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Home My WebLink AboutBUILDING PLAN PAGE 10-24ABBREVIATIONS ABV. ABOVE H.C. HOLLOW CORE R.O. ROUGH OPENING ACOUS. ACOUSTICAL HDWD. HARDWOOD RIND. REDWOOD ADJ. ADJUSTABLE HOWE. HARDWARE R.W.L. RAIN WATER LADEI; AL. ALUMINUM HGT. HEIGHT S.C. SOLID CORE APPROX. APPROXIMATE HORIZ. HORIZONTAL SCHED. SCHEDULE BD. BOARD I.D. INSIDE DIAMETER SIT. SHEET BLDG. BUILDING INCAND. INCANDESCENT SIN. SIMILAR BLK. BLOCK INSUL. INSULATION SQ. SQUARE BOT. BOTTOM INT. INTERIOR SST. STAINLESS STEEL CAB. CABINET JT. JOINT STD. STANDARD CER CERAMIC LAM. LAMINATE STL. STEEL C.I. CASTIRON LAV. LAVATORY STOR. STORAGE CLR. CLEAR LOC. LOCATION STRUCT. STRUCTURAL COL. COLUMN MAX. MAXIMUM SUSP. SUSPENDED GONG, CONCRETE MECH. MECHANICAL SYM. SYMMETRICAL CONN. CONNECTION MET. METAL T.C. TOP OF CURB CONT. CONTINUOUS MFR. MANUFACTURER TEL. TELEPHONE CTSK. COUNTERSUNK MIN. MINIMUM T&G TONGUE AND GROOV DECOR. DECORATIVE MISC. MISCELLANEOUS THK. THICK DET. DETAIL M.O. MASONRY OPENING T.O.C. TOP OF CHIMNEY D.F. DOUGLAS FIR MTD. MOUNTED T.O.FR. TOP OF FRAMING DIA. DIAMETER MUL. MULLION T.O.L. TOP OF LEDGER DIM. DIMENSION N.I.C. NOT IN CONTRACT T.O.P. TOP OF PLATE ON. DOWN NO. NUMBER T.O.PL. TOP OF PLATE D.S. DOWNSPOUT N.T.S. NOT TO SCALE TYP. TYPICAL DWG. DRAWING O.A. OVERALL U.O.N. UNLESS OTHERWISE A. EACH OBS. OBSCURE NOTED EL. ELEVATION O.C. ON CENTER VERT. VERTICAL ELEV. ELEVATOR O.D. OUTSIDE DIAMETER VEST. VESTIBULE ELEC. ELECTRICAL OFF. OFFICE V.G.D.F. VERTICAL GRAIN EQ. EQUAL OPNG. OPENING W/ WITH EXR EXHAUST OPP. OPPOSITE W/O WITHOUT EXP. EXPANSION PL. PLATE W.C. WATERCLOSET EXT. EXTERIOR PLAS. PLASTER WD. WOOD EXIST. EXISTING PLYWD, PLYWOOD WOW. WINDOW F.F. FINISH FLOOR PR. PAIR W.H. WATERHATER FLASH. FLASHING PRCST. PRECAST WSCT. WAINSCOT FLUOR. FLUORESCENT P.T. PRESSURETREATED WT. WEIGHT FT. FOOT/FEET PTN. PARTITION SYMB. SYMBOLS FTG. FOOTING Q.T. QUARRY TILE AND GA. GAUGE RAD. RADIUS ANGLE GALV. GALVANIZED REINF. REINFORCE @ AT GL. GLASS REG. REQUIRED CENTER LINE GR. GRADE RM. ROOM DIAMETER ORROUNO GYP. GYPSUM # POUND OR NUMBER H.B. HOSE BIBB PROJECT TEAM ARCHITECT: RANDALL STOFFT ARCHITECTS 42 NORTH SWINTON AVE., SUITE 1 DELRAY BEACH, FL. 33444 561-243-0799(T) CONTACT: DON DURANTE EMAIL: don@stofft.com STRUCTURAL ENGINEER PROJECT CLASSIC,LLC, 7318 TEXAS TRAIL BOCA RATON,FL. 33487 561-544-7397 (T), 561-665-5438 (F) CONTACT: FARID ABUGATTAS, RE EMAIL: fadd@projectdassic.00m D�00� DRAWING NOT TO SCALE, LANDSCAPING SHOWN IS DIAGRAMMATIC ONLY C�0�0003000000 DODDDg DDC�ODODLa0�000 D�DD 00[�DDL DDDD�DDf�11��100 ARCHITECT'S STATUS: EARTH WORK: TRUSSES: ROUGH CARPENTRY: TIMBER A. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OR A. PERFORM ALL WORK IN CONFORMANCE WITH THE FINAL SOILS, COMPACTION AND 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 CHARGE OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR 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: OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH B. FOUNDATIONS SHALL B E MONOLITHIC OR SPREAD F06TINGS BASED ON A SOIL THE ASSUMPTION THAT - A 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 THE WORK, AN THE WORK, AND HE OR SHE WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE BEARING CAPACITY OF WO FINAL WRITTEN VERIFICATION SHALL BE SENT TO THE 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. TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE PRIOR TO THE START OF CONSTRUCTION. OWNER AND ARCHITECT OR BEARING POINTS, ETC.) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM ARCHITECT SHALL NOT BE RESPONSIBLE OR HAVE CONTROL O R CHARGE OVER THE ACTS T'�. THE PRIME PRO RECORD PROFESSIONAL OF REC R WHO MUST REVIEW PROPOSED SED CHANGES AND C. PROVIDE 4" " IDE X4 POSTS OR 2 2"X4" STUDS MINIMUM U O U UNDER ALL BEAMS AND HEADERS T AMBER CONSTRUCTION SHALL COMPLY B. ALL TIMBER AND M LY WITH SPECIFICATIONS AND OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY O THEIR AGENTS OR C. AFTERSTANDARD CLEANING AND GRUBBING HAS BEEN COMPLETED AND' ROVED, MAKE STRUCTURAL REVISIONS ACCORDINGLY. FINAL SIGNED AND HEALED ENGINEERING UNLESS OTHERWISE NOTED. CODES AS SPECIFIED BELOW: EMPLOYEES, EMPLOYEES, OR OTHER PERSONS PERFORMING ANY OF THE WORK. APPLY VIBRATORY COM13ACTOR WITH A MINIMUM OF FOUR PASSES- TRUSS DRAWINGS MUST BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO _ AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, TIMBER CONSTRUCTION MANUAL; CODES: TO 98% MODIFIED PROCTOR POURING OF FOUNDATION. D. ALL SUB -SILLS, OVER 8'-0" IN LENGTH SHALL BE DOUBLE 2"X4"S. NATIONAL FOREST PRODUCTS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR Q D. SOIL SHALL BE COMPACTED (ASTMID1557) TO A TANGE WOOD CONSTRUCTION; AMERICAN PLYWOOD ASSOCIATION, PLYWOOD DESIGN OF 5 FEET BEYOND ALL BUILDING EDGES. AT LEAST ONE FIELD DENSITY TEST S BE _ WOOD ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR BY A E. DOUBLE 2"X4"s, SPIKED TOGETHER w/ f6d'S @ 5" O/C STAGGERED MAY BE USED IN LIEU SPECIFICATION; AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS; NATIONAL A. ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE T O IT 00 SQUARE FEE F AREA DENSITY TESTS ARE TO PERFORMED FOR EACH B� BE 12 PROFESS ANAL SPECIALTY ENGINEER REGISTERED IN THE STATE T OF FLOPJDA. TRUSS OF 4")W POSTS WHERE CONTAINED WITHIN WALLS UNLESS SPECIFICALLY NOTED LUMBER MANUFACTURERS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR STRESS CONSTRUCTION OF THE PROJECT, INCLUDING ALL APPLICABLE STATE, CITY AND COUNTY INCHES BELOW THE COMPACTED SURFACES. RESULTS. OF PROCTOR TEST(S)AND D FABRICATORTO PROVIDE PRE -FABRICATED HANGERS AS REQUIRED, OTHERWISE ON PLANS. GRADE LUMBER AND ITS FASTENINGS. BUILDING, ZONING, ELECTRICAL, PLUMBING, LIFE SAFETY AND FIRE CODES. CONTRALTO DENSITY TEST(S) SHALL OE FURNISHED TO THE ARCHITECT/ENGIiEER. SHALL VERIFY ALL CODE REQUIREMENTS AND BRING ANY DISCREPANCY BETWEEN THE _ GRADED SAND CLASSFICATION SW PER - E ASTM D2 E. ILL SHALL B CLEAN WELL 487 69 ": F SAL E C. DESIGN. FABRICATION, AND INSTALLATION OF WOOD TRUSSES AND SHEET METAL CONNECTORS SHALL BE IN ACCORDANCE WITHTHE FOLLOWING STANDARDS. F. ALL LUMBER IN DIRECT CONTACT WITH STEEL OR CONCRETE SHALL BE PRESSURE C. ALL TIMBER CONNECTIONS ARE TO BE MADE USING PREFABRICATED CONNECTORS. CODES AND THE CONSTRUCTION DO DOCUMENTS TO THE ATTENTION OF THE ARCHITECT. (75) WITH LESS THAN 12°Is PAS,SNG 20D SIEVE- FILL MATERIAL SHALL BE PLACED IN LIFTS TREATED HAVE AN APPROVED SEPARATING MATERIAL AL OR HAVE A GALVANIZED ANCHOR R TOE NAILING WILL NOT BE PERMITTED. SUBMIT MANUFACTURER'S DATE FOR APPROVAL. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS OF NOT MORE THAN 12" AND COMPACTED AS ABOVE. D. DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED: WOOD ROOF TRUSSES PER SEAT. FASTENERS TO 6l= AS MANUFACTURED BY USP OR SIMPSON. E FOR REINFORCED CONCRETE (ACI 318-14 EDITION). (AMERICAN INSTITUTE OF STEEL F. TERMITE PROTECTION SHALL BE IN ACCORDANCE WRHSECTION 181E OF THE FL TPl 1-2007; DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED PARALLEL CHORD TRUSSES PER PCT 80; HANDLING, INSTALLATING, RESTRAINING AND BRACING OF METAL G. BUILDING PAPER: FEDERAL SPECIFICATIONS UU-B-790. INSTALL UNDER ROOFING AND D. LUMBER USED FOR LOAD SUPPORTING SHALL HAVE GRADE MARKS COMPLYING WITH CONSTRUCTION) RISC ASDH EDITION. BUILDING CODE REQUIREMENTS AND BUILDING CODE 2017. PLATE CONNECTED WOOD TRUSSES PER BCSI 2013 EDITION TRIM AND CAREFULLY APPLY SO AS TO FORM A WATERTIGHT MEMBRANE. EACH COURSE AND PROCEDURES AND AGENCIES APPROVED BY US PROCEDURE PS 20-94. SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530-1NASCE 5-13/TMS 402-13). BUILDING OF PAPER SHALL OVERLAP THE COURSE BENEATH IT 6" MINIMUM. WHERE PAPER MEETS CODE REQUIREMENTS AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONCRETE: 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 CONSTRUCTION (ANSI/NFOPA NDS-2015). THE PASSAGE OF WATER BEHIND THE FRAME. INSTALL SILKA KRAFT PAPER AT EXTERIOR OF AMERICAN PLYWOOD ASSOCIATION. CONCRETE UNIT MASONRY: DOORS AND WINDOW FRAMES. B. THESE PLANS AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY A. GENERAL: ALL CONCRETE WORK SHALL CONFORMTO ALL RECOMMENDATIONS AND F. MARKING: WOOD AND LUMBER SHALL BE MARKED WITH ITS GRADE AND PLYWOOD UI REQ REMENTS OF THE FLORIDAF10RIDA MODEL ENERGY CODE. CONTRACTOR SHALLAND C R HAWITH REQUIREMENTS OF AC(. � 18-14. - A. THIS PROJECT IS DESIGNED AS ENGINEERED D EERED UNIT MASONRY. STRUCTURAL DESIGN H. ALL BEARING PARTITIONS SHALL BE SECURED TO ADJACENT PARTITIONS, SHALL TRADEMARK IN ACCORDANCE WITH THE REFERENCED H ITS GRADE TRA E STANDARDS. A FAMILIARIZE HIMSELF WITH THE GOVERNING C N ODE 1 ITS ENTIRETY AND BUILD IN B. PORTLAND CEMENT: ASTMC•t5O TYPES I OR II. RLKA S&L TESTED AND SHALL BE IN ACCORDANCE WITH ACI 5-13/TMS 402-13, BUILDING CODE HAVE AT LEAST A DOUBLE STUD POST AT ALL ENDS C CORNERS AND EACH SIDE OF ALL S SHALL NOT BE USED REGARDLESS OF PIECE WITH DEFECT EGARD GRADING: ACCORDANCE WITH ALL PROVISIONS OF THIS CODE. _LqN � CERTIFIED. USE TYPE V T FOR SOIL CONTAA!MlG..SULF E CONCENTRATIONS OF REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON BUILDING CODE WINDOW AND DOOR OPENINGS. MORE THAN 0.2 PERCENT- REQUIREMENTS FOR MASONRY STRUCTURES. G. EXTERIOR PLYWOOD SHEATHING SHALL BE GROUP I STANDARD (C-D) EXT-DFPA, (G-C) PERMITS: 1. ROOF SHEATHING: 19/32"THICK STANDARD PLYWOOD SHEATHING, EXTERIOR GLUE, C-D EXT-DFPA, STRUCTURAL I (C-D) EXT-DFPA OR STRUCTURAL I (G-C) EXT-DFPA. C. WATER FROM DOME§TICSOURCES. CLEAN, POTABLE, FRffFROM ALL ORGANIC B. REINFORCING STEEL: LAP REINFORCING NOT LESS THAN 48BAR DIAMETERS AT SPLICE GRADE, 4 PLY, INDES 2410, APA GRADE TRADEMARKED, APPLY WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND STAGGER JOINTS DOORS AND WINDOWS: A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING OR OTHER DELETERIOU§ W�-S- IN WALL REINFORCING. LAP HORIZONTAL REINFORCING A MINIMUM OF 18" AROUND AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS D. AGGREGATES: ASTM � FOR SLABS ON GRADE- a CORNERS. HORIZONTAL BARS SHALL BE TIED TO VERTICAL BARS AS THE WORK PROGRESSES AND SHALL BE EMBEDDED IN GROUT. PLACING OF HORIZONTAL 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 JOB CONDITIONS: E. ASTM SLABS ON GRADE. REINFORCING IN JOINTS OR MORTAR WILL NOT BE PERMITTED EXCEPT FOR WIRE JOINT THE TYPE INDICATED, NAILS TO BE THOSE FURNISHED OR RECOMMENDED 8Y MANUFACTURER FOR THIS SPECIFIC USE. NAILS SHALL BE FULLY DRIVEN IN ALL HOLES IN OTECTION EATING THAILE 5 THICK OR BE IN COMPLIANCE WITH FOG 716.5.3 WITH A SELF SAND: C-33 FOR REINFORCING. THE ANCHOR, ALL HANGERS AND ANCHORS SHALL BE GALVANIZED. NOT THAN 0 MINUTES. DOORS SHALL BE SELF CLOSING AND LATCHING. A. THE CONTRACTOR SHALL VISIT THE PROSE CT SITE PRIOR TO SUBMITTAL OF BID AND / AS INCLUDED IN THESE DWG'S. GRAB F. FOUNDATIONS: INSTALL MENDED BY THE FINAL C. FOUNDATION ON DOWELS: SHALL NOT BE SLOPED MORE THAN ONE - HORIZONTAL TO 6 CONTAINING GLAZING MATERIAL NOT GREATER B. DOORS CONTAIN RA ER THAN 9 SQUARE FEET IN OR CONTRACT NEGOTIATIONS, NEGO I NS AND HE SHALL VERIFY EXISTING CONDITIONS WITH T ONS H HE SOILS REPORT. V VERTICAL TO ALIGN WITH BLOCK CORE. K. DRAFT -STOPPING: I D CEILING ASSEMBLIES NOT TO EXCEED 000 1 1 S F. IN L 8E CLASSIFIED SURFACE AREAS AL D AS CATEGORY 1 AND SHALL BE CAPABLE H E CONSTRUCTION DOCUMENTS. DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS OVER 3,00FLOOR IF ATTICS FOR AREAS OVER 3,000 S/F OF WITHSTANDING A 150 FOOT-POUND IMPACT TEST. SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION IN WRITING FOR CLARIFICATION. VAPOR BARRIER: BENEATH SLABS TO BE 6 MB. G. . POLYETHYENE D. CLEAN OUT OPENINGS SHALL BE PROVIDED AT BOTTOM OF GROUTED CELLS. SEAL L. FIRE -BLOCKING: INSTALL IN CONCEALED SPACES BOTH VERTICAL AND HORIZONTAL, BIDS SHALL NOT BE SUBMITTED OR CONSTRUCTION CONTRACTS NEGOTIATED BY THE H. CONCRETE SHALL BE READY MIX & HAVE A MINMUM COMPRESSIVE STRENGTH OF AFTER CLEANING AND INSPECTION. .SUCH AS BUT NOT LIMITED TO, STUD WALLS, FURRED SPACES, SOFFITS, DROP CEILINGS, C. DOORS, BATH & SHOWER ENCLOSURES, AND SLIDING GLASS DOORS CONTAINING CONTRACTOR PRIOR TO CLARIFICATION OF THE INTENT OF THE CONSTRUCTION 2,500 PSI FOR FOOTINGS & SLABS ON GRADE & 3,ODO PSI FORWAMS, COLUMNS AT 28 COVES, STAIR STRINGERS (TOP AND BOTTOM) OPENINGS FOR VENTS, PIPES, DUCTS, GLAZING MATERIAL GREATER THAN 9 SQUARE FEET IN SURFACE AREA SHALL BE DOCUMENTS WHERE SUCH INTENT IS IN DOUBT. BACK CHARGES WILL NOT BE ACCEPTED. DAYS. ALL CONCRETE WORK SHALL COMPLY REQUIRBIENTS OF THE ACI E. MASONRY UNITS SHALL BE ASTM G90 TYPE II WITH MINIMUM COMPRESSIVE STRENGTH CHIMNEYS, FLOOR JOISTS OR TRUSSES. CLASSIFIED AS CATEGORY II AND SHALL BE CAPABLE OF WITHSTANDING A 400 L (AC1 CODE (ACI THE DETAILING MANUAL (ACI 315/LATEST EDITION), AND THE SPECS. SPECS. OF 1900 PSI ON NET AREA OF INDIVIDUAL UNITS. ALL CMU SHALL BE LAID IN A FULL BED OF FOOT-POUND IMPACT TEST - B. DIMENSIONS AND NOTES SHALL TAKE PRECEDENCE OVER SCALE AND GRAPHICS. DO FOR STRUCTURAL CONCRETE CONCRETE STRUCTURAL CR MORTAR IN RUNNING BOND U.N.O. ALL REINFORCING STEEL SHALL BE MANUFACTURED SHOP DRAWINGS: NOT SCALE DRAWINGS, EL SHALL BE(ACI REQUIRED BYT ELATES COVER FOR REINFORCING STEEL SHALL BE AS REQUfiED BY THE LATEST ACI FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615 GRADE D. THE GLAZING IN SLIDING AND SWINGING DOORS AND IN SHOWER OR TUB ENCLOSURES, SPECIFICATIONS, WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A-185, UNLESS 60. INCLUDING ANY GLAZING WITHIN 60 INCHES OF THE FINISHED FLOOR IN WALLS C. IF WORK IS BEING PERFORMED IN AN EXISTING BUILDING AND / OR AS AN ADDITION OR OTHERWISE SPECIFIED. PLACE FABRIC 2" CLEAR FROM TOP DF THE SLAB IN SLAB ON A. THE CONTRACTOR SHALL SUBMIT THREE COPIES OF ALL SHOP DRAWINGS, ALL SURROUNDING TUB & SHOWER ENCLOSURES SHALL BE SAFETY GLAZED FOR CATEGORY 11 ALTERATION(S) TO AN EXISTING BUILDING, THE CONTRACTOR SHALL VERIFY ALL EXISTING GRADE LAP ALL W WF A MINIMUM OF 6 INCHES U N_0_ ALL RENFORCING STEEL SHALL BE F. ALL MORTAR SHALL BE TYPE S IN ACCORDANCE WITH ASTM SPECIFICATION C-270 WITH FABRICATED ITEMS AND EQUIPMENT FOR ARCHITECTS REVIEW PRIOR TO FABRICATION GLAZING PRODUCTS CONDITIONS WITH REFERENCE TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND MANUF. FROM HIGH STRENGTH BILLET STEEL CONFORMINGTO ASTM DESIGNATION A-615 A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. NO TESTING FOR MORTAR AND COMMENCEMENT OF THE WORK. ELECTRICAL SYSTEMS. ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND GRADE 60. LAP ALL BARS MINIMUM 48 DIA, U.N.O- ON DRAWINGS. ALL HOOKS SHOWM IN STRENGTH IS REQUIRED FOR THIS PROJECT. E. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN REINFORCEMENT SHALL BE ACI RECOMMENDED HOOKS U.N.P. B. CABINET SUPPLIER SHALL PROVIDE SHOP DRAWINGS. SHALL BE SAFETY GLAZING WHERE THE GLASS OR MIRRORS ARE LESS THAN I ABOVE WRITING PRIOR TO THE SUBMISSION OF BIDS OR CONTRACT NEGOTIATIONS. THE 4' G. GROUT SHALL BE A HIGH SLUMP MIX (8"-111 IN ACCORDANCE WITH ASTM THE FLOOR OF THE TUB OR SHOWER. CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK BY TRADES, SUPPLIERS, B REINFORCING .7TEEL: - j ,FORTH SPECIFICATION C-176 HAVING MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. NO C. WINDOW AND DOOR SUPPLIER SHALL PROVIDE SHOP DRAWINGS. SUBCONTRACTORS AND OTHER PROVIDERS TO INSURE THAT THE WORK, WHEN TESTING FOR GROUT STRENGTH IS REQUIRED FOR THIS PROJECT. F. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF COMPLETED WILL BE IN ACCORDANCE WITH THE INTENT OF THE CONSTRUCTION A. ALL WORK SHALL COMPLY WITH THE REQUIREMEITS SE IN THE *MANUAL OF SECTION AND DETAILS TOOLS. THEY SHALL PROVIDE A CLEAR OPENING OF NOT LESS 20" WIDE, 24" HIGH AND 5.7 DOCUMENTS. STANDARD PRACTICE FOR DETAILING REINFORCED CONCR STRUCTURES" PUBLISHED H. PROVIDE 9 GAUGE HORIZONTAL JOINT REINFORCEMENT (LADDER TYPE ONLY) AT SQUARE FEET MINIMUM AREA. THE BOTTOM OF OPENING SHALL NOT BE MORE THAN 44" D. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL AND BY THE AMERICAN CONCRETE INSTITUTE, EXCEPT MERE MORE EXACTING REQUIREMENTS ARE SIECIFED IN THE CONTRACT DOCUMENTS. EVERY SECOND COURSE FOR ALL EXTERIOR WALLS. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE ABOVE FLOOR AND LATCH AT 54" ABOVE FLOOR (MAX). PER 2017 FBC-RESIDENTIAL, SECTION R310. NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. I. ALL CONCRETE MASONRY BEARING AND SHEAR WALLS MUST BE INSPECTED BY A TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE U.N.O. B. MINIMUM CONCRETE COVERAGE OF REINFORCING STEEL. QUALIFIED ENGINEER JUST PRIOR TO POURING OF THE FOUNDATION 1ST &2ND FLOOR TIE G. WINDOW UNITS SHALL DISP. LABELS SHOWING COMPLIANCE WITH THE FL ENERGY * SLAB ON VAPOR BAR♦MR2'(E1_EVATED 1Yt7 BEAMS. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "SPECIFICATION FOR THE PLUMBING FIXTURES: CODE. WORK NECESSARY TO COMPLETE CONSTRUCTION: * BEAMS AND COLUMNL I W' DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY" PUBLISHED BY THE * FORMED CONCRETE BELOW GRADE 2" NATIONAL CONCRETE MASONRY ASSOCIATION. H. ALL NEW SINGLE=FAMILY HOUSES, DUPLEXES, TRf-PLEXES, CONDOMINIUMS AND A. IT IS THE PURPOSE OF THESE PLANS AND SPECIFICATIONS TO DESCRIBE A COMPLETE * UNFORMED BELOW GRADE 3" l A. ALL SHOWER HEADS SHALL HAVE ANTI -SCALDING PROTECTION TOWNHOUSES SHALL PROVIDE AT LAST ONE BATHROOM, LOCATED WITH MAX. POSSIBLE AND FINISHED PROJECT OTHER THAN ITEMS MARKED "N.I.C" NOT IN CONTRACT ( ) * FOOTING 3"CLEAR AT BOTTOM & SIDES 2TXEAR OF TOP STRUCTURAL STEEL: PRIVACY, WHERE BATHROOMS ARE PROVIDED ON HABITABLE GRADE LEVELS, WITH A * WALLS 2" CLEAR OUT§iDE FACE, 1 1/2" CLEAR INSIDE DOOR THAT HAS A MIN. 29" CLEAR OPENING. HOWEVER IF ONLY A TOILET ROOM IS CLEAN UP /REPAIR: * BEAMS* SLABS 9 1/2" LEAR AT RR TT P (ANT RIOR). I Jr CLEAR AT TOPs�EXMRIOR) A WORKMANSHIP: WORK SHALL COMPLY WITH A.I.S.C. LRFD 13TH EDITION, UNLESS MORE PROVIDED AR GRADE LEVEL, SUCH TOILET ROOMS SHALL HAVE A CLEAR OPENING OF NOT * COLUMNS 1 1/2" CLEAR TO TIES EXACTING REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS. LESS THAN 29 INCHES. PER 2017 FBC-RESIDENTIAL, SECTION R320.1.1. THERMAL MOISTURE PROTECTION: A THE CONTRACTOR SHALL MAINTAIN THE PREMISE CLEAN AND FREE OF ALL TRASH, ^DEBRIS, AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, PAINT C. REINFORCING MESH: GRADE BUILDING SLABS ACI-WI ELECTRICALLY B. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH OVER -SPRAY,. ETC. ALL FIXTURES, EQUIPMENT, GLAZING FLOORS, ETC. SHALL BE LEFT SIZES ON THE WELDED WIRE FABRIC, SIBS AND GAUGES AS SHOWN ON THE DRAWINGS. THE LATEST CODE. STRUCTURAL STEEL SHALL CONFORM TO ASTM SPECIFICATION A. INSULATION: INSULATION SHALL BE PROVIDED AND INSTALLED PER FBC 2017 CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. EL T GRADE B ALL STEEL TUBING & PIPE SHALL CONFORM TO ASTM SPECIFICATION. ALL ENERGY CONSERVATION CODE. PRESCRIPTIVE REQUIREMENTS INCLUDE: D. GENERAL BEAM NOTE§1 (A36FY (FY�6KSI). ALL STEEL TO HAVE A SHOP COAT OF RUST INHIBITIVE PAINT. ALL SHOP AND S MINIMUM OF R-30 OLG INSUL IN CLIMATE ZONE 1, R-38 CLG INSUL IN CLIMATE ZONE 2. B. THE CONTRACTOR SHALL REPAIR AND / OR REPLACE ALL ITEMS DAMAGED BY THE 1) SCHEDULE HOOPS OR §TIRRUPS SHALL BE PLACED AT EACH END OF BEAM U.N.O. FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED, AS DESCRIBED IN MASONRY WALLS A MINIMUM OF R-4 IN CLIMATE ZONE 1, R-6 IN CLIMATE ZONE 2. PROCESS OF CONSTRUCTION AND SHALL FINISH ALL PATCHWORKS AND REPAIRS TO 2) BUNDLE ALL STR. BEAM TOP BARS IN PARS OVER SUPPORT W/ TOP BARS FROM ADJ. "AMERICAN WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE" (ASW D1.1), TO FRAME WALLS A MINIMUM OF R-13 IN BOTH CLIMATE ZONE 1 & 2. MATCH ADJACENT AREAS AND SURFACES, BEAMS. SHALL EXTEND INTO SPAN 3 ALL TIE B AN OF ANY ADJ. STIR. BEAM PER } AM REIN PERFORM THE TYPE OF WORK REQUIRED, ALL STEEL WELDING ROD§ SHALL BE E70XX ELECTRODES. VERIFY REQUIRED INSULATION VALUES TO BE INSTALLED AGAINST FBC ENERGY CONSERVATION ENERGY CALCULATIONS AS SUBMITTED, CLIMATE & GEOGRAPHIC DESIGN CRITERIA: DING; DDIA STANDARD ASTM BENDING AND 4) TIE BEAM DEPTHS ARE MIN. MAYBE INCREASEO(8"MAX.) TO FIT BLOCK WORK AND B. ROOF/TILE: TILE SHALL BE AS SHOWN ON DRAWINGS AND AS SELECTED BY A. PER 2017 FBC-RESIDENTIAL, TABLE R301.2(1),'SUBJECT TO DAMAGE' FROM WINDOW AND DOOR HEADODS- 5) DROP BOTTOM OF TIE f. AS REQUIRED. AT WINDOW & DOOR HEADS (28' MAX. BEAM ARCHITECTIDESIGNER. INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS AND FLORIDA BUILDING CODE 2017. AT THE COMPLETION OF THE WEATHERING IS CLASSIFIED AS'NEGLIGIBLE'. TERMITE DAMAGE IS CLASSIFIED AS WERY "HEAVY'. DEPTH) & ADD 2 #5 BOTTOM. IF DROP EXCEEDS 8' UN.O. ON PLANS. WORK, THE CONTRACTOR SHALL FURNISH A ROOFERS WRITTEN GUARANTEE SEE ADDITIONAL NOTES UNDER EARTHWORK, 6) ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6" MIN. INTO COVERING WORKMANSHIP. MATERIAL MANUFACTURERS GUARANTEE FOR REPLACEMENT SUPPORT U.N.O. OF THE SAME AT NO COST TO THE OWNER WITHIN WARRANTEE PERIOD, INP4 R A INS BUILDING CLASSIFICATION: FBC 2017 CHAPTER 3, GROUP R-3 OCCUPANCY TWO-STORY, SINGLE FAMILY RESIDENCE CONSTRUCTION TYPE: FBC2017 CHAPTER 6, TABLE 601 V-B TABLE 504.3: ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE: 40'-0", NON -SPRINKLED TABLE 504.4: ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE: 3-STORIES, NON -SPRINKLED TABLE 506.2: ALLOWABLE AREA FACTOR: UNLIMITED S.F., NON -SPRINKLED CODE EDITIONS: Florida Building Code (FBC) 2017 National Electrical Code (NEC) 2014 WIND LOADS AS PER FBC 2017 EDITION AND ANSI/ASCE 7-10 SEE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL DESIGN PARAMETERS. MRUMH i RL 00 DKIMMMMUMM 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 1. 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. 2. ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL ARE TO BE SELF CLOSING AND SELF LATCHING -LATCH MECHANISM: SHALL BE MOUNTED AT 54" A.F.F. (MIN). 3. THE G.C. IS TO VERIFY THAT ALL ACCESS TO THE POOL AREA MEET THE SWIMMING POOL SAFETY ACT. D 0000 EDD0 THESE PLANS ANDALL PROPOSED WORKj�°��1TE TREATMENT T p �^y N 1E pp� ARE SUBJECT TO ANY CORRECTIONS �R I7�OtV1 r B._QLtWtED BY-T IELDBNSPECTORS THAT MAY BE NECES'3ARY1N ORDER TO COMPLYWITH ALLAPPLICABLE CODES. CONCEALED FASTENERSCIO OR A A!J-*04UFACTURESLABLESSHOWING AREA RESPONSIBILIry OF U FACTORS AND SHGC COMPLANCECT� "rH FBC ENERGY CODE MUSTSCANNED ON ALL DOORS BY MID WINDOYVS f., WL"ECTi1 A9EAPPROVED StLud County � L 00 w (L of 0 u_ m � 'T a L Uj o c S ARCHITECTURAL CS COVER SHEET SITE PLAN SP A101 1st FLOOR PLAN A201 2nd FLOOR PLAN A202 1st FLOOR FRAMING & LOWER ROOF PLAN A203 ROOF PLAN A301 FRONT & RIGHT ELEVATIONS A302 REAR & LEFT ELEVATIONS A303 BUILDING SECTION A -A & WINDOW/ DOOR SCHEDULES A401 1st FLOOR REFLECTED CEILING PLAN A402 2nd FLOOR REFLECTED CEE11 PLAN A5 1 0 TYPICAL WALL SECTION C ION & DETAILS A502 TYPICAL WALL SECTIONS A601 WINDOW & DOOR DETAILS A701 TYPICAL DETAILS, PLUMBING RISER & NOTES E101 1st FLOOR ELECTRICAL PLAN, RISER, & SCHEDULES E201 2nd FLOOR ELECTRICAL PLAN STRUCTURAL S1 FOUNDATION, 1st FLOOR FRAMING PLAN, & DETAILS S2 2nd FLOOR FRAMING PLAN, & DETAILS S3 ROOF FRAMING PLAN & DETAILS S4 STRUCTURAL DETAILS S5 STRUCTURAL NOTES & DETAILS ItEi'Iti�iD ORCo1►�LD CE10 tttt'tU11f`ED BY f1 t BE KEPT ON JOB D1X4 �19 CTION WILL BE MADE- - W H 6 W a REVISIONS BY DATE a A^ 0 fETMTSETSN9 M DWD 04.25.18 M Q SMI)EPT.COMENT8111 OWD 06.16.18 v OD N v to _ VI 07 0 M J CD D ro 0 v o ®WQ d ON Q w z O T Z r--( W 4 N OJ U G) ^ o T m m e } 1 en O O Q� F 0 v 9) U r-1 CC$ W � �i •1-H LL�"�i' 4-1 UU :N rA 'C3 I 11 I Dh ,T R R,/ 1 ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY. A THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, d IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS. OR PUNS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRAC TORS SHALL IONS NBERESPoNSABLEFORML BE IOTI I CONDITIONSOITHEONS JOB, 8THIS OFFICE MUSTD NOTIFIED OF ANY VARIATIONS FROM THE DRAWINGS. SHOP CONDITIONS SHOWN MUST BE DRAWINGS. SHOPDETAILS OFADEQUATE VASCALE MUSTRESUBMITTED FABRIICOFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. TC. ALL RIGHTS RESERVED RANOALLSTOFFi ARCHITECTS PA, WATER METER EXISTING CURB INLET i c� EXISTING MIAMI CURB 20'-0„ El 20'-(P EXISTING — CONCRETE SIDEWALK EXISTING MIAMI CURB 10'-0" ACCESS & UTILITY EASEMENT O I 1 I I CONCRETE D�WEWAY PAVERS ON ISETTING SAND ON 6" BRUSHED CONCRETE(COMPACTED TO 89% AASHTO T-180) ON WELL COMPACTED SQBGRADE I I I 1 1 i I I m Ili Sf'1." 0 a 5.83' N.A.V.D. 1G LOT 30 120.001 w A O F-y G MINIMUM FLOOR ELEVATION 6.50 FEET (NGVD) = 5.01 FEET (NAVD) MINIMUM CROWN OF ROAD ELEVATION 5.00 FEET (NGVD) = 3.51 FEET (NAVD) FLOOD ELEVATION THE OVERALL SUBJECT PROPERTY LIES WITHIN THE FOLLOWING FLOOD HAZARD ZONES PER FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 12111C0093J, DATED: FEBRUARY 16, 2012: ZONE AE - BASE FLOOD ELEVATION = 4 FEET (NAVD) ZONE X - N/A I � LOT 31 MIN. F.F. ELEVATION 6.41' N.A.V.D. (ENSURE ELEVATION IS MIN. 18" ABOVE CROWN OF ROAD) c j CO SHOWER A.C. COMPRESSOR 120.001 ^--5'-0" X10'-0" ON MIN. 6" HIGH CONCRETE UTILITY EASEMENT EQUIPMENT PAD (MAINTAIN 6" MIN. ABOVE LOT 32 EXISTING CON�TE_ ADJACENT GRADE EXISTING WATER TRANSFORMER PAD METER I 4 UNCOVERED PAVER AREA ZONING DEVELOPMENT REGULATIONS (PER ST. LUCIE COUNTY LDC SECTION 7.04.00, TABLE 7-10) ZONING RS-4 REQUIRED PROPOSED LOT SIZE 8,000 S.F.- 10,000 S.F. +/-9,000 S.F. LOT COVERAGE (SEE CALCULATIONS, THIS SHEET) 30% = 2,700 S.F. (MAX) 29.98% = 2,698 S.F. ROADWAY FRONTAGE 30'-0" (MIN) 59'-4" FRONT SETBACK 25'1 (MIN) VARIES (25'-6" MIN.) REAR SETBACK 15'-0" (MIN) VARIES (30'-4" MIN.) SIDE SETBACK T-6" (MIN) T-10" LEFT/ T-10" RIGHT STRUCTURE HEIGHT 35'-0' (MAX) +/-24'-10" 1. BUILDING HEIGHT IS THE VERTICAL DISTANCE BETWEEN MINIMUM FINISHED GRADE AND THE HIGHEST FINISHED MAIN ROOF STRUCTURE AND THE AVERAGE DISTANCE BETWEEN THE EAVES AND THE RIDGE OF SLOPED ROOF WITH A PITCH GREATER THAN A 4:12 RATIO. I I I I I I I I ---------------------- 1------ 1FI - I- I I I ' - j------- - ' I I- o I I ' � - - ---------------- 30-4 ----- - -------- I I I _ - - I I 101-00 NAGE EASE I I FOR LAKE AI NTENANI LINE F O - EAR B EXTENTSUILDABLE � I- I- I g_p^ REA I SETBACK I- I - KII W W1= Q Zi W 0 Z :0 o� c -j'IO LL ;- J LL 32'-10 I I' I I I I I� I_ I I 44'-10" AREA CALCULATION FOR LOT COVERAGE FOOTPRINT 2698 SF 2698 SF SITE PLAN c REVISIONS i BY DATE PERMIT SETS ISSUED DWD 04.25.1E BWG, DEFT. COMMENTS#1 DWD 06.15.1E Fr--1 nW n F�1 O c/] w OM° M a w i-I 4 U U U CO 0 (d U ¢ W �a r"l1 V U 4-) Job No. 1306083 Ai m 19 ?ma FL-0011105 FIRM-AA003379 ALL IDEAS, DESIGNS, ARRANGEMENTS,& PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & W ERE CREATED, EVOLVED.& DEVELOPED FOR USE ON,&IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON. FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS. P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY& BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIE1 OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. W 201&. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS PA. F• �2 A302 GARAGE VENTILATION CALCULATIONS PER 2017 FBC-MECHANICAL VENTILATION PER SECTION 403 TABLE 40331 IL OCCUPANCY: GARAGE (492 S.F.) CFM/ CAR: 100 CFM # OF CARS: 2 CFM REQUIRED: 2 x 100 = 200 CFM WIND Q 3 MPH = 264 FT/MIN 200 CFM/ 264 FT/MIN = 0.76 S.F. VENTILATION REQ'D 0.76 S.F. x 144 SQ. IN.=109.44 SQ. IN. VENTILATION IIEQ D (2), 8"x16" VENT BLOCK REQUIRED. y 2 A301 I st FLOOR PLAN 100 SERIES KEY NOTE LEGEND 101 BUILDER SUPPLIED & INSTALLED ELECTRIC, FRONT LOAD, FULL SIZE CLOTHES DRYER. SEE MECHANICAL DWG'& FOR VENTING. 102 BUILDER SUPPLIED& INSTALLED HLECTRIC, FRONT LOAD, FULL SIZE CLOTHES WASHER 103 CHROME FRAME& TEMPERED GLASS SHOWER ENCLOSURE & DOOR SYSTEM. 104 BUILT-IN PANTRY CABINET. SEE KITCHEN NOTE BELOW. 105 16" DEEP x 19" HIGH SHOWER SEAT. 106 BUDDER SUPPLIED & INSTALLED 36"x66" FREE-STANDING STYLE IUD. VERIFY SPECIFICATION & LOCATION OF TUB CONTROLS. 107 22" x 54" ATTIC ACCESS W/FULL DOWN STAIRS. GARAGE OAZF.BEE DETAIL ON DETAIL SHEEP. 108 22" x 36" ATTIC ACCESS HATCH, SEE DETAIL ON DETAIL SHEEP. 109 BUILDER SUPPLIED & INSTALLED STAINLESS STEEL ELECTRIC DOUBLE OVEN. SEE KITCHEN NOTE BELOW, A.C. COMPRESSORS ON MIN. 6" HIGH CONCRETE EQUIPMENT PAD. VERIFY SIZE OF 110 PAD W/ A.C. COMPRESSOR SPECIFICATION SEE STRUCTURAL DWGFs FOR CONCRBTE PAD DETAILS. 113 BUILDER SUPPLIED & INSTALLED STAINLESS STEEL 36" REFRIGERATOR/ FREEZER COMBO. SEE KITCHEN NOTE BELOW. 112 BUILDER SUPPLIED& INSTALLEDELECPRIC COOKTOP. SEE KITCHEN NOTE BELOW. 113 BUELDE3LSUPPL®& WSTALLED STAINLESS STBEy UNDERMOUNT, SINGLE BOWL SINK W/ GARBAGE DISPOSAL. SEE KITCHEN NOTE BELOW. 114 BUILDER SUPPLIED & INSTALLED STAINLESS STEEL DISHWAMIER. SEE KITCHEN NOTE BEOW. I15 BUILDER SUPPLIED& INSTALLED STAINLESS STEEL MICROWAVE SEE KITCHEN NOTE BELOW. 116 BUDDER SUPLIED& INSTALLED SAND SET PAVERS. VERIFY RXITNS OF PAVERS AT UNCOVERED AREA 117 BUH A)ER SUPPLIED & INSTALLED 80 GALLON ELECTRIC HOT WATER BEATER* BEAT PUMP. 118 BUILDER SUPPLIED& INSTALLED VENTILATED, VINYL COATED, CLOSET SHELVING. 119 TUBE STEEL COLUMN CONCEALED STUD WALL CAVITY. SHE STRUCTURAL DWG'&. 120 STORAGE UNDER STAIRS. SEE UNDER STAIR PROTFC ON NOTE#134 BELOW. 121 CUSTOM BUILT-IN BENCH SEATING TO BE USED INCONRINCTION w/ OWNER SUPPLIED DINING TABLE. VERIFY w/ OWNER. 122 36"1HOHPRRP/wORKCOUNTBETOP w/ CABINETS ABOVE& BELOW. SEE KITCHEN NOTE BELOW. 123 36"1HOR MNISHED) PREP COUNTERTOP w/CABINETS BELOW. PROVIDE 2,6 WOOD STUD kNEEWALL SUPPORT. SEE KITCHEN NOTE BELOW. 124 OUTDOOR RATED SHOWER HEAD& CONTROLS. PROVIDE HOT& COLD WATER SUPPLY. SEE NOTE #137. 125 34" IIGH(FINIEHm) BATHROOM VANITY w/CABINET BELOW. 126 34"MGH(FINISEW)MAK&UPVAN17Y w/ KNEi4PACEAND DRAWERS BELOW. 7 .-EIG RB13. 128 CMU WALL 0INTERIOR OF GARAGE FOR 28d FLOOR BEARING, SEE STRUCTURAL DWGk 129 BUILDER SUPPLIED & INSTALLED VANITY MIRROR, FULL VANITY WIDTH, MIN, 42" HIGH ABOVE VANITY TOP. 130 VINYL FAUX SHUTTERS. SHUTTERS TO BE 12 THE wmmw WIDTH, UNLESS NOTED OTHERWISE, SEE ELEVATIONS & BUDDING SECTION. 131 +/-1=1/4" STUCCO COLUMN BUMP OUT. SEE ELEVATIONS. 34"-IP HIGH HANDRAIL ON AT LEAST ONE SIDE OF STAIR PER FBC 2017 -.. 132 RESIDENTIAL SECTION R31I.7.8. G.C. TO SUBMIT SHOP DRAWINGS MT.@ ALL STAULWAY HANDRAILS) & MUST COMPLY W/ HANDRAIL GRIP SIZE PER FBC 2017 RESIDENTIAL SECTIONR311.7.83. TYPE I OR TYPE➢. 133 AIR HANDLING UNIT#1 IN ATTIC HUNG FROM ROOF TRUSSES. SBE MECHANICAL PLANS. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 134 SURFACE AND ANY SOFFITS PROTECTED ON THE @NCIOSED SIDEwITE MIN. 12" GYPSUM BOARD PER 2017 F.B.C. - RESIDENIIAL,SECTION R3017. UNDER STAIR PROTECTION. 135 MIL R4I HATT. INSULATION IN CAVITIES BETWEEN STUDS BETWEEN AIR CONDITIONED & NOW AIR CONDITIONED SPACE 136 BUILDER SUPPLIED & INSTALLED EPDXY COATED CONCRETE FLOOR APPLY PER MPG, INSTALLATION INSTRUCTIONS & VERIFY COLOR THXIURE w/OWNER. 137 OUTDOOR SHOWER DRAIN TIES INTO SANITARY DRAINAGE SYSTEM. 138 9ANDSBTPAVE1L40NGRADEMAX.2%HOR=NTALRLOPI: 1. VERIFY ALL KITCHEN APPLIANCE SPECIFICATIONS & LOCATIONS, AS WELL AS CABINETRY W KITCHEN CABINET SUPPLIER. GARAGE NOTES: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ATTIC AREA BY NOT LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. 2. THE GARAGE SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE THE GARAGE BY NOT LESS THAN 5/8" TYPE'X' GYP. BOARD APPLIED TO THE GARAGE SIDE. 3. DUCT WORK WHICH PENETRATES THE WALLS BETWEEN THE GARAGE AND THE RESIDENCE SHALL BE CONSTRUCTED OF A MIN. OF NO.26 GAUGE SHEET METAL OR OTHER APPROVED MATERIAL. ALL OTHER PENETRATIONS TO BE PROTECTED AROUND THE OPENING BY AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. 4. INTERIOR SIDE OF GARAGE EXTERIOR CMU WALLS TO BE SKIM COAT STUCCO. ALL OTHER WALLS TO BE PAINTED GYP. BOARD AS NOTED ABOVE, 5. PROVIDE MIN. R-13 BATT INSULATION IN STUD WALL CAVITY FOR WALLS SEPARATING GARAGE FROM INTERIOR AIR CONDITIONED SPACE. w/ THE USE OF OPENINGS IN THE CMU w/ RODENT SCREENS. SEE VENTILATION CALCULATIONS THIS SHEET. TOTAL AIR CONDITIONED AREA CALCULATION A/C -1ST FLOOR 1919 SF A/C - 2ND FLOOR 713 SF TOTAL A/C AREA 2633 SF A.C. CUBIC VOLUME: 1STFLOOR = 17,846.7 2ND FLOOR � 6,630.9 co REVISIONS r d PERBR3EEEsum A N I r //Wu/� i W a TOTAL NON -AIR CONDITIONED + AIR CONDITIONED AREA CALCULATION 2-CAR GARAGE 492 SF A/C -1 ST FLOOR 1919 SF A/C - 2ND FLOOR 713 SF COVERED ENTRY 35 SF COVERED OUTDOOR 252 SF ENTERTAINING COVERED TERRACE 35 SF TOTAL AREA 3446 SF jLM 19 2018 FL-WI1105 FIRM-AA00 ALL IDEAS, DESIGNS. ARRANGEMENTS, B PLANS IF OR REPRESENTED BY THIS DRAWING ARE OWNED THE PROPERTY OF THIS OFFICE. & WERE CREATED EVOLVED, & DEVELOPED FOR USE ON, & IN CONINE WITH THE SPECIFIED PROJECT. NONE OF SUCH IDI DESIGNS, ARRANGEMENTS. OR PLANS SHALL BE U OR DISCLOSED TO ANY PERSON, FIRM, OR CORPO FOR ANY PURPOSE WHATSOEVER WITHOUT THE V PERMISSION OF RANDALL E, STOFFT,ARCHITECTS PRECWRITTEN DIMENSIONS ALE DIMENSIONS. IMDRAWINGS SHAH SHALL VERCEOVERSCALEDIMENSIONS.LO N SHALL IONS N TBE HRESPONSIBLEFLORAL.OILMEN CONDITIONS ON THEJRO 8 THIS OFFICE MUST BE D OF ANY VARIATIONS BY THESE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP OFAOEOUAVASCALE MUST C SUBEDING WITH FABR THI FOR APPROVAL BEFORE PROCEEDING W NTH FIBRIL ON RAMS SO NOTED, 0PIE.All RIGHTS RESERV RANDALL STOFFT ARCHITECTS PA TOTAL = 24,477.6 2nd FLOOR PLAN 200 SERIES KEY NOTE LEGEND 201 22" x 36" ATTIC ACCESS HATCH. SEE DETAIL ON DETAIL SHEET. 202 TUB/ SHOWER COMBINATION. 203 BUILDER SUPPLIED & INSTALLED VENTILATED, VINYL COATED, CLOSET SHELVING. 204 34" HIGH (FINISHED) BATHROOM VANITY w/ CABINET BELOW, 205 CHROME FRAME & TEMPERED GLASS SHOWER ENCLOSURE & DOOR SYSTEM. 206 BUILDER SUPPLIED & INSTALLED VANITY MIRROR, FULL VANITY WIDTH, MIN. 42" HIGH ABOVE VANITY TOP. 207 VINYL FAUX SHUTTERS. SHUTTERS TO BE 1/2 THE WINDOW WIDTH, UNLESS NOTED OTHERWISE. SEE ELEVATIONS & BUILDING SECTION. 34"-38" HIGH HANDRAIL ON AT LEAST ONE SIDE OF STAIR PER FBC 2017 208 RESIDENTIAL, SECTION R311.7.8. G.C. TO SUBMIT SHOP DRAWINGS (TYP Q ALL STAIRWAY HANDRAILS) & MUST COMPLY w/ HANDRAIL GRIP SIZE PER FBC 2017 RESIDENTIAL, SECTION R311.7.8.3. TYPE I OR TYPE II. 42" MIN. HIGH A.F.F. WHITE ALUMINUM GUARDRAIL w/ PICKETS SPACED TO 209 REJECT A 4" DU. SPHERE, PER FBC 2017 RESIDENTIAL, SECTION R312. G.C. TO SUBMIT SHOP DRAWINGS (TYP Q ALL EXTERIOR & INTERIOR GUARDRAILS) 210 NOT USED. CMU COLUMN & COLUMN PIER ALL WITH SMOOTH STUCCO FINISH & DETAILING. 211 SEE STRUCTURAL DWG's FOR CMU COLUMN DETAILS AND ELEVATIONS FOR COLUMN DETAILING. 212 AIR HANDLING UNIT #2 IN ATTIC HUNG FROM ROOF TRUSSES. SEE MECHANICAL PLANS. 213 NOT USED. 2 A301 I 2nd FLOOR PLAN A -A 1 A303 A301 TOTAL AIR CONDITIONED AREA CALCULATION A/C - 2ND FLOOR 713 SF TOTAL A/C AREA 713 SF TOTAL NON -AIR CONDITIONED + AIR CONDITIONED AREA CALCULATION A!C - 2ND FLOOR 713 SF COVERED TERRACE 35 SF TOTAL AREA 748 SF C REVISIONS BY DATE QPERMIT SETS ISSUED DWD 04.25.18 11 I W ® � u ( W F1-1 � O O M ^ �-1 M O a QJ 10 Ask �q M Cl� AMW Jm Job No. 1306083 0 1 ff APR 2 5 2018 FL-001U05 FIRM-AA003n ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, 8 THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDE1,5, DESIGNS. ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER WALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB. & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. 02018. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P A. 41, Copy _... A201 WOOD ROOF TRUSSES SPACED @ 24" O.C. MAX. (SEE STRUCTURAL DWG's) AIR HANDLING UINT IN ATTIC SPACE HUNG FROM ROOF TRUSSES (EXACT LOCATION TO BE DETERMINED IN FIELD) NEW 22"x36" ATTIC ACCESS HATCH, COORDINATE FINAL LOCATION w/ TRUSS PLACEMENT 2 A302 WOOD ROOF TRUSSES SPACED @ 24" O.C. MAX. (SEE STRUCTURAL DWG's) A -A A303 1 A302 1 1 28'-0" m LL THIS BEAM TOP ONLY [td 9-2" A.F.F. T.O.B. i FLAT HEADER q a x BOTTOM @ 8'-0" A.F.F. N � 0 9'-2"A.F.F. (SEE ELEVATIONS) _ m w ~a o}dx eA Zr I N I- O CIDTi[1111 � o 1 COVd'�] OUTUt�012. w_q' N3h1Ca ENT_RTAI0 NOTE THIS ROOF T.11'-4"OAF.F. ' �SLOPE IS 5:12512SLOPE 9'-0" C.H. LOPSLOPE 9'4" C.H. Ll g,_4„ C.H.PC)' I I HATCH INDICATES WOOD FLOOR TRUSSES SPACED @ 24" O.C. MAX. (SEE STRUCTURAL DWG's) 2,-0„ „ TYP. 1 8 8" O.H. ' 'I -EXTENTS OF S6:12 2nd FLOOR ABOVE I I yor/ LOPE II f-------} 2 1 t7� �_� --- �� . 1 6:1 I SLOE f (---4° ----li I , II I f -- L= --- - ------lil O E� IB la 9'-4" C. - --- -- TOABOVE NI 1 n � ,r Li I CD N +1 11' ff " tq 9'-4 C H. aQ eOTI. � 1 o} x V j-- O FLAT HEADER BOTTOM @ F-0" A.F.F. (SEE ELEVATIONS) ROOF NOTES: 1. THIS ROOF PLAN IS FOR GRAPHIC INFORMATION ONLY (I.E. RIDGE LINES, TIE BEAM HEIGHTS, OVERALL DIMENSIONS, ETC...) REFER TO STRUCTURAL ENGINEERING 'S' SHEETS FOR COMPLETE STRUCTURAL & ROOF INFORMATION. 3. SEE REFLECTED CEILING PLANS FOR CEILING HEIGHTS & DETAILS. . SEE TYPICAL WALL SECTIONS FOR TYPICAL ROOF CONSTRUCTION. I 1 I 1 1 I 1 1 A -A A303 2'-0" 9'-4" C.H. w 04 _J I I UHEN ABOVE 14'-8" EXTENTS OF 2nd FLOOR ABOVE 9'-4" C.H. 6:12 SLOPE 9,-4„ C i//// Sit Q•H / n HATCH INDICATES CONCRETE BALCONY SLAB ABOVE, TOP @ 10'-11"A.F.F. SLOPED - -- ° 1" TO EDGES (SEE STRUCTURAL. DWG's) 1 12 a s io o + io 0 B. . 6:12 I — .F.F. S OL PE � LL. t O 9'-4" C. . A30 1 1 0 w �a <0O 0 0 N 10'-8" C.H. 6:12 SLOPE m 2,_0" TYP O.H. WOOD ROOF TRUSSES SPACED @ 24" O.C. MAX. (SEE STRUCTURAL DWG's) HATCH INDICATES LIGHT ATTIC STORAGE EXTENTS OF AREA TO BE VERIFIED w/ TRUSS ENGINEER (SEE TRUSS LAYOUT & ENGINEERING DWG's) APPX. PROFILE OF ATTIC SPACE NEW 22"x54" ATTIC ACCESS HATCH, COORDINATE FINAL LOCATION w/ TRUSS PLACEMENT WOOD ROOF TRUSSES SPACED @ 24" O.C. MAX. (SEE STRUCTURAL DWG's) 2 A301 1st FLOOR FRAMING & LOWER ROOF PLAN 1/4"=1'-0" PROVIDE 1/2"0 THREADED ROD w/ WASHERS & DOUBLE NUTS @ E.E., RUN ROD FROM CHANNEL BELOW UNIT UP THRU TOP CHORD OF ROOF JOIST, ROOF TRUSS STRUCT. — SUPPORT SYSTEM Z PPLY AIR DUCT J a w w RET. AIR DUCT SLOPE CD 1/8"/FT. MIN. PROVIDE CO DRAIN TRAP W/ MIN. 2" WATERSEAL PROVIDE ISOMODE PADS UNDER AHU AT FOUR CORNERS NOTE: PROVIDE A FLOAT SWITCH IN DRAIN PANINTERLOCKED W/AHU CONTROL CIRCUIT. NOT TO SCALE AM EMBLEM MY HUNG IIFROM ROOF TRUSS 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 314" 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 STUCCO CONCRETE BLOCK SLIDING GLASS DOOR OR FRENCH DOOR FRAME SILL CANT BEAD MEMBRANE WATERPROOFING-1/2" RECESS VULKEM TRAFFIC COATING TO BE - USED ON BALCONY SURFACES NOT TO SCALE I� /� �II�Vj ��/7 I�I� Ian (-� 2 \�I/� T� II BALCONY LOON If V1%L�111 LSWI�W0011-��I�J IL?J �EIIL=��L� 5 V CRIMP METAL ROOF r C.M.U. WALL II J BEAD (SEE STRUCTURAL DWG's) VERTICAL WALL PAN FLASHING NAILED TO ; WALL WITH 30°, 1"' RETURN. 5/8" STUCCO (SEE ELEVATIONS) Z4 EXTEND ELASTOFLEX SAP UP WALL BEHIND COUNTER -FLASHING MIN, 4". 1 1 /2"=V-0" RAKIE ROOF @ C HU rMUALL � 5/8" STUCCO (SEE ELEVATIONS) STUCCO STOP SCREED TAPCON SEALANT FORMED METAL COUNTER -FLASHING 3# LEAD. FORM LEAD FLAT LOCK SEAMED TO CONTOUR OF TO 3# LEAD. ROOFING MATERIAL. 5 V CRIMP EXTEND ELASTOFLEX METAL ROOF SAP UP WALL BEHIND COUNTER - FLASHING 8" MIN. C.M.U. WALL (SEE STRUCTURAL DWG's) PEEL AND STICK ELASTOFLEX SAP BY POLYGLASS.INSTALL PER MANUF SPEC. AND TO MEET ALL CODES. 1 1/2"=V-0" ROOF AoUmmaCHUM'/nALL � 00 Y / N I �Lu/� 11i r C� G A� IL REVISIONS BY DATE QPERMIT SETS ISSUED DWD 04.25.18 W Q W � O � W w Q � W V � W 1� M H 41,31 C� r® } Y ROM Job No. 1306083 APR 2 5 2018 FL-WIR05 FIRM-AA003379 ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS $HALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. 02018. ALL RIGHTS RESERVED RANDALL $TOFFY ARCHITECTS PA. Fjl� C A2 ROOF BELOW (SEE LOWER ROOF PLAN) ----------------------- -- i I i I I I I I I I I I r- -j ROOF BELOW (SEE LOWER ROOF PLAN) AIR HA LING UINT IN B C SPACE HUNG FROM ROOF T SSES (EXACT LOCATION BE DETERMINED IN FIE ) I J ry 9'-4" C.H. 2 -0" TYP. - o O.H. i 6:12 SLOPE N 0o r I Lo N A -A A303 1 A302 Ouj r I L THIS ROOF BELOW HAS A 5:12 PITCH W (SEE LOWER ROOF PLAN) G. I WOOD ROOF TRUSSES SPACED @ 24" O.C. MAX. (SEE STRUCTURAL DWG's) 1 28'-8" 9'-4" C.H. rrn O U N m n7 1 -- __J 1 J J { --- ---- 9'4" C.H. -- -------- ---I U 0 Li rrn -------- m ---------- I; 6.12 j SLOP jfl 4„ CC H. T-10" ROOF NOTES: 1. THIS ROOF PLAN IS FOR GRAPHIC INFORMATION ONLY (LE, RIDGE LINES, TIE BEAM HEIGHTS, OVERALL DIMENSIONS, ETC...) 2. REFER TO STRUCTURAL ENGINEERING'S' SHEETS FOR COMPLETE STRUCTURAL & ROOF INFORMATION. SEE REFLECTED CEILING PLANS FOR CEILING HEIGHTS & DETAILS. SEE TYPICAL WALL SECTIONS FOR TYPICAL ROOF CONSTRUCTION. E1 9'-4" II II LJ 9'-4" C.H. SLOPE „ HARED - - BAT 9'-4" C.H. 9' .H. IL_--- ACCESS TCH, COORDINA FINAL LOCATION w/ TRUSS PLA MENT 9'-4" C. O� M N m im 1 "—rV11 EICHUCf[ BOTTOM @ 8'-0" A.F.F. (SEE ELEVATIONS) 1 WOOD ROOF TRUSSES SPACED @ 24" O.C. MAX. 1 (SEE STRUCTURAL DWG's) I I I 1 I I I A -A A303 -j J 2'-0" TYP. I LL I I Q m T.O.B. 9'-4" A.F.F. I I --------------- I 1 i Ii I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' I I I I I I I I I I I I I I I I I I I ' I I I ' I I I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I j I I I I I I I ----------------------__---� ----------------------- — A301 1 L -ROOF BELOW (SEE LOWER ROOF PLAN) UPPER ROOF PLAN 1/4"=1'-0" ROOF BELOW (SEE LOWER ROOF PLAN) 2 A301 REVISIONS BY DATE QPERMIT SETS ISSUED DWD 04.25.11 W 1 W O ww rTU W O 1� OMO M H -) coo (,o ,O to din r' 'V�i 4AR 2 5 2 ALL IDEAS, DESIGNS, ARRANGEMENTS ,& PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED. EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDI TONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. 02010. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. C®p'�' A2031 r ■ -- gilk TOP OF BEAM ELEVATION _ _ @+20'-8" ABV FIN. FLOOR I 2nd FLOOR ELEVATION @+I1'4� ABV FIN. FLOOR I ' TOP OF BEAM ELEVATION @44' ABV FIN. FLOOR I 1 A301 I TOP OF SLAB _ ELEVATION @ 0'-0' GARAGE TOP OF SLAB ELEVATION @ -0'-0" B.F.F. TOP OF BEAM ELEVATION @+2U-8- ABV FIN. FLOOR 2nd FLOOR ELEVATION Y @+1 V-V ABV FIN. FLOOR i I F J. TOP OF BEAM ELEVATION @+g'd' ABV FIN. FLOOR I TOP OF SLAB ELEVATION @ V-7 2 A302 TOP OF BEAM ELEVATION @+20'-B" ABV FIN. FLOOR I I I 2nd FLOOR ELEVATION @+11'4" ABV FIN. FLOOR N TOP OF BEAM ELEVATION b @+g" ABV FIN. FLOOR TOP OF BEAM ELEVATION @+W-2" ABV FIN. FLOOR q _ TOP OF SLAB ELEVATION @ 0'-0" RIGHT ELEVATION 1 /4"= V-0" MATERIAL LEGEND MARK MATERIAL. MARK MATERIAL 001 5 V CRIMP METAL ROOF, NATURAL (GRAY) COLOR Oil DECORATIVE WALL SCONE LIGHT FIXTURE (SEE ELEVATIONS FOR MOUNTING HEIGHTS TO CENTER OF FIXTURE 002 SMOOTH STUCCO WATERTABLE @ FRONT & SIDES OF HOUSE 012 NEW IMPACT RATED ALUMINUM WINDOW ONLY SEE DETAIL AS INDICATED (SEE WINDOW SCHEDULE) 003 SMOOTH PAINTED STUCCO FINISH @ FRONT OF HOUSE ONLY Q13 IMPACT RATED ALUMINUM SLIDING GLASS DOOR (SEE DOOR SCHEDULE) 004 SMOOTH PAINTED STUCCO SIDING @ FRONT OF HOUSE ONLY 014 FACT RATED ALUMINUM FRENCH DOOR SEE DOOR SCHEDULE 005 TEXTURED PAINTED STUCCO FINISH: @ SIDES & REAR OF 016 IMPACT RATED STEEL RAISED PANEL FRONT ENTRY DOOR w/ HOUSE ONLY SIDELIGHT EE DOOR SCHEDULE) 006 RAISED STUCCO BANDING (SEE DETAILAS INDICATED) Q16 FACT RATED STEEL RAISED PANEL GARAGE MAN DOOR (SEE DOOR SCHEDULE) 007 RAISED STUCCO SU L (SEE DETAIL AS INDICATED) 017 IMPACT RATED STEEL RAISED PANEL GARAGE OVERHEAD DOOR (SEE DOOR SCHEDULE) 008 6' x6" FOAM CORE & SMOOTH STUCCO FINISH OUTRIQGER 018 A.C. COMPRESSOR (SEE FLOOR PLAN) (SEE TYPICAL WALL SECTIONS) 009 CMU MASONRY COLUMN & PIER w/ SMOOTH STUCCO FINISH & 019 VINYL VERTICAL FAUX WINDOW SHUTTER (1/2 WIDTH OF DETAIL EE DETAIL AS INDICATED) THE WINDOW UNLESS NOTED OTHERWISE 010 42" HIGH WHITE POWDER COATED ALUMINUM GUARDRAIL 020 OUTDOOR RATED SHOWER HEAD &HOT/ COLD CONTROLS EE FLOOR PLANS GENERAL ELEVATION NOTES: 1. ALL WINDOWS AND DOORS TO BE IMPACT RESISTANT AND MIDST MEET OR EXCEED CALCULATED WIND PRESSURES SHOWN ON STRUCTURAL. DWG's. 2. SEE STRUCTURAL DWG's FOR ALL REQUIRED WIND PRESSURES. 3. GENERAL CONTRACTOR TO VERIFY ALL MASONRY OPENINGS w/ ACTUAL WINDOW AND DOOR SHOP DRAWINGS PRIOR TO START OF CONSTRUCTION. 4. COLOR OFWNDOWANDDRMEEHUSEWFETE. 1 Ln N i1 V ,W,^ v, Lu G I^^ CL REVISIONS 13Y DATE PERMIT SETS ISSUED i DWD I 04.25.18 W O O �Tl W r_ I--4 Q M OO O M o. r� a) A3 CC'a Q� co Job No.1306083 APR 2 5 2018 FL-001U05 FIRM-AA0033V ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, 8 THE PROPERTY OF THIS OFFICE. & WERE CREATED. EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON. FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT, ARCHITECTS, P A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED, 02010, ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. File Copy A301 12 s TOP OF BEAM ELEVATION 141 — — — @+20'-8" ABV FIN. FLOOR, 012 bQN. 3 OUTRIGGERS ON SIDE 008 005 ROOF PITCH 0- Ell COVERED OUTDOOR 005 ' I AREA IS 5:12 50 I ;n 12 ' 001 6 OL2nd FLOOR ELEVATION @+I1'4" ABV FIN. FLOOR - Q TOP OF BEAM ELEVATION --- @pBVFIN.FL00R — — — -- TOP OF BEAM ELEVATION @+9'-2" ABV FIN. FLOOR j I MIN. 3 OUTRIGGERS 008 [@ OUTDOOR 1 COLUMN BEYOND ON SIDE A302 ROOM ONLY @ COVERED DUE TO DIFFERENT OUTDOOR ROOM ROOF PITCH 005 005 FROM MAIN HOUSE I I I i I I I i II TOP OF BLAB ELEVATION @ 0'-0" — — -- — -- ..-- -- — — — - 002 v -a- A303 " TOP OF BEAM ELEVATION _ @+2V-8"ABV FIN. FLOOR i 2nd FLOOR ELEVATION Y @+1 l'A" ABV FIN. FLOOR 'J' TOP OF BEAM ELEVATION @+g'A" ABV FIN. FLOOR TOP OF BEAM ELEVATION @+91.2" ABV FIN, FLOOR 2 A301 TOP OF SLAB ELEVATION @ 0'-0" Y -------------------------- ®II`ii�o'iiii TOP OF BEAM ELEVATION @+20'-B" ABV FIN. FLOOR 2nd FLOOR ELEVATION @+11'-4" ABV FIN. FLOOR TOP OF BEAM ELEVATION @+9'-4" ABV FIN. FLOOR I 1 1 1 A301 I TOP OF SLAB ELEVATION @ 0'-0" GARAGE TOP OF SLAB ELEVATION @-0'-0" B,F.F. LEFT ELEVATION 1/4"=l'-O" MATERIAL LEGEND MARK MATERIAL MARK MATERIAL 001 5 V CRIMP METAL ROOF, NATURAL (GRAY) COLOR 011 DECORATIVE WALL SCONE LIGHT FIXTURE (SEE ELEVATIONS FOR MOUNTING HEIGHTS TO CENTER OF FIXTURE) 002 SMOOTH STUCCO WATERTABLE @ FRONT &'SIDES OF HOOF 012 NEW IMPACT RATED ALUMINUM WINDOW ONLY SEE DETAIL AS INDICATED (SEE WINDOW SCHEDULE) 003 SMOOTH PAINTED STUCCO FINISH @ FRONT OF HOUSE ONLY 013 IMPACT RATED ALUMINUM SLIDING GLASS DOOR (SEE DOOR SCHEDULE) 004 SMOOTH PAINTED STUCCO SIDING @ FRONT OF HOUSE ONLY 014 IMPACT RATED ALUMINUM FRENCH DOOR (SEE DOOR SCHEDULE) 005 TEXTURED PAINTED STUCCO FINISH @ SIDES & REAR OF 015 IMPACT RATED STEEL RAISED PANEL FRONT ENTRY DOOR w/ HOUSE ONLY SIDELIGHT(SEE DOOR SCHEDULE) 006 RAISED STUCCO BANDING (SEE DETAIL AS INDICATED) 016 IMPACT RATED STEEL RAISED PANEL GARAGE MAN DOOR (SEE DOOR SCHEDULE) 007 RAISED STUCCO SELL (SEE DETAIL AS INDICATED) Q17 IMPACT RATED STEEL RAISED PANEL GARAGE OVERHEAD DOOR (SEE DOOR SCHEDULE) 008 6"x6" FOAM CORE & SMOOTH STUCCO FINISH OUTRIGGER 018 A.C. COMPRESSOR SEE FLOOR PLAN ) EE TYPICAL WALL SECTIONS) 009 CUE MASONRY COLUMN & PIER w/ SMOOTH STUCCO FINISH & 0t9 VINYL VERTICAI, FAUX WINDOW SHUTTER (1/2 WIDTH OF DETAIL EE DETAIL AS INDICATED) 1116 WINDOW UNLESS NOTED OTHERWISE 010 42" HIGH WHITE POWDER COATED ALUMINUM GUARDRAIL (SEE FLOOR PLANS) 020 OUTDOOR RATED SHOWER HEAD & HOT/ COLD CONTROLS GENERAL ELEVATION NOTES: 1. ALL WINDOWS ON STRUCTURAL AND DOORS TO BE IMPACT RESISTANT AND MUST MEET DWG's. OR EXCEED CALCULATED WIND PRESSURES SHOWN 2. SEE STRUCTURAL 3. GENERAL START OF 4. COLOR OF DWG's FOR ALL REQUIRED WIND PRESSURES. CONTRACTOR TO VERIFY ALL MASONRY OPENINGS w/ ACTUAL CONSTRUCTION. WINDOW AND DOOR FRAMES ON ENTIRE HOUSE TO BE WHITE. WINDOW AND DOOR SHOP DRAWINGS PRIOR TO TOP OF BEAM ELEVATION @+20'-8" ABV FIN. FLOOR I 2nd FLOOR ELEVATION @+I l'-4° ABV FIN. FLOOR iv TOP OF BEAM ELEVATION Jlh @+g'A" ABV FIN. FLOOR TOP OF BEAM ELEVATION LW*H-L Hov nrv. rLVVK 2 I A302 I I TOP OF SLAB ELEVATION @ 0'-0" REAR ELEVATION 1 /4"=1'-O" REVISIONS BY DATE n PERMIT SETS ISSUED DWD 04.25,18 I I 1^1 nW ww W 1 H W Q � c O O C�4ri M 0 a CCU 14 cd "� CCd Z' 00 b a' r� Job No. 1306083 est - APR 2 5 2018 FL-001U05 FHtM AA003M ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STDFFT, ARCHITECTS, P A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE MUST BE NOTffIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. fig 2018. ALL RIGHTS RESERVED RANDALL STDFFT ARCHITECTS P A. File Cagy 302 TOP OF BEAM ELEVATION @+20'-B" ABV FIN. FLOOR I NOTE 5:12 ROOF PITCH AT OUTDOOR ROOM DOES NOT MATCH MAIN ROOF PITCH CONCRETE TIE BEAM & HURRICANE ANCHORS (SEE STRUCTURAL DWG's) 2nd FLOOR ELEVATION @+11'-4" ABV FIN. FLOOR TOP OF BEAM ELEVATION - _N @+91-4" ABV FIN. FLOOR OL TOP OF BEAM ELEVATION ABV FIN. FLOOR STUCCO 1 (SEE ELEVAI A302 I TOP OF SLAB - - ELEVATION @ 0'-0' 1st FLOOR EXTERIOR DOOR AND FRAME SCHEDULE DOOR FRAME SIZE Location Manufacturer Model ProductApproval# Approved Pressure RequiredPressure Color Notes Number Interior Exterior Door Size - PR WxH Interior Exterior 101 3'-0" x 8'-0" FIBERGLASS FIBERGLASS WOOD WOOD FOYER THERMA-TRU CORP. SMOOTH STAR SERIES FL#12334.7 +50.0 PSF/ -50.0 PSF +38.29 PSF/ -41.85 PSF WHITE RAISED PANEL, STEEL DOOR w/ 18" SIDELIGHT 102 18'-O" x 8'-0" ALUMINUM ALUMINUM ALUMINUM ALUMINUM GREAT ROOM LAWSON INDUSTRIES, INC. SGD9200 NOA# 17-1212.05 +56.7 SPF, -65.0 PSF +34.69 PSF, -38,24 PSF WHITE 6-PANEL BI-PARTING SLIDING 1 GLASS DOOR 103 2'-8" x 8'-0" FIBERGLASS FIBERGLASS WOOD WOOD GARAGE THERMA-TRU CORP. SMOOTH STAR SERIES FL#5891.5 +67.0 PSF/ -67.0 PSF +47.13 PSF/ -51.35 PSF WHITE RAISED PANEL, STEEL MAN DOOR 104 16'-0" x 8'-0" STEEL REINFORCED STEEL REINFORCED WOOD WOOD 2-CAR GARAGE DAB DOOR COMPANY, INC. MODEL 824/811 NOA# 15-0302.01 +48.0 PSF/ -52.0 PSF +35.01 PSF/ -42.28 PSF WHITE RAISED PANEL, OVERHEAD STEEL GARAGE DOOR 1st FLOOR INTERIOR DOOR AND FRAME SCHEDULE DOOR FRAME Location Remarks Number SIZE Type Door Size - PR WxH Material Type 110 2'-6" x 8'-0" PRE -HUNG, RAISED PANEL WOOD WOOD UNDER STAIR STORAGE 111 2'-8" x 8'-0" PRE -HUNG, RAISED PANEL WOOD WOOD MASTER BEDROOM ENTRY 112 2'-6" x 8'1 PRE -HUNG RAISED PANEL WOOD WOOD MASTER BATH ENTRY 113 2'-6" x V-0" PRE -HUNG, RAISED PANEL WOOD WOOD WATER CLOSET 114 2'-0" x 8'-0" PRE -HUNG RAISED PANEL WOOD WOOD MASTER LINEN 115 2'-8" x 8'-0" TO MATCH EXISTING WOOD WOOD MASTER W.I.C. ENTRY POCKET DOOR 116 1 PR 2'-6" x 8'1 TO MATCH EXISTING WOOD PRE HUNG MASTER CLOSET 117 2'-8" x 8'-0.1 PRE -HUNG, RAISED PANEL WOOD WOOD POWDER DOOR PROVIDES 29" CLEAR OPENING, SEE NOTE'E' ON COVER SHEET 118 2'1 x 8'-0" PRE -HUNG, RAISED PANEL WOOD WOOD UTILITY 119 2'-10" x 8'-0" PRE -HUNG, RAISED PANEL WOOD WOOD GARAGE 1st FLOOR WINDOW SCHEDULE Number Size Width Height Sill Height Head Height Frame Material Type Location Manufacturer Model ProductApproval# Approved Pressure RequiredPressure Color Notes Interior Exterior 101 5'4" &1 V-10" 8'-0" ALUMINUM ALUMINUM DBL-SINGLE HUNG BEDROOM #2/DEN LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +38.67 PSF, -49.59 PSF WHITE EGRESS WINDOW 102 2'-8" 6'-2" 1'-101, 8'-0" ALUMINUM ALUMINUM SINGLE HUNG MASTER BEDROOM LAWSON INDUSTRIES INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +36.88 PSF, -46.02 PSF WHITE EGRESS WINDOW 103 5'-0" 6'1 1'-10" 8'-0.1 ALUMINUM ALUMINUM FIXED MASTER BEDROOM LAWSON INDUSTRIES, INC. PW4200/6200 NOA# 17-1212.13 +68 PSF, -68 PSF +36.88 PSF -46.02 PSF WHITE 104 2'1 &1 1'-10" 8'-0.1 ALUMINUM ALUMINUM SINGLE HUNG MASTER BEDROOM LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +36.88 PSF, -46.02 PSF WHITE EGRESS WINDOW 106 2'-8" 6'-2" 1'-10" 8'1 ALUMINUM ALUMINUM SINGLE HUNG KITCHEN LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +38.88 PSF, -46.02 PSF WHITE EGRESS WINDOW 106 5'-0" 6'-2" 1'-70" 8'-0" ALUMINUM ALUMINUM FIXED KITCHEN L AWSON INDUSTRIES, INC. PW4200/6200 NOA# 17-1212.13 +68 PSF, -68 PSF +36.88 PSF, -46.02 PSF WHITE 107 2'-8" 6'-2" 1'-10" 8'-0" ALUMINUM ALUMINUM SINGLE HUNG KITCHEN LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +36.88 PSF, -46.02 PSF WHITE EGRESS WINDOW 108 5'-4" 1 4'-2" 1 3'-10" 8'-0.1 ALUMINUM ALUMINUM DBL-SINGLE HUNG BREAKFAST LAWSON INDUSTRIES INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +39.73 PSF, -43.28 PSF WHITE 109 5' 4" 5'-3" 2'-9" 8'-01, ALUMINUM ALUMINUM DBL-SINGLE HUNG GARAGE LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +g0 PSF, -80 PSF +38,08 PSF, 42.65 PSF WHITE ALUMINUM ALUMINUM DBL-SINGLE HUNG DINING ROOM LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +g0 PSF, -80 PSF +38.67 PSF/ 42.22PSF, WHITE j 2nd FLOOR WINDOW SCHEDULE Number Size Sill Height Head Height Frame Material Type Location Manufacturer Model ProductApproval# Approved Pressure RequiredPressure Color Notes Width Height Interior Exterior 201 6-4" 5'-3" 2'-9" 8'-0" ALUMINUM ALUMINUM DBL-SINGLE HUNG 2-STORY FOYER LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +42.65 PSF/-47.32 PSF WHITE 202 2'1 5'-3" 2'-9" 8'-0" ALUMINUM ALUMINUM SINGLE HUNG MAIN STAIR LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF - SF +40.89 PSF/ -54.03 PSF WHITE 203 2'-8" 2'-6" 5'-6" 8'-01, ALUMINUM ALUMINUM FIXED LOUNGE I AWSON INDUSTRIES, INC. PW4200/6200 NOA# 17-1212.13 +80 P , -80 PSF +41.96 PSF/ -59.19 PSF WHITE 204 6'1 5'-3" 2'-9" 8'-0" ALUMINUM ALUMINUM DBL-SINGLE HUNG LOUNGE LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +38.72 PSF/-49.70 PSF WHITE WHITE EGRESS WINDOW EGRESS WINDOW 205 &1 5'-3" 2'-9" 8'-0" ALUMINUM ALUMINUM DBL-SINGLE HUNG BEDROOM #3 LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +38.72 PSF/-42.27 PSF 206 2'-0" 2'-0" 6'-0" 8'-0" ALUMINUM ALUMINUM FIXED SHARED BATH LAWSON INDUSTRIES, INC. PW4200/6200 NOA# 17-1212.13 +68 PSF -68 PSF +41.96 PSF/-45.52 PSF WHITE 207 6'-2" 5'-3" 2'-9" 8'-0- ALUMINUM ALUMINUM DBL-SINGLE HUNQ BEDROOM #4 LAWSON INDUSTRIES, INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +38.72 PSF/ -49.70 PSF WHITE EGRESS WINDOW 208 2'-8" 5'-3" 2'-9" 8'-0" ALUMINUM ALUMINUM SINGLE HUNG BEDROOM #4 LAWSON INDUSTRIES INC. SH7700 NOA# 16-1003.01 +80 PSF, -80 PSF +40.53 PSF/ -44.46 PSF WHITE 5 V CRIMP METAL ROOF (SEE ELEVATIONS & TYPICAL WALL SECTIONS) SEE TYPICAL WALL SECTIONS FOR ROOF CONSTRUCTION DETAILS SEE TYPICAL WALL 12 SECTIONS FOR ROOF 8 INSULATION DETAILS CONCRETE BOND BEAM & HURRICANE ANCHORS (SEE STRUCTURAL DWG's) -------------- Z_ 2,-0' WOOD TRUSS FLOOR SYSTEM p,N, BEDROOM (SEE STRUCTURAL DWG's) ' ' ' #3 5 V CRIMP METAL ROOF zos Ell 2oa (SEE ELEVATIONS & �YPICAL WALL SECTIONS) M 512 OUTDOOR ROOM MONOLITHIC FOOTING & 4" CONCRETE SLAB ON GRADE w/ VAPOk BARRIER (SEE STRUCTURAL DWG's) KITCHEN ISLAND w/ CUSTOM BUILT-IN SEATING (SEE FLOOR PLAN) CEILING FIXTURE SHOWN FOR GRAPHIC PURPOSES ONLY �IlJ[[nSll 2-STORY - FOYER - - MONOLITHIC FOOTING & 4" CONCRETE SLAB ON GRADE w/ VAPOR BARRIER (SEE STRUCTURAL DWG's) TO Ej CONCRETE TIE BEAM/ /BOND BEAM & HURRICANE ANCHORS (SEE STRUCTURAL DWG's) FOAM & STUCCO 1/'_OUTRIGGER (SEE ELEVATIONS & TYPICAL WALL SECTIONS) OVERHANG @ TERRACE IS 2" LARGER DUE TO TIE BEAM LOCATION (SEE ROOF PLAN & ELEVATIONS) CMU COLUMN w STUCCO FINISH & DETAILING (SEE ELEVATIONS) 5 V C STUCCO SILL & (SEE WINDOW BAND TYPP (SEE ELEVATIONS) 0UM111 UMiFUL i SEE ATRNS & \ LE TIO S) 12 �� 0 8 (5 I r I LEMWI�1�1 7w � w i i E �w a i Effewn: i i STUCCO WATER TABLE (SEE ELEVATIONS) l it m TOP OF BEAM ELEVATION @+20'-8" ABV FIN. FLOOR I P METAL ROOF VATIONS & WALL SECTIONS) STUCCO 3ER =VATIONS & WALL SECTIONS) 2nd FLOOR ELEVATION @+11'-V ABV FIN. FLOOR I TOP OF BEAM ELEVATION _ - - @+9'-4" ABV FIN. FLOOR I .-WALL LIGHT SCONCE (SEE ELEVATIONS) 1 w A301 I . Srucco WATER TABLE (SEE EL EVATIONS) TOP OF ELEVATION Q 0'-0" �- - GARAGE TOP OF SLAB rL ELEVATION @ -M' B.F.F. qV BUILDING SECTION A -A 1/4"=l'-O" 0 t� LO N qq iUj A U) G a C1__ REVISIONS BY .DATE QPERMIT SETS ISSUED DWD 04.25.18 W O � Q ' CJ� W V W QUO M t-a I 1-1 N Cd Cd ]� V U rij Job No.1306083 APR 2 5 2018 FL-00W05 FIRM AAW3379 ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STEER ARCHITECTS, P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB, & THIS OFFICE. MUST BE NOTIFIED. OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEOUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING NTH FABRICATION ON ITEMS SO NOTED 02018. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. AFi 1 �" , LINE OF ROOF OVERHANG MAS S ".. BEDROOM 74 S WLp 9'-4" C.H. O AIR HANDLING UINT s IN ATTIC SPACE �J HUNG FROM ROOF TRUSSES (EXACT LOCATION TO BE DETERMINED IN FIELD) 9'-4„ ° LINE OF 9' 4" C.H. ROOF OVERHANG NEW 22"x36" ATTIC II 1 ACCESS HATCH, COORDINATE FINAL LOCATION W.I. W/ TRUSS PLACEMENT O EXF MASTER PaAn 9'1C.H. x; PROVIDE A MIN. OF (3), OUTRIGGERS ° @ FRONT SIDE OF HOUSE VP IIE STUCCO SOFFIT (SEE TYPICAL WALL SECTIONS) 3'-0" MAX. LINE OF ROOF OVERHANG STUCCO SOFFIT TEXTURED LINE OF (SEE TYPICAL STUCCO CEILING ROOF OVERHANG WALL SECTIONS) GOV'D OUTDOOR ENTERTAINING x 28, 0" 9'-0" C.H. 9'-4" C.H. O 0 LINE OF ROOF OVERHANG O-4" C.H. O 1— LINE OF UREAT I ---- I 9, H 2nd FLOOR ABOVE LINE OF OO,( 2nd FLOOR ABOVE E 7p.�1 .n.6" x Ir'-tU P�, KITCHFIl ta'-tu^ Q O r ® FLAT HEADER 8'-0" A.F.F. smcu------- ----- 9'-4" C.H. ; 9'-4" C.H. O O O u-- ---- --- I EXF L -- - --- --- ---- FOYEtt O — --_ o x i e --- O p - -- 9'-4" C.H. CF SDCFI ' ° 9'1 C.H. e O NQ 9'-4" C.H. 9-4" C.H. �V TEXTURED ' _ STUCCO CEILING 6"x6" FOAM & SMOOTH STUCCO OUTRIGGER (SEE ELEVATIONS) FLAT HEADER BOTTOM @ 9'-6" A.F.F. (TYP. OF 2 SEE ELEVATIONS) STUCCO SOFFIT (SEE TYPICAL WALL SECTIONS) F 22"x54" ATTIC ACCESS HATCH, 1NATE FINAL LOCATION w/ TRUSS PLACEMENT 2-CAR GARAGE!— 29 -0" x. 20'..0" 9'-4" C.H. I, A - STUCCO SOFFIT (SEE TYPICAL WALL SECTIONS) LINE OF ROOF OVERHANG PROVIDE A MIN. OF (3), OUTRIGGERS @ FRONT SIDE OF HOUSE 3'-0" MAX. 6"w' FOAM & SMOOTH LINE OF STUCCO OUTRIGGER ROOF OVERHANG (SEE ELEVATIONS) 1st FLOOR REFLECTED CEILING PLAN 1 /4"= V-0" co REVISIONS BY DATE r— Q PERMIT SETS ISSUED DWD 04.25A8 cl 1 :eic 0 N 1 � O i s ''WA V+ z c rol 1. 111 ai Fill. VIVO ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, 8 THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E STOFFT, ARCHITECTS, PA. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DINERS IONS.CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS A CONDITIONS ON THE LOS, & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. 0201 B. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P A. File C. A401 F 2nd FLOOR REFLECTED CEILING PLAN 1/4"=1'-0" co TOM Lc I Y N I O N W N a REVISIONS BY QPERMIT SETS ISSUED DWD i 1 1 APR 2 5 2018 171 _11/ lllnc L'S I,X A A THEPROPERTYOFTHISOFFICEE WERECRC EVOLVED, SPECIFIED DEVELOPED FOR USE ON, 81N OC WITH THE RANG PROJARRANGEMENTS, OR NONE OF SUC ALL OR IGNSDISCLOSED ANY PE SO PLANS SHALL FOR DISCLOSED TO ANY PERSON, FIRM, OR CC PER ISSIONNY OF OSE WHATSOEVER WITHOUT PERMISSION OF RANDALL THESE DR ARCHIT WINGS WRITTEN DIMENSIONS ON THESE DIMENSIONS CS PRECEDENCE OVER SCALE DIMENSIONS. L SHALL VERIFY 8 BE RESPONSIBLE FOR ALL 0 CONDITIONS ON THE JOB, &THIS OFFICE MUE OF ANY VARIATIONS FROM THE DIMENSIONS CONDITIONS SHOWN BY THESE DRAWINGS. S OFADEQUATE SCALE MUST BESUBMITTED FOR APPROVAL BEFORE PROCEEDING WITH I ONITEMS 80 NOTED.©ALL RIGHTS RE: RANDALL STOFfT ARCHITECTS TS P.A. REVISIONS BY DATE QPERMIT SETS ISSUED DWD 04.25.16 TYPICAL OUTRIGGER DETAIL 3"=1' 0" 5 V CRIMP METAL ROOF ATTACHED PER LATEST FLORIDA NOA OR PRODUCT APPROVAL OVER 30# BUILDING FELT, TIN -TAGGED TO APA 40/20, 19/32" EXPOSURE 1 PLYWOOD ROOF SHEATHING UPLIFT & LATERAL HURRICANE STRAPPING (SEE STRUCTURAL DWG's) 1 OR 2 COURSES OF BOND BEAM (SEE STRUCTURAL DWG's) TOP OF BEAM (T.O.B.) _ VARIES, SEE ELEVATIONS PAINTED ALUMINUM DRIP EDGE FLASHING OVER P.T. 1 x 2 OVER 1 x 6 PAINTED WOOD COMPOSITE DECORATIVE FASCIA OVER PAINTED 2 x 4 WOOD SUB -FASCIA MIN. 1 /4" HI -RIB METAL LATHE & STUCCO NON -VENTED SOFFIT 6" WIDE x 6" DEEP —� FOAM OUTRIGGER (SEE DETAIL #3/ SHEET A501) 5/ 8" SMOOTH STUCCO OR STUCCO SIDING (FRONT ONLY) OR 5/8" LIGHT TEXTURED STUCCO (RIGHT. LEFT & REAR ONLY) FINISH ON 8" CMU OR MASONRY (SEE ELEVATIONS & STRUCTURAL DWG's) a m INSULATION NOTES: 1. ALL INSULATION TO COMPLY w/ R302.10 FOR FLAME SPREAD & SMOKE DEVELOPED INDEX. 2. FLAME SPREAD INDEX NOT TO EXCEED 25. 3. SMOKE DEVELOPED INDEX NOT TO EXCEED 450. INTERIOR WALL & CEILING FINISH NOTES: 1. ALL INTERIOR WALL & CEILING FINISHES TO COMPLY w/ R302.9 FOR FLAME SPREAD & SMOKE DEVELOPED INDEX. 2. FLAME SPREAD INDEX NOT TO EXCEED 200. 3. SMOKE DEVELOPED INDEX NOT TO EXCEED 450. SEE STRUCTURAL DWG's FOR ALL STRUCTURAL DETAILS 2'-0" TYP. OVERHANG 12 6 SEE CEILIN A*A DETAS FOR CALLDCEIL GG 5 V CRIMP METAL ROOF ATTACHED PER LATEST FLORIDA NOA OR PRODUCT APPROVAL OVER 30# BUILDING FELT, TIN -TAGGED TO APA 40/20, 19/32" EXPOSURE 1 PLYWOOD ROOF SHEATHING UPLIFT & LATERAL HURRICANE STRAP ING (SEE STRUCTURAL WG's) 1 OR 2 COURSES O BOND BEAM (SEE STRUCTURAL ITWG's) PAINTED ALUMINUM( TOP OF BOND BEAMOF BOND BEAM _DRIP EDGE-FLASHJq VIER_- 9'-4" A.F.F. P.T. 1 x 2 OVER 1 x 6 PAINTED WOOD COMPOSITE DECORATIVE FASCI OVER PAINTED 2 x 4 WOO SUB -FASCIA MIN. 1/4" DRIP — 2'-0" HI -RIB METAL LATHE & TYP. OVERHANG STUCCO NON -VENTED SOFFIT 6" WIDE x 6" DEEP FOAM OUTRIGGER (SEE DETAIL #3/ SHEET A501) 5/ 8" SMOOTH STUCCO (FRONT ONLY) OR 5/8" LIGHT TEXTURED STUCCO (RIGHT, LEFT & REAR ONLY) FINISH ON 8" CMU OR MASONRY (SEE ELEVATIONS & STRUCTURAL DWG's) 1-1/2" SLAB RECESS (SEE STRUCTURAL DWG's) GRADE SLOPED AWAY FROM STRUCTURE I \ FINISH FLOOR @ EL. +0'-0" A.F.F. [SEE STRUCTURAL DWG's FOR ALL STRUCTURAL DETAILS MONOLITHIC FOOTING (SEE FOUNDATION PLAN) SEE STRUCTURAL DWG's FOR ALL STRUCTURAL DETAILS 12 \ 6 '' ^I Y/ N I "It SUCRASEAL (OR APPROVED EQUAL) O SPRAY FOAM INSULATION SYSTEM APPLIED PER MANUFACTURER SPEC'S TO ACHIEVE A MIN. R-20 VALUE FOR A COMPLETELY SEALED MOISTURE & AIR BARRIER. W (SEE INSULATION NOTES, THIS SHEET) 'A r WOOD ROOF TRUSSES @ �GN I.f. 24" O.C., MAX. W (SEE TRUSS LAYOUT & 0. ENGINEERING) 1x4 WOOD RATRUNS (SEE STRUCTURAL DWG's) 1/2" GYP. BD. CEILING w/ TEXTURED FINISH ATTACHED TO UNDERSIDE OF ROOF TRUSSES (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) P.T. 1x3 WOOD CONTINUOUS FIRESTOP P.T. 1x2 WOOD FURRING @ 24" O/C 1/2" GYP. WALL BD. w/ TEXTURED FINISH (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) MIN, R4.1 FOIL WALL INSULATION, (VERIFY w/ ENERGY CALCULATIONS) (SEE INSULATION NOTES, THIS SHEET) TYPICAL EAVE DETAIL 1-1 /2"=1'-0" SUCRASEAL (OR APPROVED EQUAL) SPRAY FOAM INSULATION SYSTEM APPLIED PER MANUFACTURER SPECIE; TO ACHIEVE A MIN. R-20 VALUE FOR A COMPLETELY SEALED MOISTURE & AIR BARRIER. (SEE INSULATION NOTES, THIS SHEET) 7, 1 WOOD ROOF TRUSSES @ 24" O.C., MAX. (SEE TRUSS LAYOUT & ENGINEERING) �-1x4 WOOD RATRUNS (SEE STRUCTURAL DWG's) 1/2" GYP. BD. CEILING w/ 2 TEXTURED FINISH A501 ATTACHED TO UNDERSIDE OF ROOF TRUSSES (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) P.T. 1x3 WOOD CONTINUOUS SEE REFLECTED CEILING FIRESTOP PLANS FOR ALL CEILING DETAILS 112" GYP. WALL BD. w/ TEXTURED FINISH (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) P.T. 1x2 WOOD FURRING @ 24" O/C MIN. R4.1 FOIL WALL INSULATION, (VERIFY w/ ENERGY CALCULATIONS) (SEE INSULATION NOTES, THIS SHEET) 4" CONCRETE FLOOR SLAB ON GRADE (SEE STRUCTURAL DWG's) • r r 'y. r o 6 MIL VAPOR BARRIER OVER TERMITE TREATED WELL COMPACTED CLEAN FILL (SEE STRUCTURAL DWG's) -III—III—III III —III —III - THIS WALL SECTION PERTAINS TO FRONT, RIGHT, SEE STRUCTURAL LEFT, & REAR ELEVATIONS DWG's 1-STORY WALL SECTION 3/4"=1'-0" &1111� O U 3-t J ,1 CT3 al F ci ra �. m ALL IDEAS. DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, 8 THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WITH THE SPECIFIED PROJECT NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY. OR DISCLOSED TO ANY PERSON. FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E STOFFT, ARCHITECTS, P.A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE 308. & THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE 01MENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WIT H FABRICATION ON ITEMS SO NOTED. 02018. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. File co - I.. A5_ U 2'-0" OVERHANG SEE STRUCTURAL DWG's FOR ALL STRUCTURAL DETAILS 12 6 2 A501 SEE REFLECTED CEILING PLANS FOR ALL CEILING DETAILS SEE STRUCTURAL DWG's SUCRASEAL (OR APPROVED EQUAL) SPRAY FOAM INSULATION SYSTEM APPLIED PER MANUFACTURER SPEC's TO ACHIEVE A MIN. R-20 VALUE FOR A COMPLETELY SEALED MOISTURE & AIR BARRIER. (SEE INSULATION NOTES, THIS SHEET) —WOOD ROOF TRUSSES @ 24" O.C., MAX. (SEE TRUSS LAYOUT & ENGINEERING) —1x4 WOOD RATRUNS (SEE STRUCTURAL DWG's) —1/2" GYP. BD. CEILING w/ TEXTURED FINISH ATTACHED TO UNDERSIDE OF ROOF TRUSSES (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) P.T. 1x3 WOOD CONTINUOUS FIRESTOP —1/2" GYP. WALL BD. w/ TEXTURED FINISH (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) —P.T. 1x2 WOOD FURRING @ 24" O/C —MIN. R4.1 FOIL WALL INSULATION, (VERIFY w/ ENERGY CALCULATIONS) (SEE INSULATION NOTES, THIS SHEET) WOOD FLOOR TRUSSES @ 24" O.C., MAX. DESIGNED BY REGISTERED FLORIDA ENGINEER (SEE FLOOR FRAMING PLAN) 314" EXP 1 STRUCTURAL 1 PLYWOOD SHEATHING, ATTACH w/ GLUE & 10D RING SHANK NAILS @ 4" O.C. @ PANEL EDGES AND 6" O.C. IN THE FIELD 2x4 BLOCKING @ ALL PLYWOOD SEAMS a —1/2" GYP. BD. CEILING w/ TEXTURED FINISH ATTACHED TO UNDERSIDE OF ROOF TRUSSES (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) P.T. 1x3 WOOD CONTINUOUS FIRESTOP —1/2" GYP. WALL BD, w/ TEXTURED FINISH (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) P.T. 1x2 WOOD FURRING @ 24" O/C MIN. R4.1 FOIL WALL INSULATION, (VERIFY w/ ENERGY CALCULATIONS) (SEE INSULATION NOTES, THIS SHEET) 4" CONCRETE FLOOR SLAB ON GRADE (SEE STRUCTURAL DWG's) 6 MIL VAPOR BARRIER OVER TERMITE TREATED WELL COMPACTED CLEAN FILL (SEE STRUCTURAL DWG's) INSULATION NOTES: 1. ALL INSULATION TO COMPLY w/ R302.10 FOR FLAME SPREAD & SMOKE DEVELOPED INDEX. 2. FLAME SPREAD INDEX NOT TO EXCEED 25. 3. SMOKE DEVELOPED INDEX NOT TO EXCEED 450. INTERIOR WALL & CEILING FINISH NOI 1. ALL INTERIOR WALL & CEILING FINISHES TO COM FOR FLAME SPREAD & SMOKE DEVELOPED INDEX. 2. FLAME SPREAD INDEX NOT TO EXCEED 200. 3. SMOKE DEVELOPED INDEX NOT TO EXCEED 450. I THIS WALL SECTION PERTAINS TO FRONT ELEVATION ONLY 2-STORY WALL SECTION 3/4"=1'-0" 5 V CRIMP METAL ROOF ATTACHED PER LATEST FLORIDA NOA OR PRODUCT APPROVAL OVER 30# BUILDING FELT, TIN -TAGGED TO APA 40/20, 19/32" EXPOSURE 1 PLYWOOD ROOF SHEATHING UPLIFT & LATERAL HURRICANE STRAP NG (SEE STRUCTURAL WG's) 1 OR 2 COURSES O BOND BEAM J (SEE STRUCTURAL WWG's) TOP OF BOND BEAM 2ANTED ALUMINUMI — — -- -- 20'-8" A.F.F. DRIP EDGE FLASHING OVER P.T. 1 x 2 OVER 1 x 6 AINTED 91, WOOD COMPOSITE DECORATIVE FASCI OVER PAINTED 2 x 4 WOO SUB -FASCIA MIN. 1/4" DRIP HI -RIB METAL LATHE & STUCCO NON -VENTED SOFFIT 6" WIDE x 6" DEEP FOAM OUTRIGGER (SEE DETAIL #3/ SHEET A501) Y w 5/8" LIGHT TEXTURED STUCCO (RIGHT, LEFT &REAR ONLY) FINISH ON 8" CMU OR MASONRY (SEE ELEVATIONS & STRUCTURAL DWG's) SEE STRUCTURAL DWG's FOR ALL STRUCTURAL DETAILS 12 \ 6 HURRICANE ANCHOR (SEE STRUCTURAL DWG's) INTERMEDIATE TIE BEAM (SEE STRUCTURAL DWG's) 2'-0" TYP. OVERHANG I 2nd FLOOR (T.O.S.) ---------------------------------- @ EL. +11'-4" A.F.F. o I 2x BLOCKING BETWEEN TRUSSES, iv (SEE STRUCTURAL DWG's) TOP OF BOND BEAM -------------------------------- @ EL. +9'-4" A.F.F. - CONNECTION DETAILS PERPENDICULAR & PARALLEL TO FLOOR TRUSSES (SEE STRUCTURAL DWG's) 5/8" LIGHT TEXTURED STUCCO BHT, LEFT &REAR ONLY) FINIf;H ON 8" CMU OR MASONRY (SEE ELEVATIONS & STRUCTURAL DWG's) a • N SEE REFLECTED CEILING PLANS FOR ALL CEILING DETAILS 1-1/2" SLAB RECESS (SEE STRUCTURAL DWG's) GRADE SLOPED AWAY FROM STRUCTURE FINISH FLOOR @EL.+0'-0"A.F.F.--------------- ao ' II -III -III -III q III SEE STRUCTURALIII— DWG'6 FOR ALL — STRUCTURAL DETAILS _ III- -�� MONOLITHIC FOOTING (SEE FOUNDATION PLAN) SEE STRUCTURAL DWG's SUCRASEAL (OR APPROVED EQUAL) SPRAY FOAM INSULATION SYSTEM APPLIED PER MANUFACTURER SPEC's TO ACHIEVE A MIN. R-20 VALUE FOR A COMPLETELY SEALED MOISTURE & AIR BARRIER. (SEE INSULATION NOTES, THIS SHEET) WOOD ROOF TRUSSES @ 24" O.C., MAX. (SEE TRUSS LAYOUT & ENGINEERING) 1x4 WOOD RATRUNS (SEE STRUCTURAL DWG's) 1/2" GYP. BD. CEILING w/ TEXTURED FINISH ATTACHED TO UNDERSIDE OF ROOF TRUSSES (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) P.T. 1x3 WOOD CONTINUOUS FIRESTOP 1/2" GYP. WALL BD. w/ TEXTURED FINISH (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) P.T. 1x2 WOOD FURRING @ 24" O/C MIN, R4.1 FOIL WALL INSULATION, (VERIFY w/ ENERGY CALCULATIONS) (SEE INSULATION NOTES, THIS SHEET) WOOD FLOOR TRUSSES @ 24" O.C., MAX. DESIGNED BY REGISTERED FLORIDA ENGINEER (SEE FLOOR FRAMING PLAN) 3/4" EXP 1 STRUCTURAL 1 PLYWOOD SHEATHING, ATTACH w/ GLUE & IOD RING SHANK NAILS @ 4" O.C. @ PANEL EDGES AND 6" O.C. IN THE FIELD —2x4 BLOCKING @ ALL PLYWOOD SEAMS 1/2" GYP. BD. CEILING w/ TEXTURED FINISH ATTACHED TO UNDERSIDE OF ROOF TRUSSES (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) P.T. 1x3 WOOD CONTINUOUS FIRESTOP 1/2" GYP. WALL BD. w/ TEXTURED FINISH (SEE INTERIOR WALL & CEILING FINISH NOTES, THIS SHEET) P.T. tx2 WOOD FURRING @ 24" O/C MIN. R4.1 FOIL WALL INSULATION, (VERIFY w/ ENERGY CALCULATIONS) (SEE INSULATION NOTES, THIS SHEET) 4" CONCRETE FLOOR SLAB ON GRADE (SEE STRUCTURAL DWG's) —6 MIL VAPOR BARRIER OVER TERMITE TREATED WELL COMPACTED CLEAN FILL (SEE STRUCTURAL DWG's) THIS WALL SECTION PERTAINS TO RIGHT, LEFT, & REAR ELEVATIONS 2-STORY WALL SECTION 3/4"=V.0" REVISIONS BY DATE a QPERMIT SETS ISSUED DWD 04.25.18 c d P4 womad Ill Nj 6" MlNOTES: Ill 6" MIN. OVERLAP 1. CAULKING, SEALANT, ADHESIVE, OR GASKET SEALS WINDOW FRAMING AND WALL JOINTS TO FORM AIR BARRIER. 2. THESE PRINCIPLES ARE ALSO MOISTU BARRIER APPLICABLE TO DOOR OVERLAPP O DIRECT WEATHERPROOFING. MOISTURE AWA OM STRUCTURE/FRAMI IN. HEAD CASING/ TRIM 6" MIN. FOLDED OR WINDOW UNIT SOLDERED SILL FLASHING JAMB CASING/ TRIM SILL (SLOPED TOP) OVERHANGS APRON +/- 1" WOE DDOO W nWA7 E1FRPROO RN0 1. ALL WINDOWS & EXTERIOR DOORS SHALL BE DESIGNED & INSTALLED TO WITHSTAND 170 MPH WIND LOADS AS REQUIRED BY THE 2014 FBC-BUILDING AND ALL APPLICABLE CODES. 2. GENERAL CONTRACTOR TO VERIFY MASONRY OPENINGS REQUIRED WITH WINDOW & DOOR SPECIFICATIONS PRIOR TO START OF CONSTRUCTION. 3. ALL EXTERIOR WINDOW & DOOR GLAZING TO BE TINTED TO REDUCE SOLAR HEAT GAIN. 4. ALL WINDOWS & EXTERIOR DOOR GLAZING TO HAVE A MINIMUM SOLAR HEAT GAIN COEFFICIENT (SHGC) AND 'U'FACTOR VALUES AS INDICATED IN THE ENERGY CALCULATIONS. 5. G.C. SHALL SUBMIT ALL REQUIRED ENGINEERED SHOP DRAWINGS AND DOCUMENTED WINDOW AND DOOR TESTING SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE ARCHITECT. 6. SEE FLOOR PLANS FOR WINDOW & DOOR LOCATIONS AND NUMBERS. 7. ALL WINDOWS & DOORS SHALL BE MANUFACTURED TO PROVIDE ALL JOINING MATERIALS AND NECESSARY INSTALLATION ACCESSORIES AS REQUIRED PER WINDOW OR DOOR DESIGN TO MEET CODE FOR WIND LOADS & WATER INTRUSION. 8. SEE BUILDING ELEVATIONS AND DOOR/ WINDOW SCHEDULES FOR HEAD HEIGHTS, MUNTIN BAR PATTERNS, AND OVERALL CONFIGURATION. 9. WINDOWS DIRECTLY IN FRONT OF WATER CLOSETS, TUBS, OR SHOWERS TO HAVE WINDOW TREATMENTS AS DETERMINED BY THE GC/ OWNER/ INTERIOR DESIGNER FOR MAXIMUM PRIVACY. EXTER OR @n WDDOOW o DOOR GENERAL NOTES 8 CASING BY G.C. lX6 P.T. NAILER DRYWALL SEE r 12"MINIMUM• I STUCCO FINISH (SEE ELEVATIONS) FILLED CELL OR POURED COLUMN (SEE STRUCTURAL DWG's) DOOR R OO UTEW N0 JAMB DD ETAJL STUCCO FINISH (SEE ELEVATIONS) TREMCO 250 FLUID APLLIED WATERPROOFING AROUND PERIMETER OF ALL DOOR BUCKS. MEMBRANE TO EXTEND 12" MIN. FROM HEADER, JAMBS AND SILL ON BOTH SIDES,TYPICAL. STUCCO SURROUND & RETURN (SEE ELEVATIONS) IMPACT RATED SLIDING DOOR INSTALL PER — PRODUCT APPROVAL CASING BY G.C. 1X6 P.T. NAILER (DRYWALL SEE 12" MINIMUM• lX4 P.T. BUCK W/ 1/4" DIA. x 1-3/4" EMBED. @ 12" O.C., 6" E.E PROVIDE 2-1/4" MASONRY EDGE DISTANCE JAMB EXTENSION AS NEEDED ATTACH DOOR FRAME PER LATEST NOA PRODUCT APPROVALS IMPACT RATED EXTERIOR DOOR (NOT FRENCH) PER LATEST NOA PRODUCT APPROVAL STONE OR BRICK THRESHOLD STUCCO RETURN TREMCO 250 FLUID APLLIED WATERPROOFING AROUND PERIMETER OF ALL DOOR BUCKS. MEMBRANE TO EXTEND 12" MIN. FROM HEADER, JAMBS AND SILL ON BOTH SIDES,TYPICAL. WOOD STUD PARTITION w/ GYPSUM WALLBOARD (SEE DETAIL SHEET) BLOCKING AS REQUIRED PROVIDE SHIMS AS REQUIRED WOOD CASING, PAINT GRADE (VERIFY w/ G.C.) PRE -HUNG WOOD DOOR FRAME DOOR STOP WOOD DOOR (SEE FLOOR PLAN) NOTES: 1.VERIFY wl OWNER IF SOUND INSULATION WILL BE REQUIRED. 2. VERIFY HINGE SIDE w/ FLOOR PLAN. DOOR STOP NOTES: 1.VERIFY w/ G.C. IF SOUND INSULATION WILL BE REQUIRED. 2. VERIFY HINGE SIDE w/ FLOOR PLAN. *CAULK AS REQUIRED 1Y2"=l'-O" *CAULK AS REQUIRED L `1TVF. MVEMOR DOOR HIE -AD DOTAL M/ -rvp° w4imm DOOp jmo DETAIL CMU WALL OVER PRECAST INDICATES SKIM COAT PRECAST LINTEL OR LINTEL OR POURED CONC.— POURED BEAM BEAM, SEE STRUCT. PLASTER w/ SMOOTH (SEE STRUCTURAL FINISH DWG's) 2X6 P.T. BUCK W/ Y4" STUCCO FINISH _ TAPCONS W/ WASHERS 1Y4' (SEE ELEVATIONS) DRYWALL SEE STUCCO FINISH EMBED @ 8" O.C. MAX, 2" WALL SECTIONS (SEE ELEVATIONS) FROM CORNER STUCCO SURROUND Z 1X6 P.T. NAILER (SEE ELEVATIONS) •• TREMCO 250 FLUID APLLIED ° 3Yd° CORNER BEAD WATERPROOFING AROUND CASING BY G C PERIMETER OF ALL DOOR L STUCCO FINISH \ (SEE ELEVATIONS) FILLED CELL OR POURED COLUMN (SEE STRUCTURAL DWG's) *CAULK AS REQUIRED BUCKS. MEMBRANE TO DRIP KERF IN a BTE EXTEND 12" MIN. FROM JAMB EXTENSION AS NEEDED STUCCO RETURN STANDARD 2" TRACK, STUCCO SURROUND TORSION SPRING HEADER, JAMBS AND SILL ON BOTH SIDES,TYPICAL. 1X4 P.T. BUCK WI 1/4" (SEE ELEVATIONS) OPERATED O.H. GARAGE DOOR. DIA. x 1-3/4" EMBED. @ WD. MOULD OVER STUCCO SURROUND & 12" O.C., 6" E.E. 1X6 SMOOTH STEEL INSULATED IMPACT RETURN PROVIDE 2-1/4" MASONRY EDGE CEDAR BD. OVER RATED OVERHEAD DOOR, 'IX PT. FURRING INSTALL PER PRODUCT (SEE ELEVATIONS) DISTANCE APPROVAL TREMCO 250 FLUID APLLIED WATERPROOFING AROUND PERIMETER OF ALL DOOR BUCKS. MEMBRANE TO EXTEND 12" MIN. FROM HEADER, JAMBS Y4'=l'-O" AND SILL ON BOTH SIDES,TYPICAL. 1Y2"=1'-0" *CAULK AS REQUIRED Q GARAGE DOOR mEAD DETmL I L TYPICAL Mn ONDDOW HEAD DETML 1X4 P.T. BUCK W/ 1/4" DIA. x 1-3/4" EMBED. @ 12" O.C., 6" E.E. INDICATES SKIM COAT PLASTER w/ SMOOTH FINISH PROVIDE 2-1/4" MASONRY EDGE DISTANCE 2X6 P.T. BUCK W/ Y4' TAPCONS W/ WASHERS 1)/4" EMBED @ 8" O.C. MAX, 2" FROM CORNER JAMB EXTENSION AS NEEDED IMPACT RATED SLIDING 2" RECESS IN CONCRETE DOOR INSTALL PER PRODUCT APPROVAL STEEL INSULATED IMPACT RATED - - - OVERHEAD DOOR, W INSTALL PER PRODUCT APPROVAL ~ P N WD. MOULD OVER 1X6 SMOOTH CEDAR BD. OVER 1X PT. FURRING STONE OR BRICK TREMCO 250 FLUID APLLIED THRESHOLD WATERPROOFING AROUND PERIMETER OF TREMCO 250 FLUID APLLIED ALL DOOR BUCKS. MEMBRANE TO EXTEND WATERPROOFING AROUND 12" MIN. FROM HEADER, JAMBS AND SILL _ PERIMETER OF ALL DOOR ON BOTH SIDES,TYPICAL. CASING BY G_C. 1X6 P.T. NAILER DRYWALL SEE 12" MINIMUM' BUCKS. MEMBRANE TO STUCCO FINISH STUCCO RETURN LSTUCCO FINISH EXTEND 12" MIN. FROM (SEE ELEVATIONS) (SEE ELEVATIONS) (SEE ELEVATIONS) HEADER, JAMBS AND SILL ON CORNER BEAD BOTH SIDES,TYPICAL. FILLED CELL OR POURED STUCCO SURROUND FILLED CELL OR POURED STUCCO SURROUND & COLUMN (SEE ELEVATIONS) COLUMN RETURN (SEE STRUCTURAL DWG's) (SEE STRUCTURAL DWG's) (SEE ELEVATIONS) 1Y2"=l'-0" *CAULK AS REQUIRED 1Y2"=l'-O" *CAULK AS REQUIRED SUO M GLASS DOOR OOR JAMB DD ETA�L p GARAGE DOOR p JAMB DD ETA�L r, �TVMCALMHDOWJAMBDETAHL SLIDING GLASS ALUMINUM DOOR SILL RISER SLIDING GLASS DOOR (SEE MFG. SPEC's) (SEE DOOR SCHEDULE) *ADJUST FINISH FLOOR AS NECESSARY TO FINISH OUT FLUSH PER ATTACHMENT PER w/ SLIDING GLASS DOOR SILL — MFG. SPEC's RISER EXTERIOR FLOOR FINISH CONCRETE FLOOR SLAB (SEE FLOOR PLAN) (SEE STRUCTURAL DWG's) v ° ° n 8 CONCRETE FLOOR SLAB *CAULK AS REQUIRED SLUG CLASS DOOR S9LL DDETAOL MOULD & 1X6 SMOOTH CEDAR BD. STUCCO SURROUND BEYOND (SEE ELEVATIONS) STUCCO RETRUN DRIVEWAY PAVERS (VERIFY w/ G.C.) INDICATES CONCRETE SLAB (SEE STRUCTURAL DWG's) STEEL INSULATED IMPACT RATED OVERHEAD DOOR, INSTALL PER PRODUCT APPROVAL *CAULK AS REQUIRED G� GARAGE DOOR MLL DESf AFL WOOD CASING, PAINT GRADE (VERIFY w/ G.C.) PROVIDE SHIMS AS REQUIRED WOOD STUD PARTITION w/ GYPSUM WALLBOARD (SEE DETAIL SHEET) BLOCKING AS REQ'D PRE -HUNG WOOD DOORFRAME WOOD DOOR (SEE DOOR SCHEDULE) WOOD DOOR (SEE DOOR SCHEDULE) WOOD CASING, PAINT GRADE (VERIFY w/ G.C.) PRE -HUNG WOOD DOOR FRAME DOOR STOP BEYOND FINISH FLOOR VARIES BY ROOM (VERIFY SPEC's w/ G.C.) CONCRETE FLOOR SLAB (SEE FOUNDATION PLAN) NOTES: 1.VERIFY w/ G.C. IF SOUND INSULATION WILL BE REQUIRED. 2. VERIFY HINGE SIDE w/ FLOOR PLAN. lY2"=l'-0" *CAULK AS REQUIRED C,I 1TYP, WT EMOR DOORTHRESHOLD LDD DETAL co REMIONS BY DATE r IIAI PERMIT SETS ISSUED DWD 1 04.25, 18 IY2"=l'-O" D PRECAST LINTEL OR PRECAST LINTEL OR POURED BEAM POURED BEAM (SEE STRUCTURAL DWG's) (SEE STRUCTURAL DWG's) STUCCO FINISH _ (SEE ELEVATIONS) L • C, DRYWALL SEE TREMCO 250 FLUID APLLIED ° DRYWALL SEE WALL SECTIONS WATERPROOFING AROUND WALL SECTIONS PERIMETER OF ALL DOOR lX6 P.T. NAILER BUCKS. MEMBRANE TO •N 1X6 P.T. NAILER EXTEND 12" MIN. FROM HEADER, JAMBS AND SILL ON CASING BY G.C. BOTH SIDES,TYPICAL. CASING BY G.C. B JAMB EXTENSION AS NEEDED lX4 P.T. BUCK W/ Y4" TAPCONS 1X4 P.T. BUCK W/ 1/4" DIA. x 1Y4' EMBED @ 8" O.C. MAX, 2" STUCCO SURROUND & 1-3/4" EMBED. @ 12" O.C., 6" E. FROM CORNER RETURN PROVIDE 2-1/4" MASONRY (SEE ELEVATIONS) EDGE DISTANCE IMPACT RATED WINDOW, INSTALL PER PRODUCT APPROVAL �— IMPACT RATED FRENCH DOOR INSTALL PER PRODUCT APPROVAL lY2"=l'-O" *CAULK AS REQUIRED 6 7YPOCAL [FRENCH H DOOR HEAD DETML O 1X4 P.T. BUCK W/ 1/4" DIA. x EMBED. O.C., 6" E.E. 1X4 P.T. BUCK W/ 1/4" DIA. x PRO " AS12" PROVIDE MASONRY CASING BY G.C. 1-3/4" EMBED. @ 12" O.C., 6" E.E. EDGE DISTANCE TANG 1X6 P.T. NAILER PROVIDE 2-1/4" MASONRY EDGE DISTANCE JAMB EXTENSION AS NEEDED DRYWALL SEE WALL SECTIONS JAMB EXTENSION AS NEEDED INTERIOR SILL BY G.C. _ IMPACT RATED FRENCH IMPACT RATED WINDOW, DOOR INSTALL PER INSTALL PER PRODUCT " PRODUCT APPROVAL APPROVAL " 90 12" MINIMUM° EXTERIOR STUCCO SILL STONE OR BRICK THRESHOLD STUCCO SURROUND & .42 STUCCO SURROUND & RETURN RETURN (SEE ELEVATIONS) (SEE ELEVATIONS) TREMCO 250 FLUID APLLIED STUCCO FINISH TREMCO 250 FLUID APLLIED WATERPROOFING AROUND (SEE ELEVATIONS) WATERPROOFING AROUND PERIMETER OF ALL DOOR FILLED CELL OR POURED PERIMETER OF ALL DOOR BUCKS. MEMBRANE TO COLUMN BUCKS. MEMBRANE TO EXTEND 12" MIN. FROM (SEE STRUCTURAL DWG's) EXTEND 12" MIN. FROM AN JAMBS D SILL ON HEADER,JAMAN HEADER, JAMBS AND SILL ON L. BOTH SIDES,TYPICAL. BOTH SIDES,TYPICAL. lY2"=l'-O" *CAULK AS REQUIRED E =rYPOCAL FRENCH DOOR JAMB DEiiA L - SLOPE STUCCO EXTENSION JAMB STUCCO SILL _ (SEE ELEVATIONS) A IMPACT RATED WINDOW, INSTALL PER PRODUCT APPROVAL 1X4 P.T. BUCK W/ 1/4" DIA. x 1-3/4" EMBED. @ 12" O.C., 6" E.E. PROVIDE 2-1/4" MASONRYOR STUCCO EXTENSION JAMB TREMCO 250 FLUID APLLIED WATERPROOFING MEMBRANE DOOR JAMB EXTENSION AS NEEDED IMPACT RATED ALUM. FRENCH DOO THRESHOLD, & ALUMINSTALL . PER PRODUCT APPROVAL 1X P.T. BUCK W/Ya' OAPR 2 5 2018 F7. O011l05 FU M-AA003379 ALL IDEAS. DESIGNS , ARRANGEMENTS, B PLANS INDICATED REPRESENTED BY HOFFFIICE EDGE DISTANCE AROUND AROUND PERIMETER OF ALL DOOR TAPCONS 1Y2'EMBED THE PROPERTY OFTHIS &WERE CREATED EVOLVED FOR ON,a ISUC TREMCO 250 FLUID APLLIED RY2" BUCKS. MEMBRANE TO EXTEND FROM !� AV @ 12" O.C., 2"MAX V SPECIFIED,N IDEAS WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS. OR PLANS SHALL BE USED BY, OR DISCLOSED TO MY PERSON, FIRM OR CORPORATION WATERPROOFING AROUND ° ' I SILL &APRON BY G.C. 12" MIN. HEADER, JAMBS p FROM CORNERS. FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN AND SILL ON BOTH SIDES,TYPICAL. PERMISSION OF RANDALL E STOFFT, ARCHITECTS, PA. PERIMETER OF ALL DOOR ' WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS CONTRACTORS BUCKS. MEMBRANE TO z ° FINISHED FLOOR, BY SHALL VERIFY BE RESPONSIBLE FOR ALL DIMENSIONS& CONDITIONS ON THE JOB THIS OFFICE MUST BE NOTIFIED • EXTEND 12" MIN, FROM � , - STONE OR BRICK PAVERS, OWNER ,& OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS SHOP DETAILS HEADER, JAMBS AND SILL ON lX6 P.T. NAILER RISERS & THRESHOLD (TYP.) OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION BOTH SIDES,TYPICAL DRYWALL SEE WALL ON ITEMS SO NOTED 02018 ALL RIGHTS RESERVED RANDALLSTOFFT ARCHITECTS P A. SECTIONS VRECESS CONCRETE STUCCO FINISH 1n SLAB TYP. (SEE ELEVATIONS) POURED CONCRETE SILL a F • 1" RECESS @DOOR (SEE STRUCTURAL DWG'S) '3Yz" 4Y2" THRESHOLD 8" 60F 1Yz"=1'-0" *CAULK AS REQUIRED 1Yz'"=1'-0" *CAULK AS REQUIRED 1Yz"=1'-0" J TyPOOAL WoNED�OW EOLL DEuOL E I ` YMCAL FRENCH C0) OOOp SADDLE DD UA�L 1A File Cupp I i iinii i G Q. 2nd FLOOR PLUMBING RISER To I PLUMu o M RMER 112" HW & CW PIPING 2" DIA. WASTE - FINISHED FLOOR P 11m' p �JIV NIN i aI A 9P I,1� Wr. GUY GRAY SPACE SAVER WITH 4" DEEP BOX FOR METAL STUD WALL WATER HAMMER ARREST( HW & CW HOSE CONNEC WNACUUM BREAKERS (WATTS OR EQUAL) FINISHED WALI WASHM3 MACH9NIE COO NNECSTMN DD CENT AOL 1. WATER HEATER: SEE MANUFACTURER'S SPECS FOR INSTALLATION DETAILS. 2. THERMAL EXPANSION PROVISIONS REQUIRED BY USE OF THERMAL EXPANSION TANK OR APPROVED DEVICE. 3. SEE NOTE PLUMBING NOTE #29 FOR DRAIN PAN & PAN DRAIN REQUIREMENTS. 3^ 4& Mqs� iv,T lw w @\R Shop 0.4 AY F M1o.1/8, 44 U 8 ggpT ER. 1st FLOOR PLUMBING RISER Y' C 21" MIN, n z Au i i FLORIDA BUILDING CODE -RESIDENTIAL NOTE: PER SECTION P2705 INSTALLATION, NOTE #5: WATER CLOSETS, LAVATORIES AND BIDETS. A WATER CLOSET, LAVATORY OR BIDET SHALL NOT SET CLOSER THAN 15 INCHES FROM ITS CENTER TO ANY SIDE WALL, PARTITION OR VANITY OR CLOSER THAN 30 INCHES CENTER -TO -CENTER BETWEEN ADJACENT FIXTURES, THERE SHALL BE A CLEARANCE OF NOT LESS THAN 21 INCHES IN FRONT OF A WATER CLOSET, LAVATORY OR BIDET TO ANY WALL, FIXTURE OR DOOR. NOT TO SCALE 9(s TYPOCAL PLUNMIMMIG fE[IMIRE CLEARANCE PROVIDE TEST TEE WITH SCREWED COUNTER- COLUMN OR PARTITION SUNK ABS PLASTIC PLUG: AS SHOWN ON FLOOR PLAN TAPERED -THREAD WITH CLEANOUT FACE SHALL TFE JOINT COMPOUND. BE WITHIN 4" OF WALL SURFACE. PROVIDE WHERE CLEANOUT TEE PIPE EXTENSION IF REQUIRED IS CONCEALED IN A CHASE OR PARTITION, PROVIDE A ROUND 18 GAUGE STAINLESS STEEL COVER WITH BEVELED EDGES AND FLATHEAD m MACHINE SCREW I" I CONCRETE FLOOR SLAB 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. C14 24" MAX. 1 WATERPROOFING MEMBRANE MUST Ln EXTEND MIN 3" BEYOND THRESHOLDS WALL (SEE AND ROUGH JAMBS FLOOR PLANS) N N m TEMP'D GLASS 1/2" DUROCK N ENCLOSURE BOARD 1/8" MASTIC 1/2" DRYWALL EA. SIDE **SEE NOTE** W PROVIDE KNOCKDOWN FINISH '^ FINISH TILE INTERIOR PAINTED DRYWALL SURFACES v/ OR MARBLE CAP WOOD STUD FRAMING @ 24" O.C. MAX. SHOWER TILE SLOPE TO SLOPE TO SUBSTRATE W DRAIN '/n / FT DRAIN x"/ FT, (SEE FLOOR PLANS) P.T. 2x4 SILL PLATE -1/2" GYP BD. OR CEMENT BOARD (SEE PLAN) ° -2x4 WOOD STUD @ 24" O.C. MAX. 3"M)N 4 A -1/2" GYP BD. OR CEMENT BOARD (SEE PLAN) 1/2" DUROCK NOTE: NOTE: BOARD FLANGED DRAIN FOR **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON -TILED WALLS NOT IN DIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, OR CEMENT BACKER (2) 2X4 WATER TIGHT JOINT BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH AS P.T. CURB WITH FLOOR SHOWERS & TUB SURROUNDS** NOT TO SCALE NOT TO SCALE 1 1/2"=1'-0" WALL CLEAN OUT DD ETA�L SHOWER DD IETAOL s STYMCAL W TTEMOO fR PAR7-NON WALL 4 20 ga. METAL FRAMING @ 16" 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE LOCAL CODES. RULES AND ORDINANCES. Q.C. MAX. OR AMRSTRQNG 2. PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. DRYWALL GRID SYSTEM 3. ALL MATERIALS SHALL BE NEW. (SUSPENDED FROM STRUCTURE 4' O.C. MAX.) ' 4. ALL WORK SHALL BE PERFORMED SY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SY3TCM SHALL BE FULLY OPERATIVE. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THIS CONTRACT. /�`� S. R€QUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. ,3 �_rJ 6. PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTION AND TESTS, PLUMBING CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. PLUMBING CONTRACTOR MUST BE PRESENT IF FOR ALL INSPECTIONS OF HIS WORK BY REGULATORY AUTHORITIES. 7. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. W 8, ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. REPORT F- U ZLU ' ANY DISCREPANCY TO ENGINEERIARCHITECT PRIOR TO BEGINNING CONSTRUCTION. Q 9. VERIFY LOCATION, SIZE, DIRECTION OF FLOW AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. ADVISE J W O- ENGINEER OF ANY DISCREPANCIES. QI 10. WATER PIPING ABOVE AND BELOW GRADE SHALL BE TYPE "L" COPPER. CD U Z J 11, ®OIL, WASTE, VENT AND RAINWATER PIPING SHALL BE CAST IRON OR PVC. PVC MAY NOT BE USED THRU RATED ASSEMBLIES OR IN 0: W U WLL PLENUMS. 12. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS AND APPROPRIATELY MARKED ACCESS PANELS. COORDINATE W LOUATIONS WITH GENERAL CONTRACTOR PRIOR TO INSTALLATION. 13. FURNISH AND INSTALL APPROVED AIR CHAMBERS AT EACH PLUMBING FIXTURE GROUP AS PER CODE AND WITH GOOD ENGINEERING "%j I vvn I cn/ L- COLD WATER SUPPLY � SUPPLY WATTS BRVT PRESSURE RELIEF VALVE HEAT PRESSURE TRAPS RELIEF DRAIN HOT WATER WITH 2" AIR GAP RETURN CHECK T&P TO GROUDTi VALVE WITH 2" AIR GA \ RELIEF VALV 2"AIRGAP W.H. H \S.O.V. WATER HEATER DD CETML PRACTICE, 5/8" GYP. BD. FASTENED 6" 14. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND EQUIPMENT CONNECTIONS; EXCEPT AT WATER O.C.@ PERIMETER & 8" Q.C. HEATER AS PER CODE. BALANCE EXTERIOR SIDE INTERIOR 1/2" DRYWALL (USE MOLD RESISTANT DRYWALL ON ALL EXTERIOR PERIMETER WALLS) ON P.T. lX2 WD. FURRING @ 24" O.C. MAX. WITH R-4.1 FOIL INSULATION (MINIMUM) @ ONE SIDE OF WALL ONLY CMU WALL OR CAST IN PLACE CONCRETE (SEE STRUCTURAL DWG's) 15, ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PAD. 16. ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE, SMOKE AND WATER PENETRATION BY FILLING VOIDS BETWEEN PIPE AND WALUFLOOR SLEEVES WITH FIRE RATED FOAM, TO ACHIEVE THE SAME RATING AS WALLS OR FLOORS AS PART OF THE PLUMBER'S WORK. 17. PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE BY OWNER, CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE WITHIN 72 HRS. OF NOTIFICATION AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED. 1 1 /2"=1'-0" NOTE: **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON -TILED WALLS NOI IN DIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, USE CEMENT BACKER BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH AS SHOWERS & TUB SURROUNDS** �I AI u Ly4 (r�E �IV Q I(1- E7ML l`�J LS LL- OV l�l LL=/ L�1 %� IMF �V/ (a F� j F� I� (LT(1 �/�// 17 1( pl]C�iAL LSW II LS V'il�®,-, �UWM WALL LL 18 PROVIDE CHROME PLATED COMBINATION COVER PLATE AND CLEANOUT PLUG OR ACCESS PANEL FOR ALL WALL CLEANOUTS. 19, NO COMBUSTIBLE MATERIAL TO BE USED IN MECHANICAL ROOMS OR IN CEILINGSPACES WHERE USED AS RETURN AIR PLENUMS. 1 HR RATED ASSEMBLY 20. NO WATER, SANITARY OR DRAINAGE PIPING PERMITTED IN ELECTRICAL OR ELEVATOR EQUIPMENT ROOMS. 1/2" GYP BD. TYPE W OR 21. CONDENSATE DRAIN LINES TO BE RUN UNDER SLAB IN PVC SCH40 PIPE AND STUBBED OUT OF WALL TO UNIT. TIE IN OF A/C TO BE BY CEMENT BOARD (SEE PLAN) OTHERS. PVC PIPING WITH 1/2" THICK ARMAFLEX INSULATION MAY BE USED IN LOCATIONS WHERE ALLOWED BY LOCAL CODES. CMU OR CAST IN SEE PLUMBING DRAWINGS FOR SIZE AND LOCATION OF PIPING. PVC WILL BE MIN. SCHEDULE 40 PROVIDE ANGLE STOPS ON ALL WATER PLACE WALL SERVICE LINES TO FIXTURES FOR INDIVIDUAL SHUT-OFF. d 22.. WATER PIPING INSULATION SHALL BE 1" THICK ARMAFLEX INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS FOR ALL METAL JOIST TRACK HOT WATER PIPING. a 23, WHERE DOMESTIC WATER TEMPERATURES CAN CAUSE SWEATING & ALL COLD WATER PIPING SHALL BE INSULATED WITH 12" THICK ARMAFLEX INSULATION. 24. BTUDOR MINUMAXI AIR ADMITTANCE VALVES MAY BE USED AS AN ALTERNATE TO VENT PIPING THRU ROOF WHERE ACCEPTABLE BY THE CONCRETE dQ FASTENERES AS - ° CMU WALL OR CAST IN PLUMBING OFFICIAL AND LOCAL CODES. INSTALLATION SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. INTERIOR PLACE CONCRETE 25 t" WATER METER HOOK UP. REQUIRED- (SEE STRUCTURAL SPACE 26. 1-1/4" SUPPLY FROM METER TO HOUSE. PLUMBING CONTRACTOR TO VERIFY SIZE VERSUS NUMBER OF BATHROOM FIXTURES. i DWG's) 27 WATER HEATERS TO FULLY COMPLY WITH 2O17 F.B.C. RESIDENTIAL, SECTION P2801 ,'WATER HEATERS' & PLUMBING CODE SECTION P504, ' 'SAFETY DEVICES'. 4 d INTERIOR o- 4) 1/2" DRYWALL (USE MOLD RESISTANT 28. WATER HEATERS TO HAVE PROVISIONS FOR THERMAL EXPANSION BY USE OF A THERMAL EXPANSION TANK OR OTHER APPROVED ® SPACE '' 4 DRYWALL ON ALL EXTERIOR PERIMETER DEVICE BY THE PLUMBING CODE AND/ OR BUILDING OFFICIAL. WALLS) ON P.T. 1X2 WD. FURRING @ 24" Q.C. 20. WATER HEATERS TO HAVE DRAIN PAN INSTALLED CONSTRUCTED OF GALVANIZED STEEL (OR EQUAL CORROSIVE RESISTANT METAL)WITH a MAX. WITH R-4.1 FOIL INSULATION (MINIMUM) A MINIMUM THICKNESS OF 24 GAUGE. PAN SHALL NOT BE LESS THAN I.6"DEEP AND SHALL BE OF SUFFICIENT SIZE& SHAPE TO RECEIVE ALL ° @ONE SIDE OF WALL ONLY DRIPPING OR CONDENSATE FROM THE TANK OR WATER HEATER. THE PAN SHALL BE DRAINED BY AN INDIRECT WASTE PIPE HAVING A MIN. DIAMETER OF 0.76 INCH AND OF APPROVED MATERIAL LISTED IN TABLE 606A THE PAN DRAIN SHALL EXTEND FULL SIZE AND TERMINATE OVER A SUITABLY INDIRECT WASTE RECEPTOR OR FLOOR DRAIN OR EXTEND TO THE EXTERIOR OF THE BUILDING AND TERMINATE NOT LESS THAN 6 INCHES AND NOT MORE THAN 24 INCHES ABOVE THE ADJACENT GROUND SURFACE. o ° 30: PROVIDE BACK FLOW PROTECTION AT WATER METER ON UTILITY SIDE OF METER, INSTALL PER CURRENT STATE & LOCAL BUILDING CODES. CLIP ANGLE- NO LESS THAN METAL METAL JOIST 31. ALL HOSE TO HAVE SHUT-OFF VALVES AND VACUUM BREAKERS. JOIST DEPTH MINUS 1/2" (ATTACH CLIP 32. PER 2017 F.B.C. RESIDENTIAL SECTION P2708A'SHOWER CONTROL VALVES', INDIVIDUAL SHOWER & TUB/ SHOWER COMBINATION VALVES & TRACK TO CONCRETE w/ EXP. , NOTE: SHALL BE EQUIPPED WITH CONTROL VALVES OF THE PRESSURE- BALANCED,THERMOSTATIC-MIXING OR COMBINATION PRESSURE -BALANCE/ ANCHOR BOLTS, OR TAPCONS THERMOSTATIC MIXING VALVES TYPE WITH A HIGH LIMIT STOP IN ACCORDANCE WITH ABBE 1016 ASME A112/ CSA 8125.16. THE HIGH LIMIT ) **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON -TILED WALLS NOT IN STOP SHALL BE SET TO LIMIT WATER TEMPERATURE TO A MAX. OF 120-F(49`C). IWUNE THERMOSTATIC VALVES SHALL NOT BE USED FOR COMPLIANCE WITH THIS SECTION. DIRECT CONTACT w/ WATER SUCH AS BATHROOMS &KITCHENS, OR CEMENT BACKER NOTE: BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH AS 3/8"=110" - PROVIDE SOLID BLOCKING & BRIDGING AS REQUIRED 1 1/2"=V-0" SHOWERS & TUB SURROUNDS** 1 1/2"=1'-0" -Ti-3 PLUMBIING NO TIES 10 CMUNC JUST ATTACHEMENiT DCE-ML 16 STYMAL IINTTEMOR CMU WALL 1 2 DRAINAGE FIXTURE UNIT (d.f.u.) VALUES 2017 F.B.C, RESIDENTIAL, CHAPTER 30, PER TABLE P3004.1 LOCATION SINK BAR SINK TUB LAV. SHWR. W.C. BIDET W.M. D.W. 1St FLOOR MASTER BATH 2 2 2 3 POWDERROOM 1 3 KITCHEN 2 2 LAUNDRY ROOM 2 2nd FLOOR SHARED BATH 2 2 3 TOTAL COUNT 2 4 5 2 9 2 2 NOT TO SCALE TOTAL d.f.u. VALUE = 26 d.f.u.'s �- DRAMM E MKTUR E MT CALCULASTMS P.T. lx3 FURRING NAILER ROOF TRUSSES OR CEILING FRAMING VENT W/ PERFORATED CAP I (SEE PLAN) ELBOW C.O. PLUG `3"ABOVE TOP (SCREWED) OF PRIMARY DRAIN PAN TEE III 1 UNION CONNECTIO TSP+1" 121 CONDCENSATC P-7RAP DCEML A.H.U. WEATHER STRIPPING AROUND OPENING - EXTERIOR STUCCO FINISH (SEE ELEVATIONS) CMU WALL OR CAST IN PLACE CONCRETE (SEE STRUCTURAL DWG's) FOIL WALL INSULATION / (SEE TYPICAL WALL SECTIONS) 1/2" GYP. BD. FINISH (SEE WALL TYPE & FLOOR PLANS) TSP +1" (3- MIN.) WOOD CASING WOOD STUD FRAMING A. SLOPE DRAIN LINE TO CONDENSATE RECEPTOR (MIN. IM"PER FOOT) 1/2" MIN.'CDX' PLYWOOD PANEL LL (SEE WALL TYPE & FLOOR PLANS) 1/2"GYP. BD. FINISH B. DRAIN LINE SHALL BE COPPER (SEE WALL TYPE & TYPE "L"AND INSULATED. 1/2" MIN. TYPE'X' GYP. BD. SCREWED TO FLOOR PLANS) C. TSP= FAN TOTAL STATIC PRESSURE. PLYWOOD PANEL 2x4 SOLID RABBETED JAMB NAILED TO BOTTOM CHORD OF TRUSS w/ 10d NAILS @ 8" O.C. GYP. BD. CEILING NOT TO SCALE 1 1/2"=T-0" 1 1l2"=1'-0" 9 7MCAL ATMC ACCESS DIES M 1 6 STUD WALL TOO CONCRETE E WALL DD CESTM I REVISIONS BY DATE QPERMIT SETS ISSUED DWD 04.25,1 B f�l W ,I W �1 O I I-� nuw 1 INNN4Fl1 W �7 OM° 1� Cn O I r"r'4 tvl °o ' //cI F-- Y� /� \ V r Job No. 1306083 O APR 2 5 2018 F7 OOIII05 ?F M-AA003379 ALL IDEAS, DESIGNS, ARRANGEMENTS. 8 PLANS INDICATED OR REPRESENTED BY THIS SPAWNS ARE OWNED BY, 8 THE PROPERTY OF THIS OFFICE. &WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, & IN CONNECTION WTH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. STOFFT. ARCHITECTS, P.A WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB. & THIS OFFICE MOST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHONM BY THESE ORAW NGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTE0.02018. ALL flIGHTS RESERVED RANUNLLSTOFFT ARCHITECTS P A 1