(PC"- PULL CORD FIXTURE lO INTERCOM WPGF +pp y WEATHER PROOF GFCI OUTLET ® DUPLEX FLOOR OUTLET 6666�aaa RECESSED ADJUSTABLE FIXTURE kp KEYPAD -b9- WALL SWITCH ® RECESSED LIGHT FIXTURE JJJ��JJJ MOTION DETECTOR -69-3 3-WAY WALL SWITCH VP13 VAPOR PROOF RECESSED FIXTURE e»-4 4-WAY WALL SWITCH FLOURESCENT LIGHT FIXTURE t4D DIMMER WALL SWITCH CEILING FAN +9-PB PUSH BUTTON SWITCH FLOOD/SECURITY LIGHTS ,-♦ UNDER CABINET FIXTURE ELECTRICAL RISER DIAGRAM ELECTRICAL METER & MAIN DISCONNECT A= 150AMP 150A 150A O PANEL PANEL BD B A METER 950PJ,�p 40 CKTS 40 CKTS M.L.O. A.I.C.M.L.O. .I.C. A.I.C. 10,000 10,000 (2) #6, 1 #6 NEUTRAL, (1) #10 GND IN 1" C. UNDERGROUND TO FP&L TIE-IN LOCATION POOL PANE 60 AMP M.L.O. (3) #2L0 CU &(1)#6 (1) #2 CU TO 5/8" GROUNDING OD IN 2" C. & TO FOOTER STEAL (1) #2 CU. GND. WIRE TO H2 PNL AMPS VOLTAGE CKTS WIRE PHASE A 150 120/240 42 a 1 CIR# WIRE POLE AMPS SERVING KIN I CIR# WIRE POLAIAMPS1 SERVING KW 8 2 40 AHU 2A 5.0 6 2 50 ACCU 2A - 3 4 8 2 40 ACCU I - 8 2 40 AHU 1A - 5.0 8 9 8 2 40 AHU 2B 5.0 S 2 40 ACCU 2B - 72 13 10 2 30 DRYER 4.5 14 12 1 20 GARAGE DR OPENERS 1.5 15 16 12 1 20 BATH GFTS #1 1.5 17 12 1 20 SMALL APPLIANCE #1 1.5 18 . 12 1 20 CLUB ROOM REF 1.2 19 12 1 20 CLUB ROOM WINE 1.2 20 12 1 20 1 LOUNGE REF 1.2 21 12 1 20 CLUB ROOM M ICE 1.2 22 12 1 20 GYM REF 1.2 23 12 1 20 COOKTOP HOOD 1.5 24 14 1 15 GEN'L LIGHTING 25 14 1 15 GEN'L LIGHTING '" 26 14 1 15 GEN'L LIGHTING 27 14 1 15 GEN'L LIGHTING 28 14 1 15 GEN'L LIGHTING ' 29 14 1 15 GEN'L LIC HTING, "• 30 14 1 15 GEN'L LIGHTING 31 14 1 15 GEN'L LIC HTING. •• 32 14 1 15 GEN'L LIGHTING '* 33 14 1 15 GEN'L LIC HTING ** 34 14 1 15 GEN'L LIGHTING 35 14 1 15 GEN'L LIC HTING 36 14 1 15 GEN'L LIGHTING " 37 14 1 15 GEN'L LIC HTINGI,. 38 SPACE 39 SPACE 1 40 41 42 GEN. UTING (3,578 SF @ 3W/SF) 10.8 PANEL'A' LOAD CALCULATIONS PANEL A TOTAL KW = 42.3 1st 10.0 KIN @100% 10.0 LARGEST OF: HEATING @ 65% 9.8 26,800 W. COOLING @ 100% 240 V. = 111.7 Amps REMAINING KW @ 40% 7.0 TOTAL. KIN 26.8 PNL AMPS VOLTAGE CKTS WIRE PHASE B 150 1201240 42 3 1 CIR# WIRE POLE AMPS SERVING KW CIR# WIRE POLE AMPS SERVING KW 6 2 60 AHU 3A 10.0 2 10 2. 30 ELEVATOR 10 3 6 2 60 ACCU 3B - 6 12 2 20 DW & DISP #1 2.2 12 2 20 OW #2 2.2 10 2 30 STACK WAIDR 4.5 8 12 13 12 1 20 COOKTOP IGNITER 0.5 14 12 1 20 WASHER 1.2 15 12 1 20 W/H IGNITER 0.5 16 12 1 20 KIT REF 1 1.5 17 12 1 1 20 RECIRCULATING PUMP 1.2 18. 12 1 20 KIT REF 2 1.5 19 6 2 50 OVENS 5.4 20 12 1 20 KIT WINE 1.5 21 22 ,12 1 20 CEN VAC 1.5 23 1 12 1 20 BATH GFI'S #2 1.5 24 12 1 20 SMALL APPLIANCE #2 1.6 25 14 1 15 GEN'L LIGHTING `" 26 14 1 15 GEN'L LIGHTING 27 14 1 1 15 GEN'L LIGHTING `" 28 1 14 1 1 15 GEN'L LIGHTING 29 , 14 1 15 GEN'L LIGHTING 30 14 1 . 15 GEN'L LIGHTING. 31 14 1 15 GEN'L LIGHTING 32 14 1 15 GEN'L LIGHTING •• 33 14 1 15 GEN'L LIGHTING 34 14 1 15 GEN'L LIGHTING " 35 14 1 15 GEN'L LIGHTING " 36 14 1 15 GEN'L LIGHTING 37 14 1 15 GEN'L LIGHTING 38 14 1 15 GEN'L LIGHTING 39 SPACE 40 SPACE. 41 42 "GEN. L'TtNG (3,579 SF @ 3WISF) 10.8 PANEL'B' LOAD CALCULATIONS PANEL B TOTAL KW = 50.5 1st 10.0 KW @ 100% 10.0 LARGEST OF: HEATING @ 65% 6.5 28,700 W. COOLING @ 100% = 119.E Amps 240 V. p REMAINING KW 0 40% 12.2 TOTAL KW 28.7 ELECTRICAL NOTES GE NERAL: FIXTURES: 1) ONTRACTOR SHALL VERIFY THE LOCATION OF SERVICE AND SHALL 1) PROVIDE GREEN WIRE GROUND TO ALL EXTERIOR FIXTURES AND "J" LC CATE THE METER & PANELS AS REQUIRED. BOXES. 2) LL WIRE SHALL BE THHN COPPER, UNLESS NOTED OTHERWISE. 2) ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED 3) MHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER AND AS SELECTED BY OWNER. CC NDUCTORS SHALL BE COPPER OF EQUAL AMPACITY. 3) ALL LIGHTING FIXTURES AND FANS TO BE SELECTED & LOCATED BY 4) kLL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE. OWNERIARCHITECT/INTERIOR DESIGNER, UNLESS OTHERWISE NOTED. 5) OORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO 4) ARCHITECT TO SET MOUNTING HEIGHTS FOR ALL FIXTURES WHERE CC NSTRUCTION. APPLICABLE, UNLESS OTHERWISE NOTED. 6) ROMEX MAY BE USED WHERE CONDUIT IS NOT REQUIRED. 5) FLUORESCENT CLOSET LIGHT FIXTURES SHALL HAVE A MINIMUM 7) 3X CABLE MAY BE USED IN LIEU OF RIGID CONDUIT. CLEARANCE OF 6" AWAY FROM CLOTHING. 8) VERIFYALL CONDUCTORS AND BREAKERS WITH EQUIPMENT 6) PREWIRE FOR GARAGE DOOR OPENER SENSOR. UFACTURER SPECIFICATIONS. 7) HIHATS TO BE 4" ROUND 9) IROVIDE DISCONNECT SWITCHES OF SIZE AS REQUIRED BY LOADS. OUTLETS: 10 PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. 1) ALL COUNTERTOP RECEPTACLES SHALL BE GFCI OUTLETS. AN D AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER 2) PROVIDE GFCI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR UFACTURER RECOMMENDATIONS. OUTLETS AS SHOWN ON PLANS. 11 PROVIDE DISCONNECTS FOR POOL PUMP PER N.E.C. 680. POOL 3) ALL 125 VOLT 15 AND 20 AMP RECEPTACLES TO BE TAMPER RESISTANT CONTRACTOR SHALL PROVIDE ELECTRICAL CONTRACTOR WITH ALL LOADS 4) PROVIDE PRE -WIRED TELEPHONE & CABLE T.V. OUTLETS AS SHOWN ON PF IOR TO INSTALLATION. ELECTRICAL CONTRACTOR TO MAKE ALL PLAN. PROVIDE OPTIONAL PRE -WIRED HIGHSPEED DATA OUTLETS AS SHOW CC NNECTIONSPER POOL COMPANY DRAWINGS. VERIFY LOCATION OF ALL ON PLANS. (IF APPLICABLE) PC OVSPA EQUUPMENT. 5) FOR FLOOR RECEPTACLES,. PROVIDE A COVER PLATE AND FLUSH WITH 12 ALL 120 VOLT 15 AND 20 AMP CIRCUITS THAT SERVE KITCHENS, FAMILY FLOOR. VERIFY EXACT LOCATION WITH GC/OWNER. PROVIDE 1/2" CONDUIT RC DIMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, UNDER SLAB FROM WALL. BEDROOMS, SUNROOMS, REC ROOMS, CLOSETS, HALLWAYS, LAUNDRY OR SMOKE DETECTORS: Sit ILIAR,ROOMS TO BE ARC FAULT CIRCUIT PROTECTED PER FBCR E3902.16. 1) ALL SMOKE DETECTORS TO HAVE BATTERY BACK UP AND SIGNAL 13 WIRES SMALLER THAN #6 SHALL HAVE THHN INSULATION, #6 & LARGER SIMULTANEOUSLY W/ TEMPORAL SOUND. S ALL HAVE THWN INSULATION. 2) SMOKE DETECTORS TO BE LOCATED MIN T-0" FROM: R/A & SUPPLY GRILLS, KITCHENS, BATH ROOMS. 3) SMOKE DETECTORS TO BE COMBINATION TYPE CARBON MONOXIDE ALARIV & SMOKE DETECTOR, ELEVATOR NOTES: 1. ELEVATOR SHALL MEET NEC 620 22-23; VERIFY LOCATION AND ELECTRICAL REQUIREMENTS OF ELEVATOR EQUIPMENT WITH MFG SPECS PRIOR TO CONSTRUCTION. 2. IF THERE IS AN ELEVATOR PIT LOCATED BELOW, PROVIDE WITH FLOAT SWITCH SENSOR; LIGHT FIXTURE SHALL NOT BE INSTALLED IN ELEVATOR PIT. 3. PROVIDE A LIGHTING FIXTURE WITH RECEPTACLE OUTLET, CONTROLLED BY A SWITCH LOCATED AT THE PASSAGEWAY OPENING PER FMC 306.3.1. PNL AMPS VOLTAGE CKTB WIRE PHASE P(POOL) 60 120/240 12 3 1 CIR# WIRE POLE AMPSI SERVING KW CIR# WIRE I POLE AMPSI SERVING KW 1 8 2 40 POOL PUMP 1.5 2 12 1 20 LIGHTS 0.8 3 4 12 1 20 _POOL 1 POOL HEATER IGNITER 0.5 5 SPACE 6 12 1 20 POOLCONTROLLER 0.6 7 - 8 SPACE- 9 10 11 12 PANEL 'P' LOAD CALCULATIONS 1st 10.0 KW@100% 3.3 LARGEST OF: 0.0 HEATING @ 65%(6.5 KW) COOLING@ 100% (KW) REMAINING KW @ 40% TOTAL KW 3.3 PANEL P TOTAL KW = 3.3 3,300 W. 240 V. = 13.8 Amps 0) TM O L,NA t� V REVISIONS BY DATE 0 Permit set GS 4.15.2019 W U Ir 1��I A� CA 1� T O xI AON A O 1^l 1 1 i ,. Ian T. Esseq 8 I 7 h st ty 1 x, 64 �2R1 I r KI f d age{. f>ta ^w` z I q( OEM „ry1 job I' i IO203=0 �., ' 3 T%N v� FL-WIH05 - 3379 ALL IpEAS, DESY3t4iI5D Y,EM AJ IFIR'14Y, ICATED OR RL TA16 tED BTMDRALL ARELklBX L PROPERTY aF tHl9 Ca E AM W CREATED. E�roLVED, cir. '<D rOR LLSE ON, IN COSEGTION WITH THE SFECEED FiYlEGT. a 5JGa . IDEAS, pE8VO ArR.011CoE"E1ETQ OR FLMiS SHALLBEUEEDeY, OR BE KIRP ED ro 0E E£RSLN,UT TtE, ttei AnLN TOR ANY PJR0o L STSCEVERwttHct THE IR"EFv?TW1CNLF R ESTL AFYAII2CtS, PA T4VF N DRNLMGS SHALL "YE PRECEDENCE OVER SCALE DIMENSIONS. 11JNTRAGTOR!SHALLON5ON aeERESFY.4IS Ia ALL DIMENSIONS t CQmR AT1 THE Joe, 4 1HI5 ae MJSL BE NOT OF NdY vAF1ATICW FROM THE DR$N AND I M7 COED TWGILE 6Y THESEsMfl R TSHOP DeM OF ADEdW1E 5IFF Myer eES 45UN TOTHIS "ON NOR APPROVAL BEFCf� PROCEEDAii W1H FABRICL ST ON ITEMS NOSED. ®30EI. ALL RIe1R9 RE5ERYED RMIDALL STO.Tt ARCHIiEC1a5� EXTERIOR LIGHTING FIXTURE SCHEDULE z QUANTITY -LOCATION -DRAWING SHEET# o (LANDWARD=LW, BEACHSIDE = BS N SHORE -PERPENDICULAR = SP) MOUNTING Q V D FLR 11 FLR 2 FLR TOTAL SYMB L FIXTURE NAME & NUMBER BULB WATT & TYPE MOUNTING HEIGHT a L1 HALO H36LVTAT-3011-TBZBB S-LW-E201 12-BS-E202 2-LW-E203 21 5w AMBER LED MR16 CEILING @ CEILING Y 2-LW-E202 L2 SeaGull 8313901EN-10 WALL SCONCE 2-SP-E20t 1-BS-E202 - 4 9w AMBER LED A19 WALL 6'-6" Y 1-SP-E202 L3 SAGA STEP LIGHT (HORIZ LOUVER) _ 3-SP-E202 - 3 (4) 1w AMBER LED PER FIXTURE. WALL +.12" abv steps Y SG-R-I LED-HDL-AML L5 MINKA WESTGATE 20" 4-LW-E201 - _ 4 (2) 35w GU 10 WALL +-6-5" Y L7 KICHLER 11251 WALL SCONCE - 3-LW-E202 - 3 1 Ow LED WALL V-6" Y L8 PENTAIR INTELLIBRITE 5G - 4-BS-E202 - 4 INTELLIBRITE LED 26W -TURTLE POOL WALL BELOW WATE Y EDITION LINE 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 LG n LL a Ho F 3 �- 00 L5 - - F u. I \ Ll I II L1 \ e 1 LI 5 NRD j'12'x12" DR ONAL,. \ \ 10x8 8k6 / SUPLY AIR GRILL WALL \ LOWER LS ,}� 3 - p 3 LOBBY BBY' )�[`1D 1 TO CHANDELIERK I a _- - I LLLiii AT UPPER FLOOR / r itiia TIi�' f - L1� r --- `1p WPG �FLO SWf - - - - - / L5 --- t- - - II f — I III ELEVATOR I Ilk S4f Rt3F 4 } --� NOTE: FT ELECTRIC, MECHANICAL, & PLUMBING SYSTEM COMPONENTS AT THIS LEVEL ARE NOT TO BE MOUNTED ON OR PENETRATE THROUGH WALLS THAT ARE DESIGNED TO BREAK AWAY UNDER FLOOD LOADS ELECTRICAL LEGEND EL =CTRIC METER -{WFr WALL MOUNTED FIXTURE PHONE JACK 7 © DOUBLE CAT 5e CABLE 0 EL ECTRIC PANEL DI CONNECT CF CEILING MOUNTED FIXTURE VIDEO OUTLET O CENTRAL VAC. HOSE OUTLET ® 22 VOLT RECEPTACLE WJ WALL MOUNTED J-BOX O EXHAUST FAN Si GLE OUTLET DL PLEX OUTLET O SMOKE DETECTOR "@^ CJ CEILING MOUNTED J-BOX 7 O THERMOSTAT DL PLEX OUTLET - HALF SWITCHED L ST SPRINKLERTIMER qq GF 4)c G..GI. PROTECTED OUTLET -4PC`- PULL CORD FIXTURE O INTERCOM WPGF W THER PROOF GFCI OUTLET ® DL PLEX FLOOR OUTLET YYY RECESSED ADJUSTABLE FIXTURE kp KEYPAD _6+ WALLSWITCH ® RECESSED LIGHT FIXTURE �TTJJJ MOTION DETECTOR -69-3 3-WAY WALL SWITCH VP ® VAPOR PROOF RECESSED FIXTURE -69-4 4-WAY WALL SWITCH / ® FLOURESCENT LIGHT FIXTURE -&9-D DI MER WALL SWITCH CEILING FAN -69-PB PUSH BUTTON SWITCH FLOOD/SECURITY LIGHTS '-----� UNDER CABINET FIXTURE WALLLOUVER SWITCH 7 1-7-1 1 I I I I I I I I I I I I I I I I D I I I I ,Id:z I I I I I I -- -- '-----' 4-400 CFM FAN NARED \ BY BY GARAGE n ovumo D AHU 1 He w/ SWITCH ELEV EQUII NON -BREAKAWAY STRUCTURAL CONCRETE COLUMN TYP. (SEE STRUCTURAL PLANS) GARAGE LEVEL EXTERIOR LIGHTING PLAN SCALE: 3116" = 1'-0" a Y G QEli �1 oN"lil mm " ' yg "¢�44. 1-4 e W k ifr LIT Avow mmommumm now Job No. 17112C ',77" FL-OOLU05 379 DPENSm i CONDITIONS ON TEJOB, 4 Nis OR MT BE NOTFED 6 ANY VAWATON6 f i41E DI�ION6 AND. CLNpM1 6 SHOU1 BT TESE g3auW SHOP DETAIU6 M ADEWAi SCALE TLIST BE SJ&1 WTO TNIS L1 a( APFf AL WORN PROOEEDINL llR FABRICATION M IT" W NOTED. OW111, ALL RIfiHTS TgSERIeD RA` kL STC ARCNfiELTB PA GIL� QUANTITY -LOCATION -DRAWING SHEET#UjLl (LANDWARD=LW, BEACHSIDE = BS m o SHORE -PERPENDICULAR = SP) MOUNTING vl> SYMBOL FIXTURE NAME & NUMBER BULB WATT & TYPE MOUNTING HEIGHT o a I FLR 11 FLR 2 FLR - TOTAL L1 HALO 1 136LVTAT-3011-TBZBB I 5-LW-E201 12-BS-E20 2-LW-E202 2-LW-E203 21 5w AMBER LED MR16 CEILING @ CEILING Y L2 SeaGu 18313001 EN-10 WALL SCONCE: 1-BS-E202 9w AMBER LED A19 WALL 6-6" Y 2SP-E201 1SP-E202 - 4 L3 SAGA 3TEP LIGHT (HORIZ LOUVER) - 3SP-E202 - 3 (4)1wAMBER LED PER FIXTURE WALL +-12" abv steps Y SG-R- LED-HDL-AML L5 MINKA WESTGATE20". (2).35w GU 10 WALL +-6'-5" 4-1W-E201 - - 4 Y L7 KICHL R 11251 WALL SCONCE 10w LED WALL V-6" Y - 3-LW-E202 - 3 L8 PENTA IR INTIELLIBRITE 5G INTELLIBRITE LED 26W -TURTLE POOL WALL BELOW WATE Y - 4-BS-E202 - 4 EDITION LINE NOTE PER 628 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 f L7 ELECTRICAL LEGEND ELECTI LIC METER � WALL MOUNTED FIXTURE PHONEJACK ® DOUBLE CAT 5e CABLE p ELECTI ZIC PANEL ❑p DISCOI INECT CF CEILING MOUNTED FIXTURE VIDEO OUTLET O CENTRAL VAC, HOSE OUTLET ® 220 VO T RECEPTACLE WJ WALL MOUNTED J-BOX O EXHAUST FAN SINGL OUTLET O SMOKE DETECTOR DUPLE OUTLET CJ CEILING MOUNTED J-BOX T O THERMOSTAT DUPLE OUTLET -HALF SWITCHED -I- IS SPRINKLER TIMER GF G.F.C.I. PROTECTED OUTLET 4PC/- PULL CORD FIXTURE �I lO INTERCOM WPGF 49� WEATHER PROOF GFCI OUTLET ® DUPLE FLOOR OUTLET d. 6dd RECESSED ADJUSTABLE FIXTURE kp KEYPAD t4 WALL c WITCH ® RECESSED LIGHT FIXTURE MOTION DETECTOR -6,'r3 SWAY NALL SWITCH VP ® VAPOR PROOF RECESSED FIXTURE -bl)-4 4-WAY NALL SWITCH / ® FLOURESCENT LIGHT FIXTURE ifi-D DIMME WALL SWITCH CEILING FAN t»PB PUSH E LITTON SWITCH FLOOD/SECURITY LIGHTS / UNDER CABINET FIXTURE 1ST FLOOR EXTERIOR LIGHTING PLAN SCALE: 3/16" = 1'-0" f®� G� O N RAJ` GG�PG �N� JooE�C'�E Gc' ! 5� cr( FILE , P4 0 e� u s I ti c� o.4P£RD��4F4 .: M P, MMKONSAMM ANNE Y� �ye H S , �r Job No. 1702030 r r. F ,-O01110S FIRM-AA003379 ALL II DESKS, ATR4 ETE M, T FLANS MDICATED OR REHgSENiED BT rids DRNPPYs AFE C¢tED BY, 4 nEPROFERTY 0=T4I6 ORCE.4S CWATEP, EVOLVED, l)MCFED FOR USE ON, TIN GQlEO m UN THE SFEOPIED F .. NONE C SUCH VI DESKS, At�Yktt CR PLANS SHALL EE SSED Br, aR DIECLG6ED i0 ANY PEPSON,FR F9TAOR CO(iPOQ, AnLN FOR NiT RANDALE STOM,ARYHrm ,P UIFg1rE51 DIMENSCNCP RMDPIL E 6TOFi, AW]IITEDTS, PA ERfffBV DCEN61CN5 ON THESE CCNMAC SHALL AJ. FdEL 4 BE E S sOALE DIM@ISONs. CCNNSIONS RSCND ONS ON TEE fV, 4 TWE LECEALL DtrEtS ANY VMANSCN hE d TN iTHISSIONS ND BE N 17 OF ANY vAEYA Ee ML11 NG DIMENSIONS AND ADEMATSSAWN BT THESE DRAWNKTB I$DETaILs Oi ADEdAATE SCALE "AT &E111TUT rD rHICG4FK: N l APPROVAL . ALL i TS NE SE WTH FAERI_L ST CH I1Ei1S SO EC NOTED.09IX1. ALL RIGHTS YESERtED Ra`.DALL SiIXPf ARCHITECTS PA EXTERIOR LIGHTP PURE SCHEDULE z QUANTITY -LOCATION -DRAWING SHEET# (LANDWARD=LW,BEACHSIDE.=BS SHORE -PERPENDICULAR = SP) w> MOUNTING cof 0 FLR 11 FLR 2 FLR TOTAL SYMBOL FIXT RE NAME & NUMBER BULB WATT & TYPE MOUNTING HEIGHT OIL L1 HALO H36LVTAT-301 1 -TBZBB 5-LW-E201 12-BSE202 2-LW-E203 21 5w AMBER LED MR16 CEILING @ CEILING Y 2-LW-E202 L2 SeaGi ill 8313901 EN-10 WALL SCONCE 2-SP-E201 1-BS-E202 - 4 9w AMBER LED A19 WALL 6'-6". Y 1-SP-E202 L3 SAGA STET LIGHT (HORIZ LOUVER) - 3SP-E202 - 3 (4) 1w AMBER LED PER. FIXTURE WALL +-12^ abv steps Y SG-R 1LED,HDL AML L5 MINKA WESTGATE 20" (2) 35w GU 10 WALL +-6'-5- 4-LW-E201 - 4 Y L7 KICHIL ER 11251 WALL SCONCE - 3-LW-E202. - 3 10w LED WALL 6'-6- Y L8 PENT MR INTELLIBRITE 5G ` - 4-BS-E202 - 4 INTELLIBRITE LED 26W -TURTLE POOL WALL BELOW WATE Y EDITION LINE NOTE: PER 628-33.0165(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 I �I Y CF I I gELECI RIC METER 0 ELECI RIC PANEL QD DISCONNECT 220 VOLT RECEPTACLE SING OUTLET DUPL X OUTLET DUPLEX OUTLET - HALF SWITCHED .Qt, GF ty- G.F.C.. PROTECTED OUTLET WPGF 3@t WEAT AER PROOF GFCI OUTLET ® DUPLEX FLOOR OUTLET fPr WALL SWITCH -FR3 3-WAN WALL SWITCH �r4 4-WAN WALL SWITCH fA-D DIMMER WALL SWITCH -&f -PB PUSH BUTTON SWITCH MASTER ATH :�,,iT,�u�:�• le .�^ja1� io ( CF N� �� k i TOLOWER ( ( -- -- FLOOR SWITCH I I I I I 1 I I I I l I I I I. I I l I I q —I , 1. W R I ' UU ELECTRICAL LEGEND F 4— WALL MOUNTED FIXTURE CF CEILING MOUNTED FIXTURE WJ WALL MOUNTED J-BOX J 4— CEILING MOUNTED J-BOX L -4PC�`i— PULL CORD FIXTURE 1 aRECESSED ADJUSTABLE FIXTURE ® RECESSED LIGHT FIXTURE VP[3 VAPOR PROOF RECESSED FIXTURE ® FLOURESCENT LIGHT FIXTURE FLOODISECURITY LIGHTS UNDER CABINET FIXTURE AXrh r `tY r 4. ow' l NG FO iI MOUND IFY HT.) tV _ BDRN) J I II PHONEJACK ® DOUBLE CAT 5e CABLE fv VIDEO OUTLET S CENTRAL VAC. HOSE OUTLET p EXHAUST FAN O SMOKE DETECTOR TO THERMOSTAT $� SPRINKLER TIMER OI INTERCOM ® KEYPAD MOTION DETECTOR CEILING FAN 2ND FLOOR EXTERIOR LIGHTING PLAN SCALE: 3/16" = 1'-0" � P��PN'� REv CO, Go�N Go���.1C'� GG FILE cO µ I 4 mow z Job No. 1702030 lot'_ o!- _ - K00=5 FIRM-AA003379 ALL IDEAS, DE&W,, AW4<* M, 4 F4CTS MDICATED OR R-cPfESENiFD BY NO DpA ARE CLLtSD BY, 4 NZ PROPERTY CF THIS Mm 4 WIRE CREATED, EVOLVED, 4 DEVEL P P A C'I A M CC WTION UN THE EPECFIED PROTECT. N LF S IDEAS, DESK ,, ARR4WIMTy CR M" E ELOW BY, CF DIEGLGbFD Ta ANr PEraatFlRl ctx cm+cq�AnaA FOR ANr PIFPOE WN.ISCEVER uRTHE W,811EN FERYI%IQ! GF RMIDALL E 91UFT, ApLVIMMRELTE, PA LLRRiEN Dd'ffT'SICNB LN iNES DRAILRYaS SHALL HAVE f'RELEDEKE OVER SCALE DPTENSICN5, CONTRPC,64 EHALLMM1E ,I NO FOR ALL D PIED CF 4WVAfICISQl THE JOB, 4THISSM MISTS NOTIDIRI AM'vA y NESE FRO`i NEs, SLIC SI ALS f/Am I S SCALE BT THESE D11 MtDT EAOP DETAILS GF ADEC A 9G1LE MIST BE E.✓!<Sf INTO THIS TTM FLR APPROVAL BEFORE 6EOE WITH FABRKA 57 CN ITEMS SC NOIED.OMti. ALL RKArtE IffSER✓ED R4"�DN15TQi=! ARCFIItECi: PA 3 TIES 0 12" O/C '� r 6 fl VERT. CONT. BARS GRADE BEAM (REFER TO PILE LAYOUT) EXTEND REIHFORGMEdTS ION INTO GRADE BEAM T1'PIGAL 16" DIAM. AU6ER-GA5T GONGRETE PILE NT5 3e_gn 61_4n G51 — V5 SHORT WAY LONG WAYS I I� I ',,.--t-11F, �m DOUBLE PILE (DPG) 51_/ 11 51-611 2� 6*5 E ® o ++++ TOP I I ACH WAY E SOT. SINGLE PILE CAF (SPG) 51_6ll 5'-6" PILE NOTES AUGERCAST COFCFRTE PILES PILES SHALL BE POURED TO PROPER ELEVATIONS ALLOWING A MINIMUM OF 12" OF PILE STEEL TO PROJECT INTO CAPS AND GRADE BEAM. ALL PILE WOW SHALL BE DONE ACCORDANCE WITH "RECOMMENDATIONS FOR DESIGN, MANUFACTURE, AND INSTALLATION OF CONCRETE PILES" NO.'10-50 IN ACI 543R-14(80). PILES SHALL HAVE THE SPECIFIED CARRYING CAPACITY. AUGERC;AST CONCRETE PILES SHALL BE MADE WITH A CONCRETE MIX DESIGNED BY A RECOGNIZED TESTING LABORATORY TO ATTAIN A STRENGTH OF 5000 PSI IN 28 DAYS. WITH A MINIMUM 6" SLUMP. FOLLOW ACI RECOMMENDATIONS FOR SALT ENVIRONMENT, FRANG15LE F0071NG SCi�EDULE FMAP I ELEVATION AT REINFORCINGREMARKS ID. x HT. TOP OF FTC. SEE NOTE 0 305 CONT TOP/ BTM STEM WALL FTG.- FRANGIBLE F-I 36 X 12 FOOTING 5 024" O/C TRANS. SEE NOTE AT FOOTING. 51_611 51_61, 3'-111, 4'_Ill 41_grl — r� 1-- GRAF,)E BEAM SC#4EDULE MARK jn'M UID. x HT. ELEVATION AT TOP OF G5 REINFORCING 03 HOOPS (TYPE T-1) RIFtiARKS TOP I MID 15TM 6V 20 x 24 650 IT NAVD 4) % - 4) % 0 8" T.O. W2 28 x 24 650 F:T- NAVD 5) % - 5) % 0 811 T.O. _ G53 20 x 24 6-08 FT. NAVD 4) % - 4) % 0 6" T.O. G54 20 x 18 *7IDO FT. NAVD 4) % - 4) % 0 6" T.O. AT ELEV. PIT. _5-a5 _ 24 x 18 IS-= FT- NAVD 4) % - 4) ­ 0 6" T.O. AT ENTRY OEM INDICATES 16" DIAMETE FULL DEPTH OF PILE. 31_6D r R AUGERCAST PILE W/ A CAGE OF (6) 01 VERT- W/ 5 TIES 0 12'° O/C IE 30 TONS, 20'-0" 61_211 21_2 11 $1_2" 4 Gal — GE51 G151 G51;r I G51 1 I G5oL Gal G51 —G51 GE I — Gal G51 G51 G51 I I�I I L_J L_J � � I SLOPE I N I I — O'1 L 84' h7 MA.VDI T.O. SLAB 9 HPT I — I Ipl_01( _- J 41_grl pr_4D J Iq1-m1r f SPC 2'-4" — ® El ' l�2'".. I®1_4n $'-6" _ L _j I 0 I V' 28'-4" $PG v Gal Ce I �, _ I - N L J � L "_4'I IN I L p D I A A � A . A. D A N 'p20 5L,4E5�S ®• EXT I � � - (Q � I - — _ m AI u" 5/I7$ D TA.88LAB VDTDEEP ' PANEL SITE 13'-2" $'-6" $'_91, ,L6" n TI_1IDA 0 A". 25 SQ FT. TYP. TH ROUGHOUT. 4 ! p d .I. A . A. 4D. A.D .. p A C A G53 n _ r _ — —r , I J DPG I6'_4rl -I v D A 8'° REM CM FOR STAIR SUPPORT. 51_4re Sn _ 11-21; 91_ 11 3'-0" x 12" FTC. FOR I EAST WALL POOL- — D; I GB4 C C-I L _ 30 5 WORM BTM/ T • 2411 O/C. FTCs AS FRANGIBLE. AND #5 PaED YN 5' WIDE SEGMENTS LONG. FTC. STEEL AT 0 8"-4„ i sH �9 N I — 5' MAX STtl¢IPS. TIE VERT. STEEL TO FTC. _ .r L I — TOP OF FTG. 2'-0" AS READ. PER 81 LOW GRADE OR CONDITIONS, -J= 4112E I I `^ G51 G51 G51g-AS L J - c-I ® 51_411 51_grl 4r_l'I I'_611 ./ 51_4D 6'1r �'_411 g'_9" C I I � /.e I = # (0 pp ,1 41-811 31—aVll L- T 71 — — — — — — — —— J J I Gal 1351 G5l Gal G5l Gal G51— GE c I -- G51 �r I P — e 6'-4" 1 1'-4" 1 T-4D T6°-IID" b`-10" 6'-1011 b'-10" b"-1ID" b'-IID'° b°-8" 131-811 101'-2" ERMI i St/ r i 4-11-19 AGSM ENGINEERING Robed Jbftsft , DI P.E. 30dbA&idaBmkv ld 06 PILING AND GRADE BEAM PLAN * p s � FL 33483 SCALE: 1/4" =1'-0" = c ® (�1)r,2w� ��� Apl�r'� Pb19�+ � 't-� �l� ra43zos cwes+o ''Ss!ONAL E REVISIONS BY DATE W U Z W conLn A H A a w v � a (n O A rr 1 m Job No. 1702030 FL—OMOW i`ll'Nt1171'1f1MI ALLO M,DOMARkN9$A PI"10"MM 1@I1111B71® w M M N9 M8 MW W,, 1IM PIC1P9"IT amaArz./m aeMm,na1 " rmwoe t i DAIN¢pfi6flDW TIEA0RK PIC).EGi=U [PCYN Cf 011C Dt14 Mi rFWS 116, Qt PLMC UIOW IC® AW DIYAOEe9 M Mr Paeo1L H!'I, DR DDpGRMIOA Itlle MIi PWOlR YIN1ERtSlY11{IO"f ilE IR1101P®CIYIONOF AMLILL EETCiFt NIG119CIl,PAYCII@I DlBlMNl6 W 11EEE E A'!l1fNE @'BJlL DIWINfi!CWl%V VWYt ca" ACTMM4C ewuL.BiAi-1e£ #1WQ% Mill DrB81CN61 CRDACAi4 CN 11E xA; 11Hp Q:KE Mpi lE NDIt✓ID Q' AN1-vMLgKN6 ALAI IFE DlBtlkM MD fL"LITK"AG WBY W ADEOIAIE BGY.E YWi � BIlMfftED to 11N6 Q(KE IOR %*OMr=T.MUP0 ffl= MPIaNrY ALLMPICA-SDN3 R VALL TIDN ON ABtl lO N01ED. C]qt KL gNAC IEOBN4D R,YYDALL 9TtAAi AA:3NIECI" PA S-1 CRANK BM STL AT 4" STEP. HOLD 15-4 • SLAB 4" AT 1 SHOW SY R LIPS. 14" C SLAT HOLD 15-4 • 0 SLAB 4" AT 5E: SMOU.N BY NIA' LINE. ISIRV J L-1 DASHED LINE SNOIIB AFI A I ' ri4 i OF SLA5 AT EL 0'i. FOLLOUI ELEVATION ° AI. ° CHANGES CLOSELY. �I SALCONY DEOKS ARE Ar ELL-0'-4'- J s o mm �477. A 5A2 UAH 1N$1E3l= y ' • •.. '� .: 6D. Eel ro ourslr N3{ AB rIIS .� °D A, D �s A• � , I MEE �CPEN T7mm"Imm" ABOVE I' JSEE 8-5 FOR STAIR �, ,' it �= �, �"`TiR - • r - r _ r II 'l1U' j • I 5��'I I�A�IIII�IiI :I11� �r.�ssssssss:�■W■I■f� 61-all 21'-1011 �i o, EL.=0'-O' F.F. �20.0 FT NAVD I w 5I_®11 61_SIl I t C-I G^1 ki --s _ Il+j - _ . � I Illllll�lllllllllllllllilllih Malmo 0' IIIIIII�IIII1111111iIIII1HIIHINl1111111 IIIfIU111fI�IliNllll1111111111' I .=,'ndIIIIIIIIIIIIIIIII111Nllllllllllillli�,1111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIII � Ii - R: _ I li0 �_ L n1111111111111111111111111111111111111NIIIIRIA'lllllllllllll1111111NI111111111111111111111111111 11 3 o 50TTOM a T TOP qFq }2 EEC (SEE SE- M4 "Am"`SS M MID-OEPT+1 G CBREIIII If WIM FACE 5 n2� io.l-.� OF. OUf81DE FACE U_ NOM LAYER OL OUTSIDE LAYER li WOItltlXattAL v vE rl& EL0. EACH WAY 1FlR'. TEMFERATUFE z (IIII TR.ANVgRM TO MAJOR FEW01II RE INFG. MARK LEGEND 5EAMSCI 4EDULE NOTES L SCHEDULED HOOPS AND STIRRUPS SHALL 5E PLACED AT EACH END (M OF REAM OR 7WROWWOUT (TOJ BEAM AS INDICATED ON BEAM SCHEDULE. STIRRUPS SHALL BE TYPE 6-3 AND HOOFS 5HALL BE TYPE T-I TYPICAL CI BAR 51 UNLESS OTHERWISE NOTED. 2. ALL BEAM (MAR, '51) TOP BARB SHALL BE CONTINIOUS UNLESS OTNERUISE NOTED 3. ALL TIE BEAMS (MAW ITS') REINFORCINS SHALL BE CONTINUOUS THRO W TIE-13I ONLY. 4. DROP BOTTOM OF TIE BEAMS AS REQUIRED AT WINDOIU ® DOOR HEADS (28" MA)o ADD 2-45 BOTTOM IF DROP EXCEEDS V. S. TIE BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCASED 6' TO FIT BLOC, UIDRC 6, ALL ADDED LCNGITi DNAL BEAM REINFORCING SHALL EXTEND 6' MINMUM INTO SUPPORT UNLESS OTI ERUISE NOTED. 1 REFER TO GENERA- NOTES FOR NATION ON CONCRETE AND STEEL SPECRU:ATICNS. 8. CCNCRETE FOR COLUMNS 40 SEAMS SHALL HAVE 40M P01 COMPRESSIVE STRENGTH AT AT 28 DAYS UN 8UPERPLASTICIZER. EXCEPTION: FRONT DECKS) 5150M PSI w( SUPERPI-ASnCIZE'R S. ALL TIE BEAMS SHALL HAVE (4) 03 TIES EACH U14Y a 12' EE • CORNERS. ADDITIONALLY, AT EAC 4 CORER ADD (2) 60' CORNER P 1 I - 1—T- I iT I I I I I I I I °° d° < D7A' It.. °.DA 4 . D WnAD,D°D _s ° e•A1LU b A e D .°A ..p,Q. a°eEXB''..°'.es DR 5/85 4 A D A F 4 A p i °.. .D p D 16-5 n ° A °•' .p`A D • e-1r ° D D_ D $-W D. ► .e dD <. .. pd '..e e D'•D ,p' D", D.. e' .A ..D °► .p D s 5/12EX8a A• A p p. °. A 5' A °. p: M. 's ...A ' ° 'fie D a . p D ° "A'. ° D e ° (3 .. a (� D. m A' gyp' A .D. IG 1 D L-I p. d ° p :p'° ° e D pp D 'D 4A A p A d �, D Zi ► D.'.4 D A. p•- ° .e D° �s 6'. p.°',...�i s D Q7 I a'. ° ,p a...p ° D e $-� R. IIO�_FJJI D� ° °..•, b's . D D' a A' .D , P D ' •'p - D.A. ..a dD D D IB-L5 'D B'' D- n DA �•LFj ! R.. �' A D ° AO D A. T.. < �13' ?°.. 8'-9° D s > ? A. .. p. ° p n Cy �� .. 4" D D 5/125 p D ° g/p5 a ' p A- AA d - A Io JA A°A AAA AA p D D D 15-15 D A. p e.D.pDn. n ^ y A POOL BY -�' -1 SPECIALTY -� d 4" D ENGINEER °G �D ry o C-I d 5/0's (rjj LLl e e ®p V A e J �p A _ J {rT Vl f81-Jll 1 d °D.. A °4-1 TYPICAL -1 ABOVE 8'TICMU WALLS. C-I ° A I5-15 D 0 D❑ 1 L-1 FL __1 N _, L-1 ALL CMu WALLS A 7N1 LEVEL: % a 16" O! 1[ 4-1?-19 '��° ram• �-� j1'" AGSTEN ENGINEERING o . ' �,ceNs� TF� Robert Qte� XI P.E. No 43205 2ND LEVEL SLAB PLAN-::- c! ?3483 ��r 56 T • STA [ OF C(/, 1C.J \ � �gstc`om SCALE: 1/411 — —1—QS PE43205 CA8340 ;ONAL `,. ` f 1LE COPY .04 S-2 I:�:rtiiyC�7i.�p �: r•. T.O.B. EL.=13'-3" T.0.8. 3'-0" CONC. SLAB TYPICAL TIE BEAM c❑ 1-I L-I q EL.--13'-2 T. ❑ � A A13V PIERS. ',�'IIIIIIIIIIIIIIIE " " i I rimm r e► .► I I © , - 6 , % WIIIIIIIIIIIIIIIE ==STEEL M� d i v -- 0 EL.=13'-b" TA.B.__'� ELEL.-13f_3ff V EL,11f_2'� A V-411 1 T-4" I I II II II II II II = STL COL BY FL a MANUFACTUIs�R V_ STEEL BM. O ,a' N 8" Al CONC� du Aid IU 21391 11'-0" THIS SP>< ICI or-. is ® 8" O.G. W12b" HOOK INTO 28-9 0 4" X4" X 318" ANGLE TO 28-9 FOR JOIST BEARINCs is 12'-1111. 4 L L 112" DIA X 5" NELSON STUDS _ 8" O.C. TO 28-9 DESIGNED 13Y (TYP._1 STEEL BM. -(10) ID CRANK BARS nl N I I WELD fp 55 IPER TYP TO STL Elft C INTO STR THROAT PER STAII SECTI sW__ 91 n w All L- M K L-I L-I 55'-0" 28-5 EL.=13'-O" T PROP 28-9 IS f WINPOW OFW% m R f f iR ih ff R w ABOVE HEART w OF'ENIW_% Cr n ff W _I fill JAt •r .e .a °'d..rdr. •.°, 'ed '! e C- d . e. .r °. °. 28�2 A.�+�•y,��- 28 I d. ° ° A a< d SLAB. r ° .. ° i e °Q ° rEL''. 13'-�"FA MA ®A Q a ° • �7 *..$"�T:. e — ° ® e. g 8' e .A i e , S%Ga BQ r 9 j e . .. .e .d ° e 28-13 28-3 °4 Zf_$ff 19f_4" 0 9 4" _0 EL.-13'-3" T.O.B. EL.=13'-2" T.OB. .=13'-2" TA T.U.B. mf(� 1(-4 `Y `Y m N �, 4 I I I I L 20'-0" !G f_Yff '— — — — — — — — — — — — — I � I I — T7 II II II II I II II I II II I II II I II II I II II I II — — — — — — — — — — J a T oorrcm TOP 01 qqq E,C (Eff EENONG DIAGRAM 1 M MID-DEP'TN 5/I2B (OLJ IP. Of NEIDE race LVBIDE PAGE IL MVE LAYER OL OUMDE LAYER N NORIZOWAL, v VERTWAL. ES EAGN WAY nm. TEMPERATURE Z (PLACED TRANYMM TO MAJOR REPFORGRYa) RE INPG. MARK LEGEND 'v n I 4-11-19 V-4" $f-pyf AGSTEN ENGINEERING �) INC. �� N Robert E. Agsten , III P.E. 3000 Florida Boulevar# 7� 77, ,� D A �T - o Suite 206 NG At.L CMU WALLS At tHIS 31W LEi LEVEL SLAB PLt�l�! _ ,� * � Delray Beach, FL 334—t LEVEL: �5 ®24'" O/C w­( 2 z solz 1,0 SCALE: 1/4tt _ it 0 it ) A &r o' 2D}9 �i PE � st..�E�V!G )(�IIniIIa�� r ((F� `7J Z 1:4 C1 ALL P A0.1X-°YeAAM11403%Nle, f Fl.AN/ I TED M OY TN/ DIINWi AIQ 61FD D1,1 TIE PR69FIT DL1N AAIIN WINDISW IPRK FR?EOf.ND86B, IDFPI DIOIWA eRrAaeem,oRl'Lrl/fM141 BE LW OT, oR DRa.Dem m exr PFRODLRRL oRcaROPAria+rcR An RAaYlE OIfA180EYR1 W"KVf nE IMI D R8dT/0KR 6 RNDAl.L E WILL P LIR, PAW OVI SCALE PP CN TWINE DRYN"d 00 NAME VW B4N FEW SCALE FCRALL CDNRALT'4 OW1 &N I J FEAPOItl!{E FOR ALL DIPIM 1fAV VA AONh!Yq 1INW(IIIL 14EC P4Pn1D 6 AV VARAIKND FRM 11E DIttlWN S O ADDIIKNe rDMIATIN ALK DY MT W 84OF DUALS OF AW.82g036EF%Y$DNGWIRWALL ONI=9 NDI®. �II.Ill ItlfJIfE IEdfiU4D PAWALL lTORt AIGtltEGI6 Pa S-3 REVISIONS I BY I DATE 9 FR, 1' f INCH NOTES THE TRUSS LAYOUT SHOWN ON TNIS 5HEET 15 SG EMATIG IN NATURE.HOWEVT32, THE 5UPPORTI% 5LFf!5I iTRUGTURE HAS, BEEN DESIGNED w ER THE ASSUMPTION THAT THE FRAMING 5GIEME %OW WILL CLOSELY PARALLEL FINAL TRIM DE516NERS LAYOUT. THIS FRAMING SGFEAE (DIRECTION OF TRF6E5, MAJOR G.T. BEARING POINTS, ETC) CAN BE MODIFIED ONLY AFTER OBTAINING PEFMI5610N FROM TIE PRIME PR.OFE95IONAL OF RECORD WHO MU5T REVIEW PROPO'iED GRANGES AND AUTHORIZE STRUGTI & REVISIONS AGGORDIN6LY. FINAL 5I6NED AND SEALED BJ6INEERED TRU55 DESIGN MUST BE 5UBMITTED TO THNS OFFIG'. FOR REVIEW AS PER GENERAL NOTES. 7R1)55 DESIGN AND BRACING OF ROOF SYSTEM 15 DE516NED FOR BOTH P051TIVE AND NE6A'TIVE Pam. THE 5TRIXTURAL DESIGN CF BI111J)ING HAS BEEN GALGAATED FOR ALL TR455 LOADS. ALL LATERAL LOADS ARE PERFENEDICULAR TO PLATE TRU55 DE5I6PER5 MUST PHtOVIDE ALL TRUSS CONNECTIONS AS PART OF THE DESIGN. PROVIDE 2x4 BLOGKIM, OF RLI®F 5NEATHIN6 FOR A 15 FT PERIMETER AROI ND ENTIRE ROOF. NAIL WITH bd 6ALV. RING-5HANKED NAILS a 4' O/G o JOINTS AND b' 0/6 IN FIELD. NAIL PER AMERIGAN PLY14000 A550GIATION SPEGIFIGATIONS THROU6H "' GDX PLYWOOD. ALL 5HEATHI% 5/6' COX PLYWOOD. ALL SHEATHING NAILING 8d RINCrSHANKED NAILS o 4' 0/0 JOINTS AND b' O/G FIEND (PER ZONE 3/'. (GR1PSON ANCHORS) TRUSS ANCHOR aCHEDULE ((empam z-Mam o rwa omit miw CON NICTION No. op Wd �t 7. C', (TO TI0M6) UPLPr REMARKS MARK TYPE IDCNTRICATION L eM FIM'RL PARALLEL (IMS) TO WOOD 6111P. HT020 s I 0 - -0. -0- HBO b+. UArAP OVER TOP CHOR r- OSIMP. A35 CLIP i 6 - 610 be 610 be. -0- 1 s 9d NAILS, 6 PER PACE TO CON- 51171-SON WTAL20 1 14 4' 415 bs.. 1100 bs. 1610 bs. LLV NAU.(6) OVER CHORD TO WOOD 6m. HTS20 6 2 12 - -0.. -0- 2900 IyPAP OVER TOP CFK>ptp'f !3 SIMP. ASS CLIP I 6 . 610 bs. 695 be -0- bs. 6d NAILS, 6 PER PACE TO CONC. ORIP60N DETAL2d 1 0 4" 20M I 1310 bs. 24M be W/ NAIL(S) OvER CHM> c TO WOOD 6R1P. I;mo a 2 12 - ^� -0• -0- 2900 WRAPOVER TOP CAIOIE1 r- OSR1P. C 10 CONC. ADD CLIP 5"%ON WaETA24 I 1 6 10 - 4' 610 bs. 340 ba 615 be 815 bs. -0- bs. 235 bs. Od NAILS, 6 r"- PACE LLV NAILS) OVER CHORD b 8M WIAMUKTA I note IIM be. 1006 bs. no bs. SM SUPPLI96 PASTWISM d CONNECTION �. (2) 3/4• x i' MIN. ALL M^ARK TYPE 112ENTIFIt:AT10N THREAD RODS W/SFAC RI'S IAM0 GT TO 61110SON _ V CON- HGT 2 1 10980 be SEE SPECS. FOR 2 tl M fq GT OGT r0 SRIPSON _d CONC am HGT 3 1 W530 bs. SEE SPECS. FOR 3 MEMPIER GT O GT TO a c xr— HGT 4 1 9250 2». SEE SPECS. FOR 4 t' M GT OGT TO 6111106ON •'—_ caJrm 15M HD1 1 64M Ibs. SEE 6PEc6. FOR 2 MEYbER GT OGT TO BR7P0N 6 •—_— CCN- On WOO 1 13335 Ikmc. SEE SPEcb. FOR 3 PEl'IBEIF GT OGT TO 6111PSON -• —_ FOLLOW GT t0 WOOD Post i!D POST 1 2100 L06 SPEC6. USE TIMM CO. UPLIFTS O TO CON- 6111P. WGAHWKTA I note 1105 1k bs. I SM bs. SR'IP. SUPPLIER PASTENE S d 5R'IPSCN DETAL2 i b 4' 2000 1310 bs. 2400 Ibs W/ NAILS) OVER CRORD O TO CON- SIMP. Wb410 I bs. W / 260 bs r F FOLLOW HANGER BPEt:B. a ALLotFT6 mm S00 bb WiO- WE RLIIOR'A' A6 tywA- rJ NAU ARE VU x I? La* c NAISFMM86W^AASFORPJa1EDaPeTW d mmm 01' S "04- SE£ E t%m mm WIND PRESSURES (am ftn") MARK -11/43 -51 / 433 bb / .51 Fp�55/41 F❑ -60 / .41 K -bb / +4b i# -90 / .45 PERMIT SET ID ¢-Ii-ie FOB F;s�pMP� .L CMU WALLS AT THIS dy00f- G ,xe co, .vEL: AS 0 4811 O/C e, A S� -, r AO G -Ns / %Rdmt E. AgAm , III P.E. ;Uw Florida Bwlevdm ROOF F' G PLAN �` Suite M6 Elf SCALE: 1/4" =1'.0" D0�'T(561)M30 s 3483 Svjv OF =\ OAPB PE4= +A4W ///SS�ONPL `\N SPINA 1 SFHN 2 SFAN 3 CANT'L id4 1/4 1/4 1/4 St SI Sz Sa ENpTop TOP JOAR BTM. BAR B"MIN. My.. B4R . BAR END BAR IND 84R HOOPS OR STIRRUPS HOOPS OR STIRRUPS SPACED FROM SPACED FROM SUPPORT FACE SUPPORT FACE AS SCHEWLED AS S'CHfDUILD BENDING DIAGRAM (FOR CAST IN PLACE CONCRETE BEAMS) 3" PRECAST L A 13'-6" FF STL. BEAM (BY IF G 7E 2 15 Q° b COW FROM TIE OEAM 2 "S EACH. Fqq�CE� (TOTALor OF 4 MR8) I. pp ARCH MEARM Mn9aWALi .ill. FILLED CFLL. TYP. ARCHED BEAM DETAIL-CONC. SCALE, N.TA. -i" DIA. x 2" STUDS o 16" O/C - CENTER FOR JOISTS ANDSUPRANOS Ste- 6°' SLAB • i2" O/G TEMP. "o x4" STUDIO 0 I6" O/C AT ANGLE 16"xb"x-% " L W/'x4" WELDS x 2" LONG W/ On PITCH O BALCONY DETAIL AT STEEL BEAM- REAR ELEV. NTS '10) 5r x 16', THEN 4' CRANK INTO SIR THROAT. SEE 5-2, c- 12� 3/4 THRU, EIMT TYP.0 TOTAL 4" m PER TRU%) 0 0 0 0 0 0 0 0 0 0 o 0 0 0� ) CST TO STL. COL, �� SCALE: N.T.S. STAIRS/ STRUCTURE ARE DESIGNED AS CONCRETE. CUSTOM 0E8IEINED STAIRS MAY REQUIRE STR=n RAL ' MODIFICATIONS. SEE 1/6-6 FOR TYPICAL SECTION SHOWING FOR LAPS, THROAT, AND STEEL PLACEMENT LOCATIONS. 11 On MASONRY WALL BELOW LANDING -POP OPEN BLOCK FOR WEIAR AND CONC. FILL. 3" LENGTH 'Woo"" o Is■■rr■rl • o. - e o ■ ■ CF OIL an BEND BAR AND 18 n To TOT" CIF STL an VEW BAR NO. AND LENGTH A$ R50DD, FOR LAP AT CGNG. COI.. SIDE VIEW I WELDED REBAR TO STL. BEAM DETAIL- TYPICAL SCALE: N.T.S. TYPICAL CONC. BLK WALL ANCHOR "A" FOR WOOD- SEE SCH. TYPICAL ROOF CONSTRICTION (2) 2x8 LEDGER W/ 3141, TWREADEp RODS (OR "J" BOLTS") 0 16" O,C. MAX W/ 2" WASHERS EMIBEDED 5" MIN. INTO GROUT FILLED MAO. WITH DROP LEG (2) 2x8 LEDGER W/ 3/411 THREADED RODS 0 16" O,C. MAX W/ 2" WASHERS IN FJLLY GROUTED CELL STAGGER 1" OF CENTERLINE. 1 )TYPICAL TRUSS TO MAS. WALL �J NTS SEE PLANS FOR STAIR LANDING SLAB STLA. a f E, A .11 ;� III( I / 3" DECK 4" X 4" X 3/8" ANGLE W/ (S) 1/2" DIA. X 3" STUDS. WIELD ANGLE TO BM. W/ 211 LNG IT 2" LNG 111411 � �� FILLET WELDS W/ 81, PITCH. t `+ i STEEL BEAM DETAIL TO STAIR CONNECTION �/ NTS STL. BEAM BY or1 IERs qOrk Oa, ANDER CPA K BARS G .a SEE SECT, 4 ABv. (10) 65 BTM. TYP. ALL STAIR RUNS IN 8" THROAT/LANDINGS. "5 0 12" O/C TETMP. TYP. IQrOOIK OF EId L=LL TOPBAR • 16" Or, 24" MASONRY SOLED W STAIR 2- IST TO 2ND SIMULATED CEDAR SH k(E ROOF TILE PER MANIF. SPECS. a,23'-10" AFF TB 443.83 FT NAVD a �y13'-3" AFr T8 s 3325 MA T T51 -W-6" BFF ENTRY CONCRETE FLOOR SYSTEM BY OTHERS GENERAL NOTE&: 1. CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE 201Ta AND "ASCE T-T0" AND ALL APPLICABLE AMENDMENTS AS ADOPTEp BT' ST. LUCIE COUNTY. 2. BUILDER SHALL CO-ORDINATE ALL THE WORK OFALL TREES. 3, BUILDER SHALL VERIFY ALL DIMENSIONS AND CONDITICNS AT J055ITE PRIOR TO STARTING ANY WORK AND NOTIFY ENGINEER IN WRITING IMMEDIATELY OR THE BUILDER SHALL ACCEPT FUI.L RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS. DO NOT SCALE DRAWIN330. A SUBMIT MINIMUM THREE (3) COPIES OF SHOP pRAWNGS AS REQUIRED. GLOW ONE WEEK FROM DATE OF RECEIPT FOR REb7EW. 5. BUILDER IS RE$00*115LE FOR ADEQUATE BRACNG OF STRUCTURAL OR NON-STRUCTURAL MEMBERS DURING CONSTRUCTIOd. 6. REINFORCING STEEL SHALL BE LAPPED 48 BAR DTA. MIN. WHERE SPLICED AND SHALL BE WIRED TOGETHER PROVIDE GB CORNER BARS SAME SIZE AS HORIZ BEAM REINFORCING AT OUTSIDE FACE. TAP 48 BAR ABA MIN 1. STRUCTURAL WOOD AND TIMBER FRAMING SHALL U*poRM TO THE "TIMBER CONSTRUCTION MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. LUMBER SHALL BE SYP IdOT OR BETTER 8. STRUCTURAL STEEL SHALL CONFORM TO THE AISC 'SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION. MATERIALS SHALL G7NFOW TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS, SHAPES, PLATES, ANC14OR BOLTS - A 50 MACHINE BOLTS - A 325 TUBULAR - A500- GRADE B (46 KSU EXTERIOR STRUCTURAL MEMBERS ONLY SLIALL BE HOT DIPPED GALVANIZED. 9. WELDED CONSTRUCTION SHALL CONFORN7 To THE AIMERIC:ARN WELDING SOCIETY "STRICTIURA. WELDING CODE". ELECTRODES FOR FIELD AND 8140P WELDS SHALL BE AWS. A5.1 ETOXX. 10- TRUSS MANUFACTURER SHALL SUBMIT FOUR (4) C®F'IE8 OF SHOP DRAWINGS AND ENGINEERING CALCULATIONS, SW*%N:D AND SEALED BY A FLORIDA REGISTERED ENGINEER. OF THEIR ROOF 'TRUSS DESM FOR APPROVAL FOR REVIEW PRIOR To FABRICATION IT. ENGINEER ACCEPTS NO RESPONSIBILITY FOR GRADE BEAMS, SLABS, FOOTINGS, AND OTHER STRUCTURAL ELEMENTS UNTIL REVIEW OF APPROVED CONCRETE ROOF AND FLOOR SHOP DRAWINGS Sri' ED AND SEALED BY A FLORIDA REGISTERED ENGINEER 12. CONCRETE SHALL CONFORM TO ASTM C94 AND SHALL HAVE 40M PSI COMPRESSIVE STRt7,411H IN 28 DAYS. EXCEPTIOW: PILES ARE 5000 PSI, REUF MAS. 3000 PSI. COMPRESSIVE STRENGTH IN 28 DAY8. EXCEPTION: PREiS ARE 5000 PSI, REM MAS. 30M PSI, AND SOW PSI AT FRONT (WEST) IST LEVEL FLOOR. SEE.• PLANS, ACT 301. ALL CONCRETE MASONRY WOW SHALL 19E IN ACCORDANCE WITH ACI 530. REINFORCED MABNORY GROUT SHA.L BE: 30M poi. f* • BM per. 13. MINIMUM CONCRETE COVER OVER REINFORCING SHALL i9E: SLABS ON VAPOR BARRIER - 314" BEAMS AND COLUMNS 1 12" FORMED CONCRETE BELOW GRADE - 23 UNFOR ED CONCRETE bELOW GRADE - 3a W. REINFORCING STEEL: GRADE 60 (FY .&ojVW) ASTM A615, 15- PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACTS 'MANUAL OF STANDARD PRACTICE FOR DETAILIW REffiFORCED CONCRETE CONSTRUCTION" AS PUBLISHED BY THE CONCRETE RENFORCING 47M INSTITUTE UNLESS NOTED OTHERWISE. 16. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUA.. OF STANDARD PRACTICE FOR REINFORCED aNCRETE CONSTRUCTION" AS PUBLISHED BY THE CONCRETE REINFORCING S1'7 EL INSTITUTEUNLESS OTHERWISE 11. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED To SAFELY SUPPORT ALL LOADS DURING CONBTRUCTICK 18 . ALL CONCRETE SHALL HAVE SU ERPLASTICIZER ADDED FOR INCREASED WORKABILITY AND PREVENTION OF REWORCM STEEL CORROSION. EXCEPTION: 5" NON REINFORCED GARAGE SLAB. a NOTE TO :STEEL DETAILE"ABRICATop-: HOOP SITE ON GRADE BEAMS SHALL BE CALCULATED AS FOLLOWS, Ilia RECESS PLUS Ilya COVER AT TO'. 3". PLUS 3" COVER AT BOTTOM (STEEL WILL REST ON PILE) . 611. 24"G5- b" • 10" CAGE. ALL CAGES NOT SIZED ACCORDINGLY BY t/- I" WILL BE REJECTED. CONTACT THIS OFFICE 'To DISCUS% STRUCTURAL CERTIFICATION These plans have been desi ned In accordance with F$C R322.2.6 and meet all the requirements For frangible construction. 5" THK CONC. SLAB (NON -REINFORCED) W/ 1 1/2" DEEP SAUICUTS 0 V O/C. (25 SQ. FT. MAX. PANEL SIZE). T S.50 FT NAVE) :.' .. y.°:••�/a.;a:.... r; • '- GRADE 6.50 FT NAVD t""IA&ONfiz�4r' WALL NOTES: I. WALL 5E611EIM SHALL 13EE REINFORCED WITH 9 6A. GALVANIZED LATERAL REINFORCEMENT ® 16" 0/6 HORIZONTAL. EXTEND REINFORCIN6 8" INTO POURED IELEhkF AND AROUND ENGASED `fTPUAGE GEL.L5 ADJACENT TO ANY EXTERIOR WALL OPENIN6. W/ REINFORGIN6 A5 GALLED FOR. GROUT CELL FULL HEIGHT. 3. PLACE GELL5 AT ALL 4:ORNCR5. 4. ALL MA` 0MY REINFOF'•GED GELL5 SHALL SE FILLED WITH 3000 PSI GROUT MIX. 5. 5PEGIAL IN5PEGTION RE5GVIRE) FOR REINFORCED MA50NRY WORK. DESIGN EIA'rA: WIND SPEED: III?) MPH ULTIMATE (3 SEC. GUST) WIND IMPORTANCE FACTOR: IA BLDG. CATS 11 WIND EXPOSUFi!E: D INTERNAL PRESHURE COEFF: +/- 0.18 COMPONENTS AND CLADDING: SEE PLANS GRAVITY DESIGN LOADW-6 AS FOLLOWS: IST 4 2ND FLOOR DECKS PLEAD LOAD: 25 PSF LIVE LOAD: 50 PSF IST 4 2ND FLOOR AERIAL DEAD LOAD: 25 POP LIVE LOAD: 40 PSF TRUSSED 4 FRAMED ROOFS: DEAD LOAD: 25 PSF LIVE LOAD: 30 PSF d GRADE N-A M- SEE GB SCHEDULE FOR SIZE ANIp REFIT P'ER UT SET 001P `o�- ®DE G %E G GG 4_11_19 /61 G MG 16" DIAM AWERCAST PILE x/,% 1*&W E. Agsten , III P.E. s s %f p3000Flori&Bwleywd Suite 2M DETAILS AND N®TES- 0 00*" Bewh,11L 33M ,: <u (361)272,3012 TYPICAL WALL SECTION NTS ��.QI�`` �, SCALE: N.T.S. SSM tG f s oNAin, F_ CON s-s 1:1�c•�o 3" COW- FLRt BY OTHERS 20.0 FT, NAVD SLAB INSIDE HOUSE CO'r. FLR BY OT✓ M 20D FT. NAVD SLAB MIS FT. NAVD TOP OF TS M10 HOUSE TIE BEAM Bw Fr. NAVD POUR TOP COURSE OF MASONRY WITH CONCRETE STRUCTURAL BEAM ASV. S° FRANGIBLE MASOI.2Y WALL PANELS MFILL BETW EN 5° CONCRETE' C:OL'B. DO NOT TIE WALLS TO COLL MMIB/FOWDATION FLOOR SUPPORT BEAMS T5 FL NAYD 70P OF 1B IS5 FT. NAVD POOL DEK STRUCTURAL BEAM 190 FT NAVD- BOTTOM CF TB STRUCTURAL MEMBERS 51NON- 14 FiPM/ CONCRETE % VERT. a 16' O/C 51 NON-F•IEMFORCED PLAN CONCRETE 41 VERT. a ice/' O/L^ RARE U BLAB ON GRADE SY 1 DEEP B.AML'71T8 a W O/C EACH WAY (25 SGI. FT. PANELS MAXJ MI FULLY CaRWJTED CELL SLAB ON GRADE W/ I' DEEP SAWGU48 • 5' O/C EACH WAY (25 SO. FT. PANELS MAW IN FULLY TED _ O DO NOT TIE T� SGO IX TR BM ABV. POUR FIRST COME OF MASONRY 45 BAR DIAM. LAP WRH CONCIIFEET'E MITO 6' 4NDE x 7° DEEP KE'YMIAY AM NAVD Ft. B� .1 ., ....:,� `�'..'..',M1 N B.".x7h7.F44VD 4•' .1.' .. JCS `f' i EXISTIIJ�s6RAD8 VAIN B r C 18TMCs GRADE VARES ' • • > ' 7 + 6w NAVD FT. '� 630 FT. NAYTJ M1 GB• rx ��• a 'e M1 .,v.. � Y a ALL'1STEEL'SPCICEC• OR CONT ' PLLE'TNRU GD. r; , ALL STEEL SPLICED OR CO. NSr PLLE THv1J GB. 16' DIAM. AUG RICAST PILE ... . ' 16' DIAM AUG ZC ABT PILE BEYOND SEYOND T-r . S°_NONERANG181-E WALL SECTION �TTF 8®/1211 FRANG115LE WALL SECTIO N � NtS a 611 D.C. TOP • 6" O.C- - EiOT. 45 a 6" O.C. -4 YCND E.W. SOT. a2 TERACE 0-11 FROM 48" TO 42" AT DECK C:MU WALL d_05Q SCALE: NTS BARS INTO 7R SLAB I=I S EA. 1/3 POINTS ,—a 48 Q FRONT DECK CONC, RR BY OTFERB 200 Fr NAVD SLAB c, 5' NON-REMFORCED PLAIN CONCRETE SLAB ON GRADE W/ P DEEP SAWCUTB a 5' O/C EACH SLAY (25 SO. Fr. PANELS MAXJ r c , L"-B-g I 05 0 12" O.C. E11J. 50t STRUCTURAL BEAM TIED TO COLUMN ABOVE PILES COLUMN ASV. PILE SUPP ORTWx BEAM ABOVE �J.•.Y'• .�•r •ODT} IMrK�' PON I.CGLU'NrADV.cam ALL STEEL SPLICED OR CONT t 9 • BTm FROM LAWMn MT(O STAIR "..a "v I. THROAT /-Z,TYF, EXTER. STAIR SECT. w NTS OFFICE OFFICE S a 4" O.G. TOP CRANK INTO EXTERIOR SLAB ADD 6" CONC. 5ETWEEN S a rollOG. IEs-5 AND TES-2. —,Ew. 50T. lm� SCALE: NTS NTS STEEL FIROM STAIR INTO LANDING O COLUMN SCHEDJL1 MARK SIZE REIPF. TIES REMARKS G-1 8"x12" CONC. COL. 4 % VERT. 3 TIES a 8" O/C —e C-2 8"xlb" GONG. COL. b % VERT. '3 TIES • 8" O/C C-3 8"XB 1RRm CONK. COL, 7 % VERT. 3 TIES 8' O/C G_4 iSTL GG 3 X 3 V1° XU4COL,4NP " 46KSI COLU(A4 PLATES,TAV!' ANCHORS. SEE NOTES I, 2, 3. C-5 16"xlb" CONC. COL. 8 •1 VERT. 03 TIES a ON O/C C-6 10"x10" CHIC. COL. 4 % VERT. 13 TIES a 10" O/C _- C-1 8"xl4" GONG. COL 4 % VERi: 3 TIES a 8" O/C - .e C-8 12"xi3" CONK. COL. 8 % VIEW. 3 TIES a 8" O/C -- G-9 12"xl2" CONC. COL. a % VERT. 3 TIES a 100 O/C C-10 8"x20" WhIC. COL. 8 % VERT. _ 3 TIES a 8" O/C C-11 8"x36" cow. COL. 10 % vER1 _ 3 TIES • 8" O/C _ C-12 NOT USED - C-13 12"x 24' CONC. COL. 8 % VERT. 03 TIES a 10" O/C C-14 n x 8 x 14 CONC. COL. 4 % VERr. 3 TIES a 8" O/C --- C-15 NOT USED - - C-I6 8"x 24' CONC. COL 8 % VERT. 3 TIES • 8" O/C _ -- NOTE: I. 1 112" x 1 I/2" x5/8" STL BASE PLATE UY (4) 5/9" DIA V BOLTS 8" LONG (6/1) 2. STEEL COLUMNS, SHALL HAVE SOLID 80TTOM AND TOP PLATES. C.ONC. FILLED STEEL COLUMNS ARE NOT REQUIRED. CUTOUT PLATES ARE NOT ACCEPTA81-E. 3. TOP PLATES SHALL ESE i 1/28 x 11122 x 5/80 THICK UNO. x� MARK I TIE BEAM SC> 4EDULE MARK SIZE (W x H) EL Eu Na VD REWORGINC* 3 STIRRUPS / HOOPS REMARKS TOP MID sort T81 8"xl2" VAgM 245 2 415 NONE MOD. TYR TIE BEAM T82 " " YAM 345 - 3 5 NOW REGI'D. TYP. 12" TIE SEAM 18-1 12'x25" 0'-0" 440 2 5 468 HOOPS a 6' TO. 18-2 I6"x42" 0'-0' 4 % 2 5 440 HOOPS a 8"' TA 18-3 120x3am 1 -0'-39 2 5 - 3 % HOOPS a 8" T.O. 18-4 1 ION24' 0'-09 408 2 +5 4415 }{oopS a b' TO. 18-5 Ib"x42• 01- " 497 4 5 4 *8 HOOPS a 8" TA 03-6 12"x21• " 3 % 2 5 3 a1 HOoPS a 8" TD. 18-T 8"x21" -0'-3" 1 2% 2 5 2 01 HOOPS a 8" TD- IB-8 " - • 2 5 2 5 207 ST. to 94 T.O. 0-9 SIND- -0'-3" 2 % 218 ST. a 4" TO 18-10 NOT USEV 18-11 NOT USED 18-12 NOT USE 18-13 NOT U&M- 18-14 NOT UBE 18-15 I ONTO' -0'-b°° 201 - 2 01 HMJOPS • 14 T.O. 18-16 12"x24" -&-b" 1 3 % 2 +5 3 5 HOOPS a 8" TD. 18-I1 12044 ° - '- " 3 % 2 5 300 1-1120P3 a 8" T.O. 0-18 ON40 " 0-0' 2 5 415 2 01 ST. a 8" TD. 28-1 125 • W-2" 3 % 347 MOOPS a 8" TD. 28-2 12'x24" !3'-b" 3 % 2 5 3 418 koOPF6 a 8" TD. 26-3 12"x24" 3'-2" 3 % 2 5 3 a1 HOOPS a 6" T.O. 215-4 aWgm '_ " 215 4 5 2 07 ST. to 8" T.O. 28-5 12'x26° V-2" 3 % 415 3 % H070PS a ON T.O. 28-6 8"x33" 12'-8" 205 4 52 aT Si: 0 12" TO. 28-7 "x21" 1 '- " 215 - 301 ST. in 8" T.O. 28-8 8"x12" 13'-3" 2 5 - 2 % ST. a 5" TO. 28-9 8"x28° 81-0" 1 2 % 4 5 2 % ST. a 8" TD. 2840 amx3bo 13'- " 2 % 4 5 2 % ST.* Us T.O. 284 8"X310 '_2" 2 5 4 5 2% HOOPS a 6" TO. 28-12 8"x21" 13'-3" 2% 2 5 2 al ST. it 89 TO. 213-13 1 12"x2 ' I '- 315 2 5 3 1`1 HOOPS a 8" TD. 25-141 88484 I '-6" 2 % 445 2 % ST. it 8" TO. 28-15 8"x38" W-2" 2 5 2 5 2% ST. a 8" TD. RB-I 8"XI4" 23'-10' 215 - 2 5 NONE REGIV. R0-2 8"x " 23'-I " 215 - 2 % ST. a 5" TO. R5-3 12"xl4" 23'-10" 2 % - 3 % ST. a 5" T.O. RB-4 8"x14" 13'-10" 2 5 - 215 ST a 5" TD. FRB-5 affxI40 II'-2" 2 5 - 2 % ST. a 5° TO. R3-6 Ib"xl4' (-) F-2' 1 4 5 - 4 % 14ow REQ77. a ENTRY AREA L-I 60 X 8" VARIES - - is i 8" PRECAST CONC. LINTEL 2 ' 143 1 ON PRECAST CONK. LINTEL PERMIT SET 4-11-19 VkV r,r G ' ' E- A �'�/, A(36WN ENG G . �� s ? Robert E. Agsten , III P.E. DETAILS AND SCHEDULES 43 **74, 3000 Boulevard Suite 206 �7�+C ;:�o ty _ Delray Beady FL 33493 NTS 0 STATE OF (161)272 5012 % PROM CA8M F/S!ONAL I�0051