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Home My WebLink AboutApproved Plansr 1 ABV. 1(^^`,-�-\', III^��! LJ��:•Ju�J �� Lr�LJVIJ L�� ABOVE H.C. HOLLOW CORE R.O. ROUGH OPENING Ln� �/ 1—I BUILDING CLASSIFICATION: CODE EDITIONS: a ATWO STORY SINGLE FAMILY RESIDENCE Florida Building Code (FBC) 2014 ADDJ.J. ACOUSTICAL HDWD. HARDWOOD RIND. REDWOOD ADJUSTABLE HDWE. HARDWARE R.W.L. RAAININWATERr LEADER FBC 2014 CHAPTER 3, GROUP R-3 OCCUPANCY National Electrical Code (NEC) 2011 AL ALUMINUM HGT. HEIGHT S.C. SOLID CORE APPROX. APPROXIMATE HORIZ. HORIZONTAL SCHED. SCHEDULE TABLE 503 CONSTRUCTION TYPE V-8 BD. BOARD I.D. INSIDE DIAMETER SHT. SHEET WIND LOADS t BLDG. BUILDING INCAND. INCANDESCENT SlW SIMILAR C BILKBLOCKINSUL. INSULATION SQ. SQUARE AND ANSI/ASCE 7-10 PER FBC 2014 EDITION BOB. BOTTOM TNT. INTERIOR SST. STAINUESSSTEEL THE FOLLOWING DESIGN PARAMETERS .ARE REPEATED LL FROM THE STRUCTURAL DRAWINGS (SEE STRUCTURAL PLANS r CAB. CABINET AT. JOINT STD STANDARD FOR ADDITIONAL STRUCTURAL NOTES/DESIGN PARAMETERS) i ��®- u CER. CERAMIC LAM. LAMINATE STL. STEEL V C.I. CAST IRON LAY. LAVATORY STOR STORAGE CLR. CLEAR LOC. LOCATION STRUCT. STRUCTURAL CCODE EDITION: FLORIDA BUILDING CODE 2014 COL. COLUMN MAX. MAXIMUM SUSP. SUSPENDED CONC. CONCRETE MECH. MECHANICAL SYM. SYMMETRICAL CONN. CONNECTION MET. METAL T.C. TOP OF CURB BUILDING DESIGNED AS: ENCLOSED, RIGID MAY CONT. CONTINUOUS MFR. MANUFACTURER TEL. TELEPHONE WIND EXPOSURE CLASSIFICATION: C I�i� 3 pOjj CTSK. COUNTERSUNK MIN. MINIMUM T&G TONGUE AND GROOVE WIND SPEED DESIGN: 170 mph C DECOR. DECORATIVE MISC. MISCELLANEOUS THK. THICK o `r Works C DET. DETAIL M.O. MASONRY OPENING T.O.C. TOP OF CHIMNEY INTERNAL PRESSURE COEFFICIENT +-0.85 5t. Lutie Coun D.F. DOUGLAS FIR MTD. MOUNTED T.O.FR. TOP OF FRAMING 12 _ Kd' FL -- 0.85 DIA. DIAMETER MUL. MULLION T.O.L. TOP OF LEDGER 6 1 u DIM. DIMENSION N.I.C. NOT IN CONTRACT T.O.P. TOP OF PLATE MEAN ROOF HEIGHT 24'-11" DN. DOWN NO. NUMBER T.O.PL. TOP OF PLATE BUILDING LOAD: F A D.S. DOWN SPOUT N.T.S. NOT TO SCALE TYP. TYPICAL -- --- - ROOF LIVE LOAD: 30 PSF DWG. DRAWING O.A. OVERALL U.O.N. UNLESS OTHERWISE _ EA. EACH OBS. OBSCURE NOTED LV.. - HOT CHORD DEAD LOAD: 10 PSF TOP CHORD DEAD LOAD: 15. PSF EL. ELEVATION O.C. ON CENTER VERT. VERTICAL ` " FLOOR LIVE LOAD: 40 PSF THE PROJECT WAS DESIGNED IN ACCORDANCE WITH .y THE BUILDING CODE REQUIREMENTS FOR ELEV. ELEVATOR O.D. OUTSIDE DIAMETER VEST. VESTIBULE ,.Ii r; I nt;i' ,, ` ; , FLOOR DEAD LOAD: SUPERIMPOSED 25 PSF REINFORCED CONCRETE (ACI 318-11, 315-11, LRFD). ELEC. ELECTRICAL OFF. OFFICE V.G.D.F. VERTICAL GRAIN EQ, EQUAL DENG. OPENING W/ WITH _ _- vi1101 I I CONSTRUCTION) EXH. EXHAUST OPP. OPPOSITE W/O WITHOUT - -"' "?� i EXP. EXPANSION PL. PLATE W.C. WATER CLOSET - ) 1 - f----� ' --I u (AMERICAN INSTITUTE OF STEEL CONSTRUC ON AISC LRFD 13th EDITION. BUILDING CODE REQUIREMENTS PLAS. PLASTER WD. WOOD _ I y T ` 'T' MIN. SOIL BEARING PRESSURE: 2,500 PSF STRUCTURES (ACII 5530--11EVASCE 5- 5/TMS 4 2-11). CS FOR MASONRY BUILDING CODE REQUIREMENTS AND NATIONAL EXT. EXTERIOR III — -_ ';! \ ,'' At SHUTTERS: NO DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION EXIST. EXISTING PLYWD. PLYWOOD WOW. WINDOW - F.F. FINISH FLOOR PR. PAIR W.H. WATER NEATER FLASH. FLASHING PRCST. PRECAST WSCT. WAINSCOT FLUOR. FLUORESCENT P.T. PRESSURE TREATED WT. WEIGHT Y'\•. IMPACT RESISTANT ASSEMBLY: YES (ANSI/NFOPA NDS-2005, ASD, AF&PA). FT. FOOT/FEET PTN. PARTITION SYMB. SYMBOLS C A CONIF LOAD PATH PROVIDED YES "_' COMPONENT &CLADDING YES FTC. FOOTING Q.T. QUARRY TILE &' AND ; = GA. GAUGE RAD. RADIUS ANGLE - — - THIS STRUCTURE HAS BEEN DESIGNED GALV. GALVANIZED REINF. REINFORCE @ AT LINE REQ. REQUIRED CENTER ---- -GL. GLASS „Il,i'!i FBC 1606 1 4 FOR ONE OF THE FOLL GR. GRADE RM. ROOM DIAMETER OR ROUND ; AND REVIEWED FOR COMPLIANCE OF OWING; # POUND OR NUMBER ! ❑ INTERNAL WIND PRESSURE - GYP. GYPSUM - - _44 H.B. HOSE BIBS WINDS B PROTECTION IMPACT RE�STANCE G71 tE: LAZING ARCHITECT: STRUCTURAL ENGINEER:_' RANDALL STOFFT ARCHITECTS AGSTEN ENGINEERING, INC. - 42 NORTH SWINTON AVE., SUITE 1 3000 FLORIDA BOULEVARD, SUITE 206 ''?IS° '` II' DELRAY BEACH, FLORIDA 33444 DELRAY BEACH, FLORIDA 33493 ❑ [C��Df(]40Lad C�ODC OC��OQ1i/a�DOG� TEL: 561.243.0799 TEL: 561.272.5012 CONTACT: CARLOS LINARES CONTACT: ROBERT EAGSTEN, III P.E. y X"=- Y "`-•'" �' "�=.� '<^- -'' ALL RESIDENTIAL CONSTRUCTION SHALL COMPLY WITH SEVEN VOLUMES OF THE FLORIDA BUILDING CODE 2014 EMAIL: CARLOS@STOFFT.COM EMAIL: RAGSTEN3@COMCAST.NET .,�>*- _ — 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 2014 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. Cn'�i �.�LSL5 LSLSLSUCJ L� 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). ?r*MASONRY WALL WALL ABV �F- 3. THE G.C. IS TO V_ ERIFY THAT ALL ACCESS TO THE POOL AREA MEET THE SWIMMING POOL SAFETY ACT. 0 I, ,., GROUT FILLED CELL IN ® POTSHELF FII�TAS MASONRY WALL NOTT POURED CONCRETE COL. POURED CONCRETE COL IN MASONRY WALL IN MASONRYWALL NON -BEARING FRAME NON -BEARING FRAME �I LJ LJ �J U YJ W AI,L WALL I. - NOWBEARING _ FRAME BEARING WALL- INSULATED WALL o qy 0;[ EART . TRUSSES: ROUGH CARPENTRY: TIMBER ARCHITECT'S STATUS: A. PERFORM ALL WORK IN CONFID* CE WITH THE FINAL SOILS, COMPACTION AND A. THE TRUSS LAYOUT SHOWN ON CONSTRUCTION DOCUMENTS IS SCHEMATIC IN A. ALL BEAMS INSTALLED WITH CROWN UP UNLESS OTHERWISE NOTED. CANTILEVERED A. STRUCTURAL TIMBER TO BE SOUTHERN PINE #2 (MIN.) STRESS GRADE LUMBER OR A. THE ARCHITECT SHALL NOT RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OR GEOLOGIEAL 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: A CHARGE OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR - THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL THE ' RE = 1,150 PSI FV = 90 PSI E = 1,600,000 PSI AND PRESSURE TREATED FOR USE AGAINST PROCEDURES, OR FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH B FOUNDATIONS SHALL BE MONO IC OR SPREAD FOOTINGS BASED ON A SOIL. ;. FINAL TRUSS MFG. LAYOUT. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. B. 3" MINIMUM BEARING BY BEAMSAND GIRDERS ON MASONRY OR CONCRETE. CONCRETE AND MASONRY. THE WORK, AND HE OR SHE WILL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE BEARING CAPACITY OF 2500 PSF- _1 WRITTEN VERIFICATION"SHALL BE SENTTO THE BEARING POINTS, ETC.) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE OWNER A W ARCHITECT PRIOR TO HE START OF CONSTRUCTION. THE PRIME PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND C. PROVIDE 4"X4" POSTS OR (2) 2"X4" STUDS MINIMUM UNDER ALL BEAMS AND HEADERS B. ALL TIMBER AND TIMBER CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND ARCHITECT SHALL NOT BE RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER THE ACTS BEEN COMPLETED ANDAPPROVED MAKE STRUCTURAL REVISIONS ACCORDINGLY. FINAL SIGNED AND SEALED ENGINEERING UNLESS OTHERWISE NOTED. CODES AS SPECIFIED BELOW: OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OF THEIR AGENTS OR C. AFTEfR. STANDARD CLEANING AN �t UBBING HAS TRUSS DRAWINGS MUST BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, TIMBER CONSTRUCTION MANUAL; EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. APPLY Vj9RATORY COMPACTOR W�i:"ILMINIMUM OF FOUR PASSES. 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 CODES: D. SOIL SHALL BE COMPACTED TO,% MODIFIED PROCTOR (ASTM D1557) TO A DISTANCE B• WOOD ROOF TRUSSES ARE TO BE DESIGNED FOR THE WOOD FABRICATOR BY A E. DOUBLE ZX4"s, SPIKED TOGETHER w/ 16d'S @ 5" O/C STAGGERED MAY BE USED IN LIEU W00® CONSTRUCTION; AMERICAN PLYWOOD ASSOCIATION, PLYWOOD DESIGN SPECIFICATION; AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS; NATIONAL OF 5 ALL BUILDING - AT LEAST ONE FIELD DENSITY TEST SHALL BE SQUA� � OF AREA. DENSITY TESTS ARE TO BE MADE 12 PROFESSIONAL SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA, TRUSS OF 4"X4"POSTS WHERE CONTAINED WITHIN WALLS UNLESS SPECIFICALLY NOTED LUMBER MANUFACTURERS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR STRESS A. ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE PERFORMS FOR EACH 2500 ORM ED FOR INCHES F1E7-OW THE COMPACTED Sk�rP.CES. RESULTS OF PROCTOR TEST(S) AND FIELD R T PROVIDE PRE -FABRICATED HANGERS - FABRICATOR O O AS REQUIRED. OTHERWISE ON PLANS. GRADE LUMBER AND ITS FASTENINGS. CONSTRUCTION OF THE PROJECT, INCLUDING ALL APPLICABLE STATE, CITY AND COUNTY BUILDING, ZONING, ELECTRICAL, PLUMBING, LIFE SAFETY AND FIRE CODES. CONTRACTOR DENSITY TESTIS) SHALL BE FURNISR&O THE ARCHITECTIENGINEER. C. DESIGN, FABRICATION, AND INSTALLATION OF WOOD TRUSSES AND SHEET METAL F. ALL LUMBER IN DIRECT CONTAC' WITH STEEL OR CONCRETE SHALL BE PRESSURE C. ALL TIMBER CONNECTIONS ARE TO BE MADE USING PREFABRICATED CONNECTORS- SHALL VERIFY ALL CODE REQUIREMENTS AND BRING ANY DISCREPANCY BETWEEN THE SHALL BE CLEAN, WELLGRAIED$AND. CLASSIFICATION SW PER ASTM 02487-69 CONNECTORS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS. TREATED, HAVE AN APPROVED SEPARATING MATERIAL OR HAVE A GALVANIZED ANCHOR TOE NAILING WILL NOT BE PERMITTED. SUBMIT MANUFACTURER'S DATE FOR APPROVAL. CODES AND THE CONSTRUCTION DOCUMENTS TO THE ATTENTION OF THE ARCHITECT. E. FILL (75) WITH LESS THAN 12%PASSING 21D SIEVE FILL MATERIAL SHALL BE PLACED IN LIFTS SEAT. FASTENERS TO BE AS MANUFACTURED BY USE OR SIMPSON. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS OF NOT MORE THAN 12-AND COMPACISDAS ABOVE. - I D. DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD ROOF TRUSSES PER TPI 1-2007; DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED PARALLEL CHORD G. BUILDING PAPER: FEDERAL SPECIFICATIONS UU-B-790. INSTALL UNDER ROOFING AND D. LUMBER USED FOR LOAD SUPPORTING SHALL HAVE GRADE MARKS COMPLYING WITH FOR REINFORCED CONCRETE (ACI 318-11 EDITION). (AMERICAN INSTITUTE OF STEEL F. TERMIfiE PROTECTION SHALL BE INACORDANCE WITH SECTION 1816 OF THE FL TRUSSES PER OCT 80; HANDLING, INSTALLATING, RESTRAINING AND BRACING OF METAL TRIM AND CAREFULLY APPLY SO AS TO FORM A WATERTIGHT MEMBRANE. EACH COURSE AND PROCEDURES AND AGENCIES APPROVED BY US PROCEDURE PS 20-94. CONSTRUCTION) AISC ASD/13th EDITION. BUILDING CODE REQUIREMENTS AND. BUILDING CODE 2014. PLATE CONNECTED WOOD TRUSSES PER BCSI 2013 EQITION OF PAPER SHALL OVERLAP THE COURSE BENEATH. IT 6" MINIMUM, WHERE PAPER MEETS SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530-1 VASCE 5-11/TMS 402-11). BUILDING ANY OPENING, THE PAPER SHALL BE CAREFULLY LAPPED OVER THE FRAME TO PREVENT E. PLYWOOD: PRODUCT STANDARD PS-1-73 AND RULES FOR DFPA GRADE TRADEMARKS CODE REQUIREMENTS AND NATIONAL DESIGN SPECIFICATIONS FOR WOOD ,a THE PASSAGE OF WATER BEHIND T4E FRAME. INSTALL SILKA KRAFT PAPER AT EXTERIOR N. OF AMERICAN PLYWOOD ASSOCIATION. CONSTRUCTION (ANSI/NFOPA NDS-2001). CONCRETE' CONCRETE UNIT MASONRY: DOORS AND WINDOW FRAMES. F. MARKING: WOOD AND LUMBER SHALL BE MARKED WITH ITS GRADE AND PLYWOOD B. THESE PLANS AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY A. GENERAL ALL CONCRETE WORK: SHLL CONFORM TO ALL RECOMMENDATIONS AND H. ALL BEARING PARTITIONS SHALLBE SECURED TO ADJACENT PARTITIONS, AND SHALL WITH IT'S GRADE TRADEMARK IN ACCORDANCE WITH THE REFERENCED STANDARDS. A REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE. CONTRACTOR SHALL REQUIREMENTS OF ACI. 318-11. A. THIS PROJECT IS DESIGNED AS ENGINEERED UNIT MASONRY. STRUCTURAL DESIGN HAVE AT LEAST A DOUBLE STUD POST AT ALL ENDS, CORNERS AND EACH SIDE OF ALL PIECE WITH DEFECTS SHALL NOT BE USED REGARDLESS OF GRADING. FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD IN B. PORTLAND CEMENT: ASTM C-150 TYES I OR II. LOW ALKALI, SILL TESTED AND ' SHALL BE IN ACCORDANCE WITH ACI 530-1 VASCE 5-11/TMS 402-11, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON BUILDING CODE WINDOW AND DOOR OPENINGS. G. EXTERIOR PLYWOOD SHEATHING SHALL BE GROUP I. STANDARD (C-D) EXT-DFPA, (C-C) ACCORDANCE WITH ALL PROVISIONS OF THIS CODE. CERTIFIED. USE TYPE V CEMETIT FOR SIL CONTAINING SULFATE CONCENTRATIONS OF REQUIREMENTS FOR MASONRY STRUCTURES. I. ROOF SHEATHING: 19132" THICK..c TANDARD PLYWOOD SHEATHING, EXTERIOR GLUE, C-D EXT-DFPA, STRUCTURAL I (C-D) EXT-DFPA OR STRUCTURAL I (C-C) EXT-DFPA. PERMITS: MORE THAN 0.2 PERCENT. B. REINFORCING STEEL: LAP REINFORCING NOT LESS THAN 48 BAR DIAMETERS AT SPLICE GRADE, 4 PLY, INDES 24/0, APA GRADE TRADEMARKED, APPLY WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND STAGGER JOINTS DOORS AND WINDOWS: C. WATER: FROM DOMESTIC SOURCESILEAN, POTABLE, AND FREE FROM ALL ORGANIC IN WALL REINFORCING. LAP HORIZONTAL REINFORCING A MINIMUM OF 18" AROUND A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING YAI OR OTHER DELETERIOUS ERIALS. CORNERS. HORIZONTAL BARS SHALL BE TIED TO VERTICAL BARS AS THE WORK J. HANGERS, FRAMING ANCHORS AAD FASTENERS: STAMPED AMD FABRICATED STEEL OF A. DOOR OPENINGS BETWEEN THE GARAGE AND DWELLING TO BE SOLID CORE NOT LESS AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS D. AGGREGATES: ASTMC-3.linQ B GRADE. PROGRESSES AND SHALL BE EMBEDDED IN GROUT, PLACING OF HORIZONTAL THE TYPE INDICATED, NAILS TO BE'!HOSE FURNISHED OR RECOMMENDED BY B 3 WITH A FIRE PROTECTION RATING THAN THICK OR BE IN COMPLIANCE WITH FBC REINFORCING IN JOINTS OR MORTAR WILL NOT BE PERMITTED EXCEPT FOR WIRE JOINT MANUFACTURER FOR THIS SPECIFIC USE. NAILS SHALL BE FULLY DRIVEN IN ALL HOLES IN SS THAN 20 MINUTES. DOORS SHALL BE SELF CLOSING AND SELF LATCHING. NOT LESS .LOB CONDITIONS: E. SAND: ASTM C-33 FOR s GR REINFORCING. THE ANCHOR, ALL HANGERS AND ANCHORS SHALL BE GALVANIZED. B. DOORS CONTAINING GLAZING MATERIAL NOT GREATER THAN 9 SQUARE FEET IN F. FOUNDATIONS: INSTALL A - E THESE DWG'S. OR A6'I�BIDED BY THE FINAL C. FOUNDATION DOWELS: SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL TO 6 K. DRAFT -STOPPING: IN FLOOR AND CEILING ASSEMBLIES NOT TO EXCEED 1,000 S1F. IN SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY I AND SHALL BE CAPABLE A. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTAL OF BID AND / OR CONTRACT NEGOTIATIONS. AND HE SHALL VERIFY EXISTING CONDITIONS WITH THE SOILS RE` -PORT. � - VERTICAL TOALIGN WITH BLOCK CORE. ATTICS FOR AREAS OVER 3,000 S/F OF WITHSTANDING A 150 FOOT-POUND IMPACT TEST. CONSTRUCTION DOCUMENTS. DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS G. VAPOR BARRIER: BENEATH Sr =_S TO BE -3 MIL. POLYETHYLENE D. CLEAN OUT OPENINGS SHALL BE PROVIDED AT BOTTOM OF GROUTED CELLS, SEAL L. FIRE -BLOCKING: INSTALL IN CONCEALED SPACES BOTH VERTICAL AND HORIZONTAL, C. DOORS, BATH & SHOWER ENCLOSURES, AND SLIDING GLASS DOORS CONTAINING SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION IN WRITING FOR CLARIFICATION. BIDS SHALL NOT BE SUBMITTED OR CONSTRUCTION CONTRACTS NEGOTIATED BY THE E COMP�IC£STRENGTH OF AFTER CLEANING AND INSPECTION. ,SUCH AS BUT NOT LIMITED TO, STUD WALLS, FURRED SPACES. SOFFITS, DROP CEILINGS, GLAZING MATERIAL GREATER THAN 9 SQUARE FEET IN SURFACE AREA SHALL BE CONTRACTOR PRIOR TO CLARIFICATION OF THE INTENT OF THE CONSTRUCTION H. CONCRETE SHALL BE READN ', F- -MINIMUM �__ _ PSI FOR COLUMNS FOR FOOTINGS & „ E. MASONRY UNITS SHALL BE ASTM C-AL TYPE II WITH MINIMUM COMPRESSIVE STRENGTH COVES, STAIR STRINGERS (TOP US BOTTOM) OPENINGS FOR VENTS. PIPES, DUCTS, CHIMNEYS, FLOOR JOISTS OR TRUSSES. CLASSIFIED AS CATEGORY II AND SHALL BE CAPABLE OF WITHSTANDING A 400 FOOT=POUND IMPACT TEST DOCUMENTS WHERE SUCH INTENT IS IN DOUBT. BACK CHARGES WILL NOT BE ACCEPTED. MEET A I UIL DAYS. ALL CONCRETE WOE- : - ;OhPlY 1IV THE REQUIRBB_ IIiSOF THE ACIBUILDING DAYS. ALL ONIPLY THE OF 1900 PSI ON NET AREA OF INDIVIDUAL UNITS. ALL CMU SHALL BE LAID IN A FULL BED OF I, ST AND THE SPECS. 1 - I ; M -_.ACI 315ILATE ( ) CODE ACI3 811 THE AC �ITIOF4 REINFORCING MANUFACTURED MORTAR IN RUNNING BOND U.N.O. ALL RE STEEL SHALL BE MANUFACTUR SHOP DRAWINGS: p, THE GLAZING IN SLIDING AND SWINGING DOORS AND IN SHOWER OR TUB ENCLOSURES, B. DIMENSIONS AND NOTES SHALL TAKE PRECEDENCE OVER SCALE AND GRAPHICS. DO FOR STRUCTURAL CONCRE lll. - ACI 301 /LATEST®TT10N►- CONCRET E FROM HIGH STRENGTH BILLET STEEL CONFORMING T9 ASTM DESIGNATION A-615 GRADE INCLUDING ANY GLAZING WITHIN 60 INCHES OF THE FINISHED FLOOR IN WALLS NOT SCALE DRAWINGS. COVER FOR REINFORCING 4I L - REQUIRED BYTkE LATESTACI SPECIFICATIONS. WELDED "IC. _.OMPLY WITHASTMA-185, UNLESS 60 A. THE CONTRACTOR SHALL SUBMIT THREE COPIES OF ALL SHOP DRAWINGS, ALL SURROUNDING TUB &SHOWER ENCLOSURES SHALL BE SAFETY GLAZED FOR CATEGORY II C. IF WORK IS BEING PREFORMED IN AN EXISTING BUILDING AND /-OR AS AN ADDITION OR OTHERWISE SPECIFIED. PL - - - -C 1 - -' FROM TOP OFTHESLABN SLAB ON F. ALL MORTAR SHALL BE TYPE S IN ACCORDANCE WITH ASTM SPECIFICATION C-270 WITH FABRICATED ITEMS AND EQUIPMENT FOR ARCHITECT'S REVIEW PRIOR TO FABRICATION GLAZING PRODUCTS. ALTERATION(S) TO AN EXISTING BUILDING, THE CONTRACTOR SHALL VERIFY ALL EXISTING GRADE LAP ALL AWE A MIN -,IN,, - N.O. ALL RENFORCING STD. SHALL BE TOASTM DESIGNATION A-E' S A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS. NO TESTING FOR MORTAR AND COMMENCEMENT OF THE WOR<. E. GLASS OR MIRRORS IMMEDIATELY SURROUNDING A BATHTUB OR SHOWER ENCLOSURE CONDITIONS WITH REFERENCE TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND MANUF. FROM HIGH STREN T S-- _ :ON FORMING STRENGTH IS REQUIRED FOR THIS PROJECT. BE SAFETY GLAZING WHERE THE GLASS OR MIRRORS ARE LESS THAN 60" ABOVE THESE PLANS AND ALL PPOPORF, ARE SUBJECT TO AN ( Cf!RREC1•IO)M REQUIRED OY FIELD INv?FCTOJ 10 ?SAY BE NECESSARY IN ORDER 10 00NIPLY1VITHALL APPL( A6 C LC I. `IVIDRi, 0 F Lu T , ARCHITECTURAL A001 COVER SHEET A101 SITE PLAN A201a GROUND FLOOR DIMENSIONED PLAN A201b GROUND FLOOR NOTED PLAN A202a MAIN FLOOR DIMENSIONED PLAN A202b MAIN FLOOR NOTED PLAN A203a UPPER FLOOR DIMENSIONED PLAN A203b UPPER FLOOR NOTED PLAN A204 RQOFPLAN A301 BUILDING ELEVATIONS A302 BUILDING ELEVATIONS A303 BUILDING SECTIONS A601 GROUND FLOOR REFLECTED CEILING PLAN A602 MAN FLOOR REFLECTED CEILING PLAN A603 UPPER FLOOR REFLECTED CEILING PLAN A801 WALL SECTIONS A803 MISCELLANEOUS DETAILS A804 WpIDOW &DOOR DETAILS A901 W DOW & DOOR SCHEDULE E201 GROUND FLOOR ELECTRICAL, PLAN E202 MAN FLOOR ELECTRICAL PLAN E203 UPPER FLOOR ELECTRICAL PLAN STRUCTUFAL S-1 PILNG PLAN S-2 SEOND FLOOR FRAMING PLAN S-3 UPER LEVEL SLAB PLAN S-4 RCOF FRAMING PLAN c S-5 NCTES AND DETAILS S-6 DETAILS AND SCHEDULES rTUIMN LABELS AND COMPLIANG NERD Y CODE MUST 30ORB AID WIN APPROVE ELECTRICAL SYSTEMS. ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND GRADE 60: LAP ALL BARS IV - CI D. ON DRAWINGS. ALL HOOKS SHOWN IN _'_ ` B. CABINET SUPPLIER SHALL PROVIDE SHOP DRAWINGS. SHAL-L THE FLOOR OF THE TUB OR SHOWER. �ry CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN WRITING PRIOR TO THE SUBMISSION OF BIDS OR CONTRACT NEGOTIATIONS. THE REINFORCEMENT SHALL BE _ �MN _ Eo 6,1QQKS U.N.O. G. GROUT SHALL BE A HIGH SLUMP MIX (8--11") IN ACCORDANCE WITH ASTM C. WINDOW AND DOOR SUPPLIER S4ALL PROVIDE SHOP DRAWINGS. �I�p ltl/�Ali�f n, t y, 1i11I CVI U ;,�., �p� *� �� I ATTACHMENTS CONTRACTOR SHALL COORDINATE AND SCHEDULE WORK BY TRADES, SUPPLIERS, �1 REINFORCING STEEL SPECIFICATION C-476 HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. NO F. WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF nt° I prpC1 SUBCONTRACTORS AND OTHER PROVIDERS TO INSURE THAT THE WORK, WHEN TESTING FOR GROUT STRENGTH IS REQUIRED FOR THIS PROJECT. SECTION AND DETAILS THEY TOOLS THEY SHALL PROVIDE A CLEAR OPENING OF NOT LESS 20" WIDE, 24" HIGH AND 5.7 TOOLS, BE MORE THAN 44" f�l C I I I� TggE1 r� oNSIsIl ffr kl T HE INTENT OF CONSTRUCTION COMPLETED WILL BE IN ACCORDANCE WITH T O CO -- - - - A. ALL WORK SHALL COMPLY W E R=-=MENTS SET FORTH FN THE'MANUAL OF H. PROVIDE 9 GAUGE HORIZONTAL JOINT REINFORCEMENT (LADDER TYPE ONLY) AT SQUARE FEET MINIMUM AREA. THE BOTTOM OF OPENING SHALL NOT ABOVE FLOOR AND LATCH AT 54" ABOVE FLOOR (MAX). L!I N'�•(�1 All DOCUMENTS. STANDARD PRACTICE FOR DETA _ REI' =TED CONCRETE STRUCTURES' PUBLISHED - EVERY SECOND COURSE FOR ALL EXTERIOR WALLS. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE D. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL AND BY THE AMERICAN CONCRETE IN TE ' : EPT WHERE MORE EXACTING REQUIREMENTS ARE SPECIFED -: IX -=ACT DOCUMENTS- CONCRETE MASONRY BEARING AND SHEAR WALLS MUST BE INSPECTED 8Y A TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE U.N.O. G. WINDOW UNITS SHALL DISP. LABELS SHOWING COMPLIANCE WITH THE FL ENERGY NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. I. ALL QUALIFIED ENGINEER JUST PRIOR TO POURING OF THE FOUNDATION, 1ST AND 2ND CODE: B. MINIMUM CONCRETE COVERT,== ° RE _ -RCING STEEL "SLAB ON VAPOR BARRIER 2" E-- iTEC CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLOOR TIE -BEAM. "SPECIFICATION PLUMBING FIXTURES: H. ALL NEW SINGLE-FAMILY HOUSES, DUPLEXES, TRI-PLEXES, CONDOMINIUMS AND WORK NECESSARY TO COMPLETE CONSTRUCTION: _', " BEAMS AND COLUMNS I I/2- DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY" FOR THE DES TOWNHOUSES SHALL PROVIDE AT LEAST ONE BATHROOM, LOCATED WITH MAX. POSSIBLE ' FORMED CONCRETE BELOW G= - -_ 2" PUBLISHED BY NATIONAL CONCRETE MASONRY ASSOCIATION. A. ALL SHOWER HEADS SHALL HAVE ANTI -SCALDING PROTECTION PRIVACY, WHERE BATHROOMS ARE PROVIDED ON HABITABLE GRADE LEVELS, WITH A A. IT IS THE PURPOSE OF THESE PLANS AND SPECIFICATIONS TO DESCRIBE A COMPLETE UNFORMED BELOW GRADE 3 DOOR THAT HAS A MIN. 29" CLEAR OPENING. _ - FOOTING WCLEAR ATBOTTOL' LES - :-EAR OF TOP STRUCTURAL STEEL: AND FINISHED PROJECT OTHER THAN ITEMS MARKED "N.I.C" (NOT IN CONTRACT) WALLS 2" CLEAR OUTSIDE FACE 1/2'c--RINSIDE THERMAL MOISTURE PROTECTION: Br LUCIECOUNTY `SLABS 34' CLEAR AT TOP(INTE.PWR). 1 -LEAR AT TOP (EXTERIOR) A. WORKMANSHIP: WORK SHALL COMPLY WITH A.I.S.C. LRFD I3TH EDITION, UNLESS MORE BUILDING DIVISION CLEAN UP / REPAIR: * BEAMS 1 1/2" CLEAR TO STIRRUPS "COLUPANS 1 1/2" CLEAR TO TIES EXACTING REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS. A. INSULATION: INSULATION SHALL BE PROVIDED AND INSTALLED PER FBC 2014 FL6'V12111I ENERGY CONSERVATION CODE. PRESCRIPTIVE REQUIREMENTS INCLUDE: R©R ICCMw A. THE CONTRACTOR SHALL MAINTAIN THE PREMISE CLEAN AND FREE OF ALL TRASH, C. REINFORCING MESH: ON -GRADE BUILDI[ -3S SHALLBE ACI-318 ELECTRICALLY B. ALL STRUCTURAL STEEL SHALL BE FABRICATED ANO ERECTED IN ACCORDANCE WITH D I MINIMUM OF R-30 CLG INSUL IN CLIMATE ZONE 1, R-38 CLG INSULIN CLIMATE ZONE 2 RM&WCD. Y DEBRIS, AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, PAINT WELDED'1KVIRE FABRIC, SIZES ANDGAUGES - - iWN ON THE ORAW9IGS. BERECT THE LATEST AISC CODE. STRUCTURAL STEEL SHALL C ASTM SPECIFICATION MASONRY WALLS A MINIMUM OF R-41N CLIMATE ZONE 1, R-61N CLIMATE ZONE 2. DATI OVER -SPRAY, ETC. ALL FIXTURES; EQUIPMENT, GLAZING FLOORS, SHALL BE LEFT ALL STEEL TUBING& PIPE SHALL CONFORM GRADE B SPECIFICATION ALL FRAME WALLS A MINIMUM OF R-131N BOTH CLIMATE ZONE 1 & 2. LSLAN AND P. -MIT CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. PRO D. GENERAL BEAM NOTES: R Sf I (FY=46KSI). ALL STEEL TO HAVE A SHOP COAT OF RU$� INHIBITIVE PAINT. ALL SHOP AND (FY S VERIFY REQUIRED INSULATION VALUES TO BE INSTALLED AGAINST FBC ENERGY �JIULS T (g6 KEPT 1) OR BE -, CEO AT EACH END OF BEAM U.N.O. TOP MED BY WELDERS _ HALL BE PERFORMED FIELD WELDING S ABED IN QUALIFIED AS DESCRIBED SOCIETY'S STANDARD Q 'AMERICAN WELDING RD QUALIFICATION CONSERVATION ENERGY CALCULATIONS AS SUBMITTED. ON JO B Ci R NOI INL4W ECYIL'1 N WILL '"°"r°°•r.�. LLB B. THE CONTRACTOR SHALL REPAIR AND / OR REPLACE ALL ITEM D L ITEMS BARSHALL STR BEAM OVER T BARS FROM ADJ. 2)BUNDLLEALLSTRSEMITOPBARSINPAIRSOVFJ2SUPPORTW/OP BUNDU ALL N PROCEDURE' ASW D1.1 TO H'TIONPROC ( ), BE MADE PROCESS OF CONSTRUCTION AND SHALL FINISH ALL PATCHWORKS AND REPAIRS TO MATCH ADJACENT AREAS AND SURFACES. BEAMS. 3) ALL TIE (BEAM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJ. STR BEAM PER ASTM BENDING DIAGRAM PERFORM THE TYPEOF WORK REQUIRED. ALL STEEL WELDING RODS SHALL BE E70XX ELECTRODES. DRAWINGS AND T SELECTED BY B. R®OF / TILE: TILE SHALL A LA SHOWN SHALL ARGFITECT/DESIGNER. INSTALLATION SHALL 8E PER MANUFACTURER'S YYYMMM - � � CIO y STANDARC) RECOM MENDATIONS AND FLORIDA BUILDING CODE 2014. AT THE COMPLETION OF THE 4) TIE BEAM DEPTHS ARE MIN. ANDMAY BE INCREASED (8' MAX) TO FR BLOCK WORK ANO WORN, THE CONTRACTOR SHALL FURNISH A ROOFERS WRITTEN GUARANTEE _-... --1 J WINDOW.4ND DOOR HEADS. 5) DROP SPTTOM OF TIE BEAMS,. AS REQUIRED. AT WINDOW & DOOR HEADS (28' MAX BEAM COVERING WORKMANSHIP. MATERIAL MANUFACTURERS GUARANTEE FOR REPLACEMENT DEPTH) & ADD 2 #5 BOTTOM, IF DROP EXCEEDS S' U.N.O. ON PLANS. OF THE SAME AT NO COST TO THE OWNER WITHIN WARRANTEE PERIOD. 6) ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 6' MIN. INTO SUPPORT LU.N.0 REVISIONS BY DATE ABUILDING ELEVATIONS CML 02.2217 zPERMITSET CL/COST 04.18.17 CW\J V Wow H r /'N � r'1 V EmaEl I rT N II CY I Pt AGAIN MUNM lo"I "; w APR 2 0 2017 AL IDEAS. DESIGNS, ARRANGEMENTS. & PLANS INDICATED OR R EPRESENTED BY THIS DRAWING ARE OWNED BY A 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 8 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, Q 2017 ALL RIGHTS RESERVED RANDALL SSTOFFT ARCHITEC I S P A ru q-x4"" U[VI vvi I ri NAIL & DISK LB#7903 ELEV.=5.15' NAVD \ I GAL. PROPANE T� MAINTAIN 10'-0" h �20M PROPERTY L \ & BUILD 00 ♦ I C T 14 TWO STORY + BASEMENT O • ` SINGLE FAMILY RESIDENCE Z \` \ CBS CONSTRUCTION (VACA z , m \ \\ F-TYPE GARAGE (+7.33' NGVD/+5.84' NAVD) • ` GUTTER LOWER LEVEL(+8.50' NGVD/ +7.01'NAVD) C \ \ v:^ IN LEVEL (+19.5'NGVD/ +18.01'NAVD) ♦ `\ \ LIPPE,"? I-EVEL (+33.5' NGVD/ +32.01'NAVD) \ ; \ PVC PIPE 4 OUT OF GROUND • \ \\ 1 • EXOTICS 4' HIGH SITE WALL \NG�S�ERNM 10 DIA. EQUIPMENT CONCRETE PAD • \ 1\\ E OF ABOVE FLOOD ELEVATION • • `, \ \ GRAPES " " \ \ \ 91'-6" OVERALL BUILDING LENGTH s F D A`, x4 C M \ \ AIL & DISK \ \\ O (REFERENCE BEARING) L 3#959 \\ i \ E J18. 55 • EXOTICS V DIA. =- ------------------ — ---- -- ------ ----- ------------------------- -- - ---------- --- - ---------------- 20.83- rim - \ �Lw BSB \ CONSTRUCTION FENC\ - ----- ------------------------------------------------------------------------------------------------------ ------ \\ &APPROXIMATE WORK T RIMI \ I7.33NGVD` \ 5.84' NAVD \ ' • ' \ \ \ LOWER • LEVEL \ \ F-TY 1 \ GUTT,-FT F \ - \ EXISTING CROWN 2 - - +6.65'NGVD F- \\ +5.16'NAVD \ � I \ Lu \ o z \ DD 03 \\ 1 ,g3 \ \ , cy, N \ Seig \ - - - -, MAIN \ \ APR o LEVEL 19.50' NGVD \\ 18.01' NAVD I ♦ \ `• 15 BUILDING, DECKS & POOLLOT \ / \ IN BE N PILES AND TO BE W 1 ML - - - - L - - - • INDEPENDENT STRUCTURES \ \. ________-_ \ H" WALL i , 1 1 1 1 111 F-TYPE `,GUTTER 1 EQUIPMENT CONCRETE PAD DECK rT- \ • ' I 19.50'NGVD ` •': %Z 18.01' NAVD st _ ____________ ------------- ___________ _______ 1 BsLJ w ¢ 24'-8" POOL DEPTH ��CD CD182.28' 104'-0" OVERALL BUILDING AND POOL LENGTH ABOVE FLOOD ELEVATION GE Ns 2 Eo O sl a\R�S��RNM PVC PIPE 4' OUT OF GROUND SITE PLAN REVISIONS BY DATE a BUILDING ELEVATIONS CML 02.22.17DID M UD PERMIT SET CUCDS O4.16,17 N BEE REVISION CML 05.1-1.17 O CITY COMMENT CML 07.19.17 N o [J 1 U � � � n �/ J cd "N U 0 b V V Y e�Q1 \% ilalk" ll10 FIRM-AA003379 ALL IDEAS, DESIGNS, ARRANGEMENTS. & PLANS INDICATED OR REPRESENTED BY THIS ORAWING ARE OWNED BY, & THE PROPERTY OF THIS OFFICE. & WERE CREATED, EVOLVES, & DEVELOPED FOR UBE 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 5TOFFT, ARCHITECTS. P A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENBIONS 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. O 2017. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. A101 O N 7 ` C fA FILE COPY OVERALL SITE PLAN REVISIONS BY DATE QBUILDING ELEVATIONS SET CML CLIODS 02.22.17 O4.18.17 QPERMIT AOEP REVISION CML 05.1-1.17 A CITY COMMENT CML 07,10.17 U U y� Ri 0 U U e m e-6'5FIRM-AA003379 ALL IDEAS, DESIGNS, ARRANGEMENTS, B PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY.B 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 RAN DALL 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 OFEE 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. V 2017, ALL RIGHTS RESERVED RANDALL STO PET ARCHITECTS P.A. A101a' t 1" = 20'-0" 1n LOVVER LEVEL 771,7 3/16--=1,_0I- FIB F copy DIMENSIONED PLAN REVISIONS BY DATI BUILDING ELEVATIONS CML 02,22.' 0 PERMIT SET CUCDS O4.18 U � V H Q � W �T4 Q W cr/T�, Lri L �{ W` 1 o 1M� 1 I r� x xo- u { w ywy 4d E U to to lam Job No.1610267D APR' 2 0 2011 FL-0011,105 FIRARI-AAM33,9 ALL IDEAS DESIGNS. ARRANGEMENTS &PLANS INDICATE 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. ARRANGEMEN TS. OR PLANS SHALL BE USED B\ OR DISCLOSED TO ANY PERSON FIRM OR CORPORATION, FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEI 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 f CONDITIONS ON THE JOB & THIS OFFICE MUST BE NOUN OF ANY VARIATIONS FROM THE DIMENSIONS AND CONUITIONS SHOWN BY THESE DRAWINGS. SHOP DETAIL OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFI( FOR APPROVAL BEFORE PROCEEDING WITH FABRICATIOI ON ITEMS SO NOTED. tC 2017. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS RA A201a 1 1 I 1 1 A301 t A303 t LOWER LEVEL NOTED PLAN 3l16"=V-0" 1 Tm W O REVISIONS BY DATE 0 BUILDING ELEVATIONS PERMIT SET REVISION CML CUMS CML .I 02.22.17 04,18.17 06.11.17 ADEN QCITY i COMMENT CML 07.19.17 I I W U Q �a W � w U � Q � a r� w U CFO U u U Cif vJ O C� U � u U Job No. 16102 D t�. -00?5Fll!QMv-AA003379 ALL IDEAS, DESIGNS, ARRANGEMENTS ,& PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, & THE PROPERTYOF 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 & SE RESPONSIBLE FOR ALL DRIENSIONS & 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, M 201I. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P A. A201b y` L i 2 A303 A302 15'-10" 15'-0" 15'-8" 12'-10" 9'-2" 6'-7" 8'-6" 6'_7" 1'-4' 0 00 4 w 6 10 -� L-- J 000 L— - LINEN - - <h____ _ Q�� _ ___ _-__ _ __---- _____ — _ _ _ ____ ( FIREPILVENTLHER 5-11 — — — — 3 0" 4 T 9 1,-9 nHu 0' 2 5' 2'-8 Q,_t !"� 1No �10 11a§�oK oa CIS 5'-6" BQ W/HOOD f —. — AB N Q" 8" N 4" _ I __� �l Q" C 0' 4-10" 0 0' o I i 8'-3" -- pt 22-10" I PANTRY LL 4 _ MECH. in°-o• c.H, i 1 0 o — —�✓ BREAKFAST F a — — � \ -AL 61-8- - LL \� - #IT6FiEN � — � — 11'-0" C.H. OFFICE Lo r / C.H. 7,—WC .H. � 1 Y-8' - � — N 1,_0„ zo N rn b OUTDOOR T - — LIVING m.e° c.H. 1 0 7 � 7 7/ DO �A `X % — — � / 0 I � 1 �',, N >> << ��V X� << 2'-10" 3'-1D" o Q j 1 LIVING /// /\ \\\ ✓ D\\ /// /\ \\\ o — — — 1 o ' v i 1 ��-ate cH.� 8�� 5' 8" —a ROOM — — _ —_ — c FRONT 1 — e c\— T .� — \ 7 7, 1 0 -- ---- _ BALCONY o 1 _0, — 16' — 2'-Q \\\ \/ �// \\\ \/ ///' \\\ \/ /// li 12' 4" p? 7.2, _Q 7,_0 Q„ arm• c.H, r � � '` �, \\ �/ M 6,_8" — Q" 0' — — — — — — — — — /// — „ 4 / />/>/� \ OPEN AIR OCEAN TERRACE n \\ i 1 o Y — L 1 ----- A3o, 00 3'-8" 12'-4" _ ,I V-Q 1 \ 4" 1 8" T — ,—T 'K 7 A303 io i —7—TO ABOVE & BELLOW ` //\\ \ 1 1 1 - LZZ/ VA\/i/ AAA ✓i/ AAV ' m _— 2-_ 131_1" ..Oil 5'-4" N N CS\ 1 --.—.--. _ - ELEV 70R GAME 00 9 I o GUEST \� 1' �Q Q" �."5-6 — -RAM N BEDROOM i — 8.. 1 io 77 G.H. — In 0 1 Q' BATH 2'_10" a 12'-6 co —1. 2' �- 11 2' - 7_6 H•� r _ro- °-cw-- _-_ - -- \ 1 CIS P. - �A, = 1 ' W I.C. `p 6 Eo 1 Q" m• o^ c H00 8 ; n nIt - It 1 ------ SEAT " 00 5'-1 1 V-2" 3'-6" 2'-5" 8'-6" 16'-7" 23'_2" T-0" LINEOF WALL ABOVE 2 2 A303 A301 WET DECK SPA INW4 A302 A303 was jr FILE COPY n MAIN LEVEL DIMENSIONED PLAN REVISIONS BY DI Z. BUILDING ELEVATIONS CML 02.2 / \ PERMIT SET CLODS 04.1 U a"� V rr ^^ Q WQ� r �a ° ° ~"w APRL 2 0- 20l7 F L-0011105 F'sP M-°rk:�i)O ALL IDEAS. DESIGNS, ARRANGEMENTS & PLANS INDIC OR REPRESENTED BY THIS DRAWING ARE OWNED BY THE PROPERTY OF THIS OFFICE & WERE CREATED EVOLVED. & DEVELOPED FOR USE ON & IN CONNEC R� WITH THE SPECIFIED PROJECT NONE OF SUCH IDEAS DESIGNS ARRANGEMENTS, OR PLANS SHALL BE USEL OR DISCLOSED TO ANY PERSON. FIRM OR CORPORAL FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRIT PERMISSION OF RANDALL E. STOFFT, ARCHITECTS. P., WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL H. PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTC SHALL VERIFY A BE RESP ONE ISLE FOR ALL DIMENSIOI CONDITIONS ON THE JOB. & THIS OFFICE MUST BE NO OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS SHOP LET OF ADEOUATE SCALE MUST BE SUBMITTED TO THIS OI FOR APPROVAL BEFORE PROf,EEDING WITH FAB0.1CA1 ON ITEMS SO NOTED. D 201 i. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. "It 214 PO E B o•cH. 6 MECH. 2,5 - 14 + -- 'I 10'.0" C.H. 215 OFFICE 11'-8- ON FRONT BALCONY rr6. aH 1 A 03 `9 211 000 L—_--_--- __- ---- 0 0 0 36'000RTOP Z- _ 1�% - ♦KITCHEN------- - - � 210 BREAKFAST LINEN ®® .. .�] VENTLESS V FIREPLACE /1 BQ W/ HOOD ---C- -A -7 ---� �I =L:;7� 208 1 LIVING �� ✓ _ — ROOM — — _ 1. — — ✓ ! \ �/ l/ / 1 -- — 1 I >�� I ��j��AT � � �\ �� YAA\ 203 zz — _ — — — — _ — �,� 4 \\- - 7I TO ABOVE & BELOW — X \� �� 1 - - - - GUEST _r_ — BEDROOM 1 1 117 CH 1 QUEEN_-- 1 1 1'I 3 n im'o• c I® 204 LINE OF WALL - ABOVE A 03 ELEVATOR (9 GAME iPA' QH- - z,z BATH-1----- ----c:rr--- ---- -- - - ---- ------- 7111 —JI -- —-- SEAT 205 2 A301 204 a 1 1 1 207 1 1 1 1 1206 1 HE ccl 13 0 OUTDOOR LIVING G 1 MOPEN AIR OCEAN TERRACE I WET DECK SPA A/C AREA CALCULATION A/C - LOWER LEVEL 380 SF A/C - MAIN LEVEL 2974 SF ABC - UPPER LEVEL 3101 SF 6454 SF NON A/C AREA CALCULATION COV'D. FRONT BALCONY 145 SE COV'D. UPPER REAR BALCONY 149 SF COVERED ENTRY 27 SF GARAGE 1662 BE OPEN GUEST BALCONY 32SF OPEN POOL TERRACE 613 SF OPEN UPPER FRONT BALCONY 152 SF OUTDOOR LIVING 889 SF UNFINISHED 1981 SF 5649 SF POOL 111 FILF14f COF, MAIN LEVEL NOTED PLAN 3/1 C)"=1'-0,, REVISIONS BY DATE BUILDING ELEVATIONS CML 02.22,17 PERMITSET CLICDS04.18.17 W � U Q H Q V � O W � � W to u Q` Q01 #5d H Job No.1610267D APR 2 0 2017_ ALL IDEAS DESIGNS. ARRANGEMENTS & PLANS INDICATED OR REPRESENTED BY THIS DEFACING ARE OWNED BY. d THE PROPERTY OF THIS OFFICE. A WERE CREATED. EVOLVED. & DEVELOPED FOR USE ON. 81N CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS. DESIGNS. ARRANGEMENTS OR PLANS SHALL BE USED EY. OR DISCLOSED TO ANY PERSON, FIRM. OR CORPORATION FORANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALL E. sTOFPT ARCHITECTS. P A. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS CONTRACTORS SHALL VERIFY d BE RESPONSIBLE FOR ALL DIMENSIONS d CONDITIONS ON THE JOB. B THIS OFFICE MUST BE NOTIFIED GRAVY 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 @ 2017 ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P'.A. A2 02b a 1 � A3o1 c 1 A303 1 A303 M / iW V O FILE COPY UPPER LEVEL DIMENSIONED PLAN REVISIONS BY DATE BUILDING ELEVATIONS CIVIL 02.22, 17 PERMIT SET CLICDS O4. 18.17 U Q V H � � O W � � � Q W ...................... I 1 A301 1 = A303 18'-0 SLEEPING ROOMS PROVIDE AN EGRESS WINDOW WITH A NET CLEAR OPENING OF 5 SQ. FT. FOR GROUND FLOORS, 5.7 SQ. FT. FOR UPPER FLOORS. OPENINGS SHALL NOT BE LESS THAN 24-H OR 20' 322 SILL NOT MORE THAN 44" ABOVE FLOOR. 0 38o ! 14 OPEN -� TO BELOW A 03 A 02 320 319 BEDROOM #2 LN. 10�6" C.H. �) + 7 300 32I L in 318 STORAGE ,B'-B' C.H. ELEVATOR UTILITY 10 IT CH. J BATH #2 77-` C.H. TO FT � \ KOFF 318 \ KINC. --- HER W.I. — ,D'-0" b21) MASTER MASTER_ I _ — — — __—_�__.—_—.— __ BEDROOM GALLERY --- LIN. 315 t= AHU 1 AHU i � I — — — _ ASTER \ BATH it a1s 106 c H. _ MECH/STO. 10'-B' C.H. -- •� 314 315 L An 31 T 313 -� \ \AFF - / 3Bt /,LoU \� — /, q W_LC. 9`01 C_ - 313 I SEAT z A301 T 311 BEDROOM #4 J776—c.H, 309 312 A302 1 A303 FILE UPPER LEVEL NOTED P N 3/16"=V-0" REVISIONS BY DATE Q. BUILDING ELEVATIONS CML 02,22,17 QPERMIT SET CLICDS O4,18.17 W� U Q �v W Y' mommaliamm J U�� 1� t 1 no Job No.1610267D APRI 0 20-17 ,i 1140)1105 i'iRM Ar 0033 9 ALL IDEAS. DES13NS. ARRANGEMENTS A PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY & THE PROPERTY OF THIS OFFICE. 8 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 RANSALL E STOFFT. ARCHITECTS, A WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS.CONTRACTORS SHALL VERIFY 8 BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB. 8 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. © 2017. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A A203b W 0) H W 9L Fl[F ,�, C ,- - opy �ROOF PLAN REVISIONS BY DATE BUILDING ELEVATIONS CML 02.22,17 Q PERMIT SET CLICDS'I 04.18,17 ,I W � U Q ^^W�w H � V � � W Q W Ln 4,4 MEM manomma U� H o- i t Job No.1610267D APR 202017 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. DES IGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY. OR DISCLOSED TO ANY PERSON. FIRM. OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF RANDALLE STOFFT ARCHITECTS 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 CONDITONS SHOWN BV THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SG NOTED. M 2017 ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P A A204 m NGV15/51.01' NAVD) MEAN ROOF HEIGHT LINE 12 e[— Ll UPPER LEVEL (T.O.S.) _ _ - _ EL.+35'-O" A.F.F. (43.49' NGVD/42.01' NAVD) LL =0 z� §5 UPPER LEVEL(T.O.S.) _--_—_ EL.+25'-0" A.F.F. (33.49' NGVD/32.01' NAVD) TOP OF BEAM ______ EL.+22'-0" A.F.F. (30.49' NGVD/29.01' NAVD) ------------- A.F.F.119.49' NGVDN8.01' NAVD) LOWEST HORIZONTALSTRUOT. __---_—_—_ EL.+9'-0" A.F.F. (17.49' NGVD%16.01' NAVD) I - --___ __—_-_ - —_ - ___t_—_,—_ 1 -- I _! Ali 1W11111 1 iii LOWERLEVEL(T.O.S.)GARAGE - �� F- _ 0 W_ 2 LL 0 0 r- - - - - - - -- LU Q N -------------------------------- 03 03 040 034 0.00' NAVD/+1.49NGVD *.J r -. 031 038 030 03fr 041 �L REVISIONS BY DATE Tm Q BUILDING ELEVATIONS CML 02.22.17 � AA VV PERMIT SET CLICDS 04.16.17 i OEP REVISION CML 05.19.17 r � i• /�� CITY COMMENT CML 07.19.17 C H` W L I C F ------------ FRONT ELEVATION MAX.ROOFHEIGHT -__—_---_—__—_—_—_—_—_—_ EL.+44'-0"A.F.F.(52.49NGVD/51.01'NAVD) - - ---�- --- SIBS:--------- - - - - ._.------------------ I II ! 12 I I '12 Y UPPER ^EVEL(T.O.SJ _— --------- Q.. �.. tl._. Ll EL+35-0 A.F.F.(43.49NGVD/42.01 NAVD) t. 4i \H- --------- — LL W O S qz� F OJ 8 12 Tp. 7 g UPPER LEVEL T.O.S. — _ — _ EL.+2V-0" A.F.F. (33.49' NGVD/32.01' NAVD) TOP OF BEAM EL.+22'-0" A.F.F. (30.49' NGVD/29.01' NAVD) ,l MAIN LEVEL (T.O.S.) _ _ L EL.+11'-0" A.F.F. (19.49' NGVD/18.01' NAVD) ,LL` ggk1 LOWEST HORIZONTAL STRUCT. EL.+9'-0" A.F.F. (17.49' NGVD/16.01' NAVD) ilk LOWER LEVEL(T.O.S.) EL. 0'4" (DATUM 8.5' NGVD/7.01' NAVD)-- GARAGE ------ -- -- EL. -V-2" (7.33' NGVD/5.84' NAV ,\ 0.00' NAVD/ +1.49' NGVD - - - - - - - - 12 3F— Imo', 1IIIIIIIIIIIIIIII=2991F3991�® MATERIALS & PROFILES 1 - 20 SEE A303 FOR DETAIL PROFILE 030 METAL ROOF 031 ALUMINUM IMPACT RATED DOORS AND WINDOWS 032 IMPACT RATED GARAGE DOORS 033 IMPACT RATED METAL AND WOOD ENTRY DOOR 034 EXTERIOR WALL W/ SMOOTH STUCCO FINISH (TYP.) 035 42" H. ALUMINUM GUARD RAIL TO REJECT 4" DIA. SPHERE 036 COLONIAL SHUTTERS 037 BAHAMA SHUTTERS 038 SIDING 039 CORBELS 040 WALL MOUNTED LIGHT FIXTURES 041 WOOD BRACKETS 042 DECORATIVE PANELS POOL OUTLINE I I I I I I I I IL I----T-____-__- \_\ .L 3AEO0TUM 12.3' NGVD 10.084- NAVD) 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-�L--1�--(-- L J J L J L J L L DECK PILING IS POOL PILING IS SHOWN 034 FOR ILLUSTRATIVE SHOWN FOR ILLUSTRATIVE PURPOSES ONLYPURPOSES ONLY _____ __ - - ____.__ - - - - ______ - - _____ __ - LF COPY n RIGHT ELEVATION a I L Q �w H O f'T1 � Itin �7 4' 74 1R I iinl' )" 11 ■I in ALL IDEAS, DESIGNS, ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BYTHIS DRAWING ARE OWNED BY, & THE PROPERTYOF THIS OFFICE, B WERE CREATED, EVOLVED, & DEVELOPED FOR USE ON, S 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 TH ESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & 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 .02017. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS PA, A301 MAX. ROOF HEIGHT EL.+43'-0-1/2" A.F.F. (51.53' NGVD!60..04'-NAVE} - OIL UPPER LEVEL T.O.S. EL.+35'-O" A.F.F. (43.49' NGVD/42.01' NAVD) MAX. ROOF HEIGHT EL.+43'•0-1/2" A.F.F. (51.53' NGVD/50,84 NAVD} - UPPER LEVEL T.O.S.)_ EL.+35'-0" A.F.F. (43.49' NGVD/42.01' NAVD) UPPER LEVEL T.O.S. _ EL.+25'-0" A.F.F. (33.49' NGVD/32.01' NAVD) TOP OF BEAM -0EL.+22A.F.F. (30.49' NGVD/29.01' NAVD) MAIN LEVEL T.O.S. EL.+11'-0" A.F.F. (19.49' NGVD/18.01' NAVD) LOWEST HORIZONTAL STRUCT. _ EL.+9'-0" A.F.F. (17.49' NGVD/16.01' NAVD) LOWER LEVEL T.O.S. EL. 0'-0" (DATUM 8.5' NGVD/7.01' NAVD) AL GARAGE - EL. -1'1 (7.33' NGVD/5.84' NAVD) OIL UPPER LEVEL T.O.S. EL.+25'-0" A.F.F. (33.49' NGVD/32.01' NAVD) TOP OF BEAM EL.+22'-0" A.F.F. (30.49' NGVD/29.01' NAVD) POOL - WATER LINE POOL - DECK INFINITY EDGE POOL In n REAR ELEVATION INFINITY EDGE SPILLWAY TROUGH %1 MAIN LEVEL(T.O.SJ -- --- -- - - ---- — - ---- -- -- ------------- EL.+11'-0" A.F.F. (19.49' NGVD/18.01' NAVD) - - --- -- 1i _� Il LOWEST HORIZONTAL STRUCT. - T f - -- - -- --- - - - =-�- ---- -- - - - - - - El +9'-0" A.F.F. (17.49' NGVD/16.01' NAVD) - ' -- OUTDOOR --J SHOWER �1-6-8" HIGH ACCESS DOOR -- POOL/ OUTDOOR STORAGE ROOM JI1 +i STAIRS (BEYOND) -- DOWN FROM r- TOP OF SLAB POOLDECK -� -------------- / _____ fi" Ff"yANGIBLE SHOWERSTEP " \ / LOWER LEVEL T.O.S. _ __ _ _ - - - - - - EL. 0--0" (DATUM 8.5' NGVD/7.01' NAVD) _ - _ - - - - GARAGE — - - - - - - EL. -1'-2" (7.33' NGVD/5.84' NAVD) MATERIALS & PROFILES 1 - 20 SEE A303 FOR DETAIL PROFILE 030 METAL ROOF 031 ALUMINUM IMPACT RATED DOORS AND WINDOWS 032 IMPACT RATED GARAGE DOORS 033 IMPACT RATED METAL AND WOOD ENTRY DOOR 034 EXTERIOR WALL W/ SMOOTH STUCCO FINISH (TYP.) 035 42" H. ALUMINUM GUARD RAIL TO REJECT 4" DIA. SPHERE 036 COLONIAL SHUTTERS 037 BAHAMA SHUTTERS 038 SIDING 039 CORBELS 040 WALL MOUNTED LIGHT FIXTURES 041 WOOD BRACKETS 042 DECORATIVE PANELS Il 0.00' NAVD/ +1.49'NGVD - - - - - - - - - - - - - - �- FILE COPY LEFT ELEVATION REVISIONS BY DATE BUILDING ELEVATIONS CML 02.22. 17 ZEE PERMIT SET CLICDS. 04,18.17 U Q Q V W �w Lr) � o I� 1 IF u +u u C� PIC ammm C U � �awwtixR�:.LLa�R Ylim Job No.1610267D APR 2 0 2017 T- -0011105 FIRM-t9A003379 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 CONDITIONS SHOWN BY THESE DRAWINGS. SHOP EETAILS OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED Q 2017 ALL RIGHTS RESERVED r7ARCHITECTSPA02 L' 4 REAR TERRACE UPPER LEVEL T.O.S. ___,__ __-__--_ EL.+25'-0" A.F.F. (33.49' NGVD/32.01' NAVD) TOP OF BEAM _ ___ _ EL.+22'-0"A.F.F. (30.49' NGVD/29.01' NAVD) OUTDOOR LIVING j i MAIN LEVEL T.O.S. EL.+11'-0" A.F.F. (19.49' NGVD/18.01' NAVD) LOWEST HORIZONTAL STRUCT. _ _ — _ _ _ EL.+9'-0" A.F.F. (17.49' NGVD/16.01' NAVD) TI F -1F1 1-7 LOUNGE TO TO TO UTILITY GREAT ROOM AmiIiiIiiillml FOYER — Adk LOWER LEVEL T.O.S. �— - _ — - __ - - - - - ---_—_ _ - -- -- -— — -- — - — — --._• _EL. 0'1 (DATUM 8.5' NGVD7NAVD) _— .—= - GARAGE -- -- —— -- = EL. 1 2 (7.33 NGVD/5.84'NAVD) ---:= -_=— _ I _ I I n BUILDING SECTION 1 PLUMBING RISER IITH Agk MAX. ROOF HEIGHT EL.+43'-0-1/2" A.F.F. (51.53' NGVDF60.94' NAVD)- - NGVD/42.01' NAVD) EL.+25-0" A.F.F. (33A9' NGVD/32.01' NAVD) TOP OF BEAM _ _ _ _ EL.+22'-0" A.F.F. (30.49' NGVD/29.01' NAVD) EL.+11'-0" A.F.F. (19.49' NGVD/18.01' NAVD) LOWEST HORIZONTAL STRUCT. _ _ EL.+9'-0" A.F.F. (17.49' NGVD/16.01' NAVD) 0.00' NAVD/+1.49' NGVD \- J 3/16"=V-0" Y, n BUILDING SECTION 2 REVISIONS BY DATE BUILDING ELEVATIONS CML 02.22, 17 PERMIT SET CLICDS 04.18.1-( r ^ U Q wow U Q IH W Ln m� u Q) "u 1 a 44 a U u SIEMENS xww Job No.1610267D APR' 2 9 201.7 t' i..-001110 ALL DEAS, DESIGNS. ARRANGEMENTS ,& PLANS INDICATE[ 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 HONER 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. ® 2017 ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P A NTS 3/16"=1'-0" \N1 w �/) 6/ F— CL 5� NG 1� �IW FltF COPy LOWER LEVEL REFLECTIVE CEILING PLAN f REVISIONS BY DATE BUILDING ELEVATIONS CML 02.22. 17 A PERMIT SET CLICDS O4,18,17 mmmmommm IN U Q QQ� II U � QW MM� � cd n Job No.1610267D APR 2 0 2097 FL-ODH1015 FIRM- 0033-19 ALL IDEAS DESIGNS ARRANGEMENTS, B 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 PLANE 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 8 BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB. & THIS OFFICE MUST BE NOTIRE[ 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. to 2017 ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P.A. Al DRAPERY O 0 - --------- POCKET r I f O O I I EXF POWDER LI-------------------i 10,_a„ C.H. h-, OFFICE ! r I IL-- 1T-8" C.H. O FRONT BALCONY 11-6"C.H T&G CEILING DRAPERY POCKET DRAPERY POCKET 1�11.10 =XF 1 0 L o 0 0 o o CABANA 0 P�A,NT J � �a-ooc.F= '' -.. ----- BREAKFAST J�I, J , O-- � V _ 'C'Y— � O 11' 0" C.H. sDlsacoD ,; �� sDISASCoD U 0 J 0 I 1 0 O I L_ r_______ _______L_ I I 1 I LIVING I o ROOM O I 0-1 j- Ir - -- - ---- r --- I I I I I O O O 0 1 1 O O 0 SDr7CDD C> r , = ELEVATOR1 GUEST •rl O BEDROOM I J 1 LJ LJ 4J II I�-----------, BATH -; --0 1 I � I I 1 D CH 0 O V ® o P O O 4 4 T&G CEILING H -av ExF 0 DRAPERY POCKET OUTDOOR LIVING 11' 6" C.H. O I I i OPEN AIR OCEAN TERRACE 1 1 1 I 1 1 1 1 I 1 1 1 I i WET DECK �1 GAME 11 8" C.H. B ! 0 0 0 I I I I 'I -i (--------r--------- 1 r--------- r� Ji O L_J O L_J 0 i�__J I 1 y 1 1 1 1 1 1 1 1 I I I I DRAPERY POCKET SPA POOL � Opy MAIN LEvcL REFLECTIVE CEILING PLAN 3/16"=1'-0" REVISIONS BY DATE ABUILDING ELEVATIONS CML 02.22. 17 PERMIT SET CLUS O4.18. 17 r /-a U Q �Qv cry O W � � Q W m� ?+ti u r-a {l rl at vN VtiY�r � y;: ammmmmmmmma Job No.1610267D APR 2 0 A17- ilRM ALL IDEAS DESIGNS ARRANGEMENTS & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY. 8 THE PROPERTY OF THIS OFFICE. & WERE CREATED. EOLOED. & DEVELOPED Fore USE ON & IN CONNECTION WITH THE SPBCFIED PRO.IEC r. NONE OF SUCH IDEAS. DESIGNS. ARRANGER ENTS. OR PLANS SHALL BE USED BY OR DISCLOSED I O ANY PERSON. FIRM OR CORPORATION FOR ANv PURPOSE WHATSOEVER WrtHOU I' THE WRI FEN PERMISSION OF RANDALL E. STOFFT. ARCHITECTS, PA WRIT FEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEOENCE OVER SCALE OINIENSIONS CONTRAC TORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB. & THIS OFFICE MAST BE NOTIFIED OF ANY VARIATIONS FROM THE DI NIENSIONS AND CONCH IONS SHOWNBY 1'HBSE DRAWINGS" SHOP DETAILS OF ADEOUATE SCALE MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED ® 2017 ALL RIGHTS RESERVED RANDALL ATOFF F AR HIT ECTS' PA A602 UPPER TERRACE COP) (-,)_UPPER LEVEL REFLECTIVE CEILING PLAN 3ry6•=y P• REVISIONS BY DATE BUILDING ELEVATIONS CML 02.22.1, APERMIT SET CUCOS04.18.1, W C/D U Q c/� O W � � Q W L� � a r Q} Q) $W 781 sA�w tad U LID Q) yq 4-4 ra 4e Slam Job No.1610267D APR 2 0 M7 E.I. 1:: L-0011105 I IRM-.. M.13713 ALL IDEAS. DESIGNS. ARRANGEMENTS, & PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY & THE PROPERTY OF THIS OFFICE. & WERE CREATED EVOLVES & 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 RANDALLE 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 NOTFIE[ OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUBT BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED L 201' ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P A. A603 r-• I I I I 1 1 I r \N► ------------------------------ ----------------------- zg L10 L10 m0 � L10 L4 00 L1 L1 Li L10 I I� 0LI L10 I MAIN LEVEL LIGHTING PLAN 1/8"=1'-0" L2 L2 LOWER LEVEL LIGHTING PLAN 1 Q L1 L2 \N► UPPER LEVEL LIGHTING PLAN EXTERIOR LIGHTING FIXTURE SCHEDULE I QUANTITY MOUNTING 0FLR 1FEB 2FLR TOTAL SYMBOL FIXTURE NAME BULB WATT &TYPE MOUNTING HEIGHT L1 L-016R-F BEACHSIDE LIGHTING 4 21 0 25 SW AMBER FLOOD LED CEILING S'-0'/12'-0"1 (CLEAR LENS I DARK BRONZE FIN.) 101-W L2 SAGA STEP LIGHT (HORIZONTAL 2 4 6 12 (4) 1 W AMBER LED PER FIXTURE WALL 1140' LOUVER) SG-R-I LED-VDL-AML L3 ME VENEERS VSCL-SSCS 5 1 0 6 (1)Spe CF WALL T-0' L4 THOMAS LIGHTING SL92707 (BLACK 2 2 0 4 6 WATT AMBER LED (SYN-LEP6W- WALL THE, BAFFLE & HONEYCOMB LOUVER) PAR20-AMS-120V-STL) L5 PENTAIR INTELLIBRITE 5G 0 e p 8 INTELLIBRITELED SOW - COLOR POOL SIDE BELOW WATER UNDERWATER COLOR CHANGING CHANGING tO BE LOCKED ON RED WALL LINE NOTE: PER 628-33.G155(iNN ALL WINDOWS AND GLASS DOORS VISIBLE FROM ANY POINT ON THE BEACH MUST BE TINTED TO A TRANSMITTANCE VALUE (LIGHT TRANSMISSION FROM INSIDE TO OUTSIDE) OF 46%OR LESS THROUGH THE USE OF TINTED GLASS OR WINDOW FILM. F -t REVISIONS BY 11 AlBUILDING ELEVATIONS CML ( APERMIT SET CLICDS C U Q U H Q 1 1M�1 u d4 U n� IF9 NS APR 2 0 2017 FL-0011H) IRMI-AN(K ALL IDEAS. DESIGNS. ARRANGEMENTS & PLANS I OR REPRESENTED BY THIS DRAWING ARE OWNEI THE PROPERTY OF THIS OFFICE 8 WERE CREATE EVOLVED, & DEVELOPED FOR USE ON. & IN CONN WITH THE SPEC IFIED PROJECT NONE OF SUCH 11 DESIGNS ARRANGEMENTS. OR PLANS SHALL BE OR DISCLOSED TO ANY PERSON. FIRM. OR CORPI FOR ANY PURPOSE WHATSOEVER WITHOUT THE PERMISSION OF RANDALL E. STOFFT ARCHITECT WRITTEN DIMENSIONS ON THESE DRAWINGS SHF PRECEDENCE OVER SCALE DIMENSIONS. CONTR. �SHH,LLiVjEERRIFYY & lBjE1 RESPONSIBLE QFOR CALL �DIMMP §Y Y UdaEAi=AKDlIALNs� IL CONDITIONS SHOWN BY THESE DRAWINGS. SHOE OF ADEOUATE SCALE MUST BE SUBMITTED TO TI FOR APPROVAL BEFORE PROCEEDING WITH FABI ON ITEMS SO NOTED.'D201I. ALL RIGHTS REBER' RANDALL STOFFT ARCHITECTS P A. 1 /8"=1'-0" METAL ROOFING ATTACHED PER LATEST FLORIDA NOA PRODUCT APPROVAL ON 90# ROOFING HOT MOPPED TO 30# BUILDING FELT, TIN -TAGGED TO APA 40/20, 19/32" EXPOSURE 1 PLYWOOD ROOF SHEATHING UPLIFT TIE DOWN, (SEE STRUCTURAL DWG's) MTL. DRIP OVER 1X2 PT OVER 2X6 PT 12 FASCIA BD. W/ (2) 16d 3 @ EACH TRUSS WOOD ROOF TRUSSES @ 24" O.C., MAX. `L 5/8" GYP. BD. CEILING ON METAL HI -HAT CHANNELS @ 24" O.C. (SEE REFLECTED CEILING PLANS FOR CEILING DETAILS) APPLIED WOOD CROWN MOLDING, (BY INTERIOR DESIGNER) P.T. 1x3, CONTINUOUS FIRESTOP POURED CONCRETE TIE BEAM REFER TO STRUCTURAL DWG's FOR DETAILS METAL ROOFING ATTACHED PER LATEST FLORIDA NOA PRODUCT APPROVAL ON 904 ROOFING HOT MOPPED TO 304 BUILDING FELT, TIN -TAGGED TO APA 40/20, 19/32" EXPOSURE 1 PLYWOOD ROOF SHEATHING 4 T.O.B. SEE ELEVATIONS 'e MTL. DRIP OVER 1X2 PT OVER 2X6 PT FASCIA BD. W/ (2) 16d @ EACH TRUSS UPLIFT TIE DOWN, (SEE STRUCTURAL DWG's) --1 n SHED ROOF DETAIL (bY IN I tKIUK UtAlliNtK) P.T. 1x3, CO NTINUOUS FIRESTOP POURED CONCRETE TIE BEAM REFER TO STRUCTURAL DWG's FOR DETAILS TYPICAL EAVE DETAIL 4 I � I I ,� 6 I T.O.B. SEE ELEVATIONS - -.. • • d. I I I II. . . . . . . 0A CONCRETE BLOCK WALL SYSTEM (SEE STRUCTURAL DWG's) , Il UPPER FLOOR SEE ELEVATIONS 5/8" SMOOTH STUCCO FINISH OVER REINFORCED CONCRETE BLOCK WALL (SEE STRUCTURAL DWG's) 4" RECESSED, TYP. MAIN FLOOR SEE ELEVATIONS EXTERIOR WALL ASSEMBLY, SEE 1/A801 P.T. 1x3, CONTINUOUS APPLIED WOOD BASE, (SEE INTERIOR DESIGNER DWG's) FLOOR FINISH, (SEE INTERIOR DESIGNER DWG's) FLOOR SYSTEM, SEE STRUCTURAL DRAWIN PROVIDE SOUND ATTENUATION BATTS FOR SOUND CONTROL %" GYP. BD, CEILING ON METAL HI -HAT CHANNELS @ 24" O.C. (SEE REFLECTED CEILING PLANS FOR CEILING DETAILS) APPLIED WOOD CROWN MOULDING, (SEE INTERIOR DESIGNER DWG's) P.T. 1x3, CONTINUOUS FIRESTOP EXTERIOR WALL ASSEMBLY, SEE 1/A801 P.T. 1x3, CONTINUOUS APPLIED WOOD BASE, (SEE INTERIOR DESIGNER DWG's) FLOOR FINISH, (SEE INTERIOR DESIGNER DWG's) FLOOR SYSTEM, SEE STRUCTURAL DRAWINGS1 LPROVIDE SOUND ATTENUATION BATTS FOR SOUND CONTROL %" GYP. BD. CEILING ON METAL HI -HAT CHANNELS @ 24" O.C. (SEE REFLECTED CEILING PLANS FOR CEILING DETAILS) APPLIED WOOD CROWN MOULDING, (SEE INTERIOR DESIGNER DWG's) 5/8" SMOOTH STUCCO FINISH OVER REINFORCED CONCRETE P.T. 1x3, CONTINUOUS FIRESTOP BLOCK WALL (SEE STRUCTURAL DWG's) EXTERIOR WALL ASSEMBLY, SEE 1/A801 L P.T. 1x3, CONTINUOUS 4" RECESSED, TYP. APPLIED WOOD BASE, (SEE INTERIOR DESIGNER DWG's) FLOOR FINISH, GRADE SLOPED AWAY FROM (SEE INTERIOR DESIGNER DWG's) STRUCTURE, REFER TO CIVIL DWG's FOR CONCRETE FLOOR SLAB, GRADE ELEVATIONS (SEE STRUCTURAL DWG's) GROUND FLOOR �j ... .� i SEE ELEVATIONS HEM CONCRETE FOUNDATION CFCTION SEE STRUCTURAL DWG's( ) TYPICAL_\NvV °LL 5/8" SMOOTH STUCCO FINISH OVER REINFORCED CONCRETE BLOCK WALL (SEE STRUCTURAL DWG's) 4" RECESSED, TYP. h MAIN FLOOR SEE ELEVATIONS 44' RECESSED, TYP. GRADE SLOPED AWAY FROM \ STRUCTURE, REFER TO CIVIL DWG's FOR GRADEELEVATIONS " GROUND FLOOR SEE ELEVATIONS CONCRETE PILE (SEE STRUCTURAL DWG's) — — WAL Tm W P W Cr G W 0. EXTERIOR WALL ASSEMBLY, SEE 1 /A801 P.T. 1x3, CONTINUOUS APPLIED WOOD BASE, (SEE INTERIOR DESIGNER DWG's) FLOOR FINISH, (SEE INTERIOR DESIGNER DWG's) CONCRETE FLOOR SLAB, (SEE STRUCTURAL DWG's) PROVIDE SOUND ATTENUATION BATTS FOR SOUND CONTROL 5%" GYP. BD, CEILING ON METAL HI -HAT CHANNELS @ 24" O.C. (SEE REFLECTED CEILING PLANS FOR CEILING DETAILS) APPLIED WOOD CROWN MOULDING, (SEE INTERIOR DESIGNER DWG's) P.T. 1x3, CONTINUOUS FIRESTOP EXTERIOR WALL ASSEMBLY, SEE 1/A801 P.T. 10, CONTINUOUS APPLIED WOOD BASE, (SEE INTERIOR DESIGNER DWG's) FLOOR FINISH, (SEE INTERIOR DESIGNER DWG's) CONCRETE FLOOR SLAB, (SEE STRUCTURAL DWG's) t I I I I I III III. I_- I FOUNDATION id(SEE STRUCTURAL DWGPIL. COPY • �•° I I I I I I I ECTII G UEST BEDROOM @ REVISIONS BY D) Z\ BUILDING ELEVATIONS CML 02. QPERMIT SET CLUS. 04. U Q V H Z Lr) Z m I� r Ca" u s , �qq �• L. U , s Cf3 JIM mmm I IRA, I Mil 1-1-0011105 ('IPN') ..k,VX)3 ALLIDEAS DESIGNS. ARRANGEMENTS. a PLANSIND OR REPRESENTED BY THIS DRAWING ARE OWNED B THE PROPERTY OF THIS OFFICE. 8 WERE CREATED. EVOLVED. 8 DEVELOPED FOR USE ON, d IN CONNEC WITH THE SPECIFIED PROJECT NONE OF SUCH IUE: DESIGNS. ARRANGEMENTS OR PLANS SHALL BE US OR DISCLOSED TO ANY PERSON FIRM. OR COB FOR. FOR ANY PURPOSE WHATSOEVER `NITHOUT THE WE PERMISSION OF RANDALL E STOFFT. ARCHITECTS.I WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL PRECEDENCE OVER SCALE DIMENSIONS. CONTRAC" SHALL VERIFY A BE RESPONSIBLE FOR ALL DIMENSI CONDITIONS ON THE JOB. 8 THIS OFFICE MUST BE OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP D OF ADEQUATE SCALE MUST BE SUBMITTED TO THIS FOR APPROVAL BEFORE PROCEEDING WITH FABRIC ON ITEMS SO NOTED. S 2017. ALL RIGHTS RESERVE[ RANDALL STOFFT ARCHITECTS RA A801 1-1 /2"= V-0" 3/4"=1'-0" 3/4"=T-0" METAL PIPE OR CONDUIT 1,2,3 OR 4 HOUR FIRE RATED CONCRETE FLOOR SLAB — CP-25 CAULK NOTE: USE CP-25 SIL SELF -LEVELING CAULK ON HORIZONTAL SURFACES WHEN FILLING GAPS FROM ABOVE THE PENETRATION. USE CP-25 NIS NO -SAG CAULK ON VERTICAL SURFACES AND ON HORIZONTAL SURFACES WHEN FILLING GAPS FROM BELOW. FILL GAP COMPLETELY AROUND PIPE WITH CP-25 S/L CAULK (SEE NOTES 3 - 5) �— DAMMING MATERIAL (FIBERGLASS INSULATION, BACKER ROD OR MINERAL WOOL) ENOUGH TO SUPPORT WEIGHT OF CP-25 S/L CAULK, SECTION VIEW 1, 2,3 OR 4 HOUR RATED CONCRETE BLOCK WALL FOR SOLID CONCRETE WALL (SEE NOTE 1) DAMMING MATERIAL METAL PIPE OR CONDUIT CP-25 NIS CAULK BOTH SIDES OF WALL (SEE NOTES) SECTION VIEW NOTES: 1. FOR SOLID CONCRETE WALLS, CENTER CP-25 NIS CAULK WITHIN WALL WITH DAMMING MATERIAL ON ONE SIDE. 2- RECOMMENDATIONS BASED ON PRODUCT PERFORMANCE PER ASTM E-814 (UL1479) FIRE TEST AND ILL. CLASSIFICATIONFIRE STOP SYSTEM 49. 3- WET INSTALLED DEPTH OF CP-25 CAULKS DEPENDS ON TYPE AND SIZE OF PIPE', AND DESIRED FIRE RATING. WET DEPTH PIPE SIZE MAX FIRE RATING 1/2" (13mm) 8" (203mm) MAX 1 -2 HOURS 1" (25mm) 8" (203mm) 3 -4 HOURS 4, UP TO 40% SHRINKAGE OF CP-25 NIS OR SIL CAULK IS ACCEPTABLE AFTER INITIAL WET DEPTH INSTALLATION. 5. MAXIMUM ANNULAR SPACE TO BE FILLED IS 2 IQ" (64MM), FIRE RATED GYPSUM WALL BOARD NUMBER OF LAYERS OF FIRE RATED GYPSUM ON EACH SIDE OF STUD WALL HOURLY RATING 1 ----1 2---'----- 2 WOOD OR STEEL STUD WRAP PIPE WITH FS-195 WRAP/STRIP 1" (25mm) WIDE (SEE NOTE 7) TO FILL GAP, FRICTION FIT INTO OPENING OR SECURE WRAP TO PIPE WITH 18 GAUGE STEEL TIE WIRE AND SLIDE INTO OPENING FLUSH WITH EXTERIOR PANEL OF FIRE RATED WALL BOARD. (SEE NOTE 2) - - METAL PIPE OR FIBERGLASS INSULATED METAL PIPE. SEAL ENTIRE EDGE AND Q SEAMS WITH 1/4" (6mm) LAYER OF CP-25 NIS CAULK CUT SLOTS IN FLOORING OVER DRAIN NON-SKID STONE FLOORING ON EPDXY BASED SETTING MATERIAL TROUGH POURED & GROUT OVER TRAFFIC COATING SECTION VIEW INTEGRAL WITH NO PHOSPHATE BASED MORTAR) BALCONY FOR DRAINING TRAFFIC COATING SLOPE SLOPE WRAP OVER EDGE 3" MIN TO DRAI � TO DRAIN - NOTES: 1, IF ANNULAR SPACE IS LESS THAN 1/2" (13mm), AND INSULATION THICKNESS ON SILICA SAND PIPE IS 1" (25mm) OR LESS, USE ONE WRAP OF 1" (25mm) WIDE FS-195 AS SHOWN. 2" SMOOTH STUCCO ° f I Nz (51mm) WIDE WRAPS MUST BE USED IF EITHER OF THE FOLLOWING CONDITIONS G.C. TO PROVIDE °� EXISTS: A. ANNULAR SPACE EXCEEDS 1/2" (13mm) B. PIPE INSULATION THICKNESS MOCK-UP FOR a d ° CO ° a D IS GREATER THAN 1" (25mm) THIS DESIGN IS RECOMMENDED FOR METAL PIPE AND ARCHITECTS REVIEW I ° a d ° INSULATED METAL PIPE WITH 3" (76mm) OR LESS OF FIBERGLASS INSULATION. ¢ SPACE BETWEEN SURFACE OF PENETRANT AND WALLBOARD MUST ACCOMODATE > ° A7 LEAST 1 WRAP OF FS-195 PER INCH (25mm) OF PIPE INSULATION. ANY REMAINING ° ° e ANNULAR SPACE TO BE FILLED WITH ADDITIONAL FS-195 WRAPS UNTIL ANNULAR SLOPE BALCONY SPACE IS LESS THAN 114" (6mm). FILL REMAINING 1/4" (6mm) WITH CP-25 NIS CAULK. TOPS TO TROUGH pTHE MINIMUM ANNULAR SPACE FOR THIS DESIGN IS 1/4" (6mm): THE MAXIMUM DRAIN ANNULAR SPACE IS 3" (76mm). 2. INSTALL 3M FIRESTOP ON BOTH SIDES OF WALL. STUCCO DRIP GROOVE 1x6 T&G CLG SMOOTH FACE, 3. RECOMMENDATIONS BASED ON PRODUCT PERFORMANCE PER ASTM E-814 PVC LEADERS SQUARE JOINT (UL1479) TIME TEMPERATURE FIRE CURVE. UL CLASSIFICATION PER SYSTEM #147. TYP. -01, o ALCOM"Y DRAM `04 F91RE STOP H93C . DD E4G° L S 5l8" STUCCO E P STUCCO STOP 2111 SCREED TAPCON MIN. 0 0 SEALANT 0 FORMED METAL COUNTER -FLASHING 3# LEAD. FORM LEAD FLAT LOCK SEAMED z TO CONTOUR OF ROOFING MATERIAL. TO 3# LEAD. 2014 FLORIDA BUILDING CODE -RESIDENTIAL NOTE: PER SECTION P2705 INSTALLATION, ITEM #5: "THE CENTERLINE OF WATER CLOSETS OR BIDETS SHALL NOT BE LESS THAN 15 INCHES FROM ADJACENT WALLS OR PARTITIONS 0 NOT LESS THAN 15 INCHES FROM THE CENTERLINE OF A BIDET T( THE OUTERMOST RIM OF AN ADJACENT WA TER CLOSET. THERE SHALL BE AT LEAST 21 INCHES CLEAR IN FRONT OF THE WATER CLOSET, BIDET OR LAVATORY TO ANY WALL, FIXTURE OR DOOR. 7WT5Dfl(eRfA\fl ID)(IIIIIMI_gNK P 5�flW71I[RRFF_R ((R`HIFFnf12ANNe-F9 �3 PEEL AND STICK ELASTOFLEX SAP BY POLYGLASS. INSTALL PER MANUF SPEC. AND TO MEET ALL CODES. Iryll 30F A o My` ka CHU MXLL EXTEND ELASTOFLEX SAP UP WALL BEHIND COUNTER - FLASHING 8" MIN. 8" C.M.U. WALL -REFER TO DRAWINGS FOR DETAILS 20 ga. METAL FRAMING @ 16" O.C. MAX. OR AMRSTRONG DRYWALL GRID SYSTEM — (SUSPENDED FROM STRUCTURE 4' O.C. MAX,) c CCEOdOM DD E71 L CMU OR CAST IN PLACE WALL` CONCRETE as FASTENERES AS REQUIRED CLIP ANGLE, NO LESS THAN METAL JOIST DEPTH MINUS 1/2" (ATTACH CLIP & TRACK TO CONCRETE w/ EXP. , ANCHOR BOLTS, OR TAPCONS) NOTE: PROVIDE SOLID BLOCKING & BRIDGING AS REQUIRED CD Tr wz J J UU a �O Oz �W 5/8" GYP. BD. FASTENED 6" O.C.@ PERIMETER & 8" O.C. BALANCE METAL JOIST TRACK METAL JOIST C�C=O�OG�C =37 A44ACHLfI EN7 DEVAOL P.T. lx3 FURRING NAILER ROOF TRUSSES OR CEILING FRAMING (SEE PLAN) LLWOOD CASING 1/2" MIN. 'CDXPLYWOOD PANEL 1/2" MIN. TYPE'X' GYP. BD. SCREWED TO PLYWOOD PANEL CCOJ 24" MAX. Lq SOUND INSULATION LU z w z IF REQUIRED U) a (VERIFY w/ OWNER) 06 u � W1 W1S hl 5/8" DRYWALL EA. SIDE **SEE NOTE** Lu METAL FRAMING (25ga) @ 24" O.C. cn MAX. SOUND INSULATION, IF REQUIRED (VERIFY w/ OWNER) METAL SILL CHANNEL OVER PLATE W O1-HOUR RATED 5/8" GYP BD. TYPE'XOR CEMENT BOARD (SEE PLAN) 0. ASSEMBLY -METAL FRAMING (25ga) @ 24" O.C. MAX. **see note** -MIN. R-11 BATT INSULATION -5/8" GYP BD. TYPE'X' OR CEMENT BOARD (SEE PLAN) NOTE: **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON -TILED WALLS NOT IN DIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, OR CEMENT BACKER BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH AS SHOWERS & TUB SURROUNDS** 1 1 /2"= V-0" TVMCAL ON'TEEG 90H PIAR4OMH CMi ALL w1 wz 4 EXTERIOR 5/8" STUCCO FINISH (VERIFY FINISH & COLOR) a INTERIOR INTERIOR clnG W3 EXTERIOR SIDE CMU WALL OR CAST IN v PLACE CONCRETE (SEE STRUCTURAL DWG's) e" DRYWALL (USE MOLD RESISTANT DRYWALL ON ALL EXTERIOR PERIMETER WALLS) ON MIN. 7/8" FRAMING @ 16" O.C. MAX. WITH R-4.1 RIGID INSULATION (MINIMUM) @ ONE SIDE OF WALL ONLY NOTE: **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON -TILED WALLS NOT IN DIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, USE CEMENT BACKER BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH 1 1/2"=V-0" AS SHOWERS & TUB SURROUNDS** 1 1/2"=1'-0" D 4�7G°�OC�A� MERBOR CHU MALL 1 HR RATED ASSEMBLY INTERIOR /8" GYP BD. TYPE'X' OR 5 CEMENT BOARD (SEE PLAN) INTERIOR SPACE INTERIOR W4 CMU WALL OR CAST IN INTERIOR PLACE CONCRETE (SEE STRUCTURAL SPACE DWGS) 5' DRYWALL (USE MOLD RESISTANT DRYWALL ON ALL EXTERIOR PERIMETER WALLS) ON MIN. %" CHANNELS @ 16" O.C. MAX. WITH R-4.1 RIGID INSULATION (MINIMUM) @ ONE SIDE OF WALL ONLY 2x4 SOLID RABBETED JAMB NAILED TO BOTTOM NOTE: CHORD OF TRUSS w/ 10d NAILS @ 8" O.C. **USE WATER RESISTENT GREEN BD. FOR ALL PAINTED, NON -TILED WALLS NOT IN DIRECT CONTACT w/ WATER SUCH AS BATHROOMS & KITCHENS, OR CEMENT BACKER GYP. BD. CEILING BD. (DUROCK) FOR ALL TILED WALLS IN DIRECT CONTACT w/ WATER, SUCH AS 1 1/2"=1'-0" SHOWERS & TUB SURROUNDS** 1 1/2"=T-0" 10 TVPOC AL AMC ACCESS SAS DETAL 6 It YMCAd O 7EHOOR CHU MALL W4 2 C.M.U. WALL- ) BEAD REFER TO DRAWINGS FOR VERTICAL WALL PAN DETAILS. FLASHING NAILED TO WALL WITH 30°, 1" ' RETURN. 5/8" STUCCO g G300F QNiD=r=RK2 CHU YALL EXTEND ELASTOFLEX SAP UP WALL BEHIND COUNTER -FLASHING MIN. 4". EXTERIOR FINISH (SEE ELEV.) GYP. BD. FINISH (SEE WALL TYPE IU WALL OR CAST IN PLACE INCRETE =E STRUCTURAL DWG's) N. R-4.1 RIGID INSULATION GYP. BD. FINISH (SEE WALL 'PE & FLOOR PLANS) N. 1/8' FRAMING EE WALL TYPE & FLOOR PLANS) =TALFRAMING EE WALL TYPE & FLOOR PLANS) FUND INSULATION k OEE WALL TYPE & FLOOR PLANS) FIDE I/OpY 9 37MD 1W 11 iL1, 7C,) I(1 o0MCNE Nu p FD)I, r AI III_ WALL Q�1D C"ELONG" DETAOLS REVISIONS BY QBUILDING ELEVATIONS CML PERMITSET CLICDS �1 LJ S-a CIS ?C� Gib r o.a d ^j � C,J 2 0 2G17- 1-L-0011105 FIRM-AAO( ALL IDEAS. DESIGNS ARRANGEMENTS & PLANS II OR REPRESENTED BY THIS DRAWNG ARE OWNEL THE PROPERTY OF THIS OFFICE. & WERE CREATE EVOLVED. & DEVELOPED FOR USE ON. & IN CONN WITH THE SPECIFIED PROJECT. NONE OF SUCH IL DESIGNS. ARRANGEMENTS. OR PLANS SHALL BE I OR DISCLOSED TO ANY PERSON, FIRM OR CORK FOR ANY PURPOSE WHATSOEVER WITHOUT THE' PERMISSION OF RANDALL E. STOFFT, ARCHITECT' WRITTEN DIMENSIONS ON THESE DRAWINGS SHA PRECEDENCE OVER SCALE DIMENSIONS. CONTRI SHALL VERIFY & BE RESPONSIBLE FOR ALL DIME! CONDITIONS ON THE JOB & THIS OFFICE MUST BI OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS SHOP OF ADEQUATE SCALE MUST BE SUBMITTED TO TF FOR APPROVAL BEFORE PROCEEDING WTH FASF ON ITEMS SO NOTED 'C 2017 ALL RIGHTS RESER\ RANDALL STOFFT ARCHITECTS PA. CASING BY INTERIOR 2X6 P.T. BUCK W/ 1/4" DIA. x OR OWNER 1-3/4" EMBED. @ 12" O.C., 6" E,E. WOOD CASING, BY OWNER t PROVIDE 2-1/4" MASONRY ■ lX6 P.T. NAILER EDGE DISTANCE 06 DRALL SEE METAL STUD PARTITION w/ PROVIDE SHIMS AS REQUIRED r JAMB EXTENSION AS NEEDED WALL SECTIONS GYPSUM WALLBOARD METAL STUD PARTITION w/ WOOD DOOR , ATTACH DOOR FRAME (SEE WALL TYPES) GYPSUM WALLBOARD (SEE FLOOR PLAN) _ PER LATEST NOA PRODUCT BLOCKING AS REQ'D (SEE WALL TYPES) WOOD CASING, PAINT GRADE C APPROVALS PROVIDE SHIMS AS DOOR STOP (VERIFY w/ OWNER) IMPACT RATED EXTERIOR REQUIRED PRE -HUNG WOOD DOOR FRAME DOOR (NOT FRENCH) PER 7 WOOD CASING BY OWNER p STOP BEYOND W ,EXTENDLATEST NOA PRODUCTDOOR tttcct�� (I� 11 WATERPROOFIAG APPROVAL PRE -HUNG WOOD DOOR FINISH FLOOR VARIES BY STONE OR BRICK FRAME ROOM THRESHOLD DOOR STOP (VERIFY SPEC's w/ OWNER) BLOCKING AS REQ'D VULKEM SEALANT ON WOOD DOOR (SEE FLOOR PLAN) NOTES: PRE -HUNG WOOD CONCRETEFLOOR TPLAN) a . ° °a (SEE ) LL BACK SIDE &FRONT BACK 1.VERIFY w/ OWNER IF SOUND DOOR FRAME ° ° . W WATERPROOFING INSI\&jOF BUCK NOTES: INSULATION WILL BE REQUIRED.WOODDOOR aFACE OF OPENINGS, SE SPECS. STUCCO RETURN 1.VERIFY w/ OWNER IF SOUND 2. VERIFY HINGE SIDE w/ FLOOR PLAN. SEE DOOR SCHEDULE ( ) NOTES: INSULATION WILL BE REQUIRED. STUCCO w/ 1.VERIFY w/ OWNER IF SOUND SMOOTH FINISH 2. VERIFY HINGE SIDE w/ FLOOR PLAN. INSULATION WILL BE REQUIRED. 2. VERIFY HINGE SIDE w/ FLOOR PLAN. FILLED CELL OR POURED COL., SEE STRUCT. *CAULK AS REQUIRED 1Yz"=l'-0" *CAULK AS REQUIRED 1Yz"=l'-0" *CAULK AS REQUIRED 1Yz"=l'-0" `u/ DOOR OM4 YOM JAM 027AOO= R ITEM MITIERDOR [DOOR MAD DEMML G I]/ TVP° N ERMH DOOR JAN3 DD ETADL G l 7Vp° DK4EPDOO R DOOR R THIRESKOO LDD DD E TAL D NOTES: PRECAST LINTEL OR CMU WALL OVER PRECAST PLASTER w/ SMOOTH LINTEL OR POURED CONC. FINISH PRECAST LINTEL OR PRECAST LINTEL OR 8" OVERLAP 1. CAULKING, SEALANT, ADHESIVE, POURED BEAM BEAM, SEE STRUCT. % POURED BEAM POURED BEAM OR GASKET SEALS WINDOW FRAMING (SEE STRUCTURAL (SEE STRUCTURAL DWG's) (SEE STRUCTURAL DWG's) AND WALL JOINTS TO FORM AIR BARRIER. STUCCO W DWG's) 2X6 P.T. BUCK W/ Yy" STUCCO STUCCO SMOOTH FINISH TAPCONS W/ WASHERS IY;' FINISH SMOOTH FNISH SMOOTH FNISH FINISH 2. THESE PRINCIPLES ARE ALSO APPLICABLE TO DOOR STUCCO w/ Q EMBED @ 8" O.C. MAX, 2" 17 WEATHERPROOFING. DRYWALL SEE c� ` ° WALL SECTIONS SMOOTH FINISH FROM CORNER O a ° O ° ° ° t_4 MOISTURE>BARRIER OVERLAPPED Q_ DIRECT WATERPROOFING INSIDE & LL .° o p z STONE SURROUND IF o O WATERPROOFING INSIDE & z ILL FACE OF OPENINGS, SEE ®p ° DRYWALL SEE z oA o RYWALL SEE MOISTURE AWAYOM FACE OF OPENINGS, SEE z s ° 1X6 P.T. NAILER z O APPLICABLE Lu SPECS. z WALL SECTIONS w WATERPROOFING INSIDE & z OALL SECTIONS � STRUCTURE/ FRAMIN �, °' SPECS. ° .F � X FACE OF OPENINGS, SEE w o. w w , " °° ° 3Y$° , w LU / w w a ° 1X6 P.T. NAILER SPECS. w, a °6 P.T. NAILER NN 3. CASING BY INTERIOR °, T �• _" CASING BY INTERIOR OR 61 A@N. ? ° ° OR OWNER 6 OWNER HEAD CASING/ TRIM 6 6 CASING BY INTERIOR OR 6 JAMB EXTENSION AS CORNER BEAD STANDARD 2" TRACK, TORSION SPRING OWNER JAMB EXTENSION AS NEEDED NEEDED \' DRIP KERF IN OPERATED O.H. 2X4 P.T. BUCK W/ 2X6 RIPPED P.T. BUCK 6" MIN. P.T.BUCK 2X6 T. BUCK W/ 1/4" STONE SURROUND & STUCCO RETURN GARAGE DOOR. O.C.MAX, 2" STONE SURROUND & 1Yq" EMBED @ 8" C. MAX, 2" 12 O.0 STONE SURROUND & DIA. x 1-3/4" EMBED. @ 12" O.C., 9 MIN. DIA. x EMBED. @ RETURN OTIONAL RETURN, SEE FROM CORNER RETURN OPTIONAL 6" E.E. 12 O.C., 6 E.E. ( SEE ELEVATIONS „ PROVIDE 2-1/4OVERHEADDOOR STEEL INSULATED IMPACT WATERPROOFING INSIDE & ELEVATIONS IMPACT RATED FRENCH SEE ELEVATIONS PROVIDE 2-1/4" MASONRY ) EDGE DISTANCE WINDOW UNIT MASONRY EDGE w FACE OF OPENINGS, SEE SPECS. RATEDWOOD VENEER INSTALL PER VULKEM SEALANT ON DOOR INSTALL PER DISTANCE PRODUCT APPROVAL BACK SIDE & FRONT PRODUCT APPROVAL VULKEM SEALANT ON FOLDED OR \•° VULKEM SEALANT ON IMPACT RATED SLIDING OF BUCK BACK SIDE & FRONT IMPACT RATED FRENCH SOLDERED SILL BACK SIDE & FRONT DOOR INSTALL PER WD. MOULD OVER OF BUCK DOOR INSTALL PER FLASHING SILL (SLOPED TOP) OF BUCK PRODUCT APPROVAL 1X6 SMOOTH PRODUCT APPROVAL JAMB CASING/ TRIM OVERHANGS APRON +/_ 1° Y4"=1,_0„ CEDAR BD. OVER 1X PT. FURRING 1Yz''=1'-0" *CAULK AS REQUIRED 1Yz"=1'-0" *CAULK AS REQUIRED 1Yz°=1'-0" Mn90 nMDD U� Mn7A4EG3pG�30O OG�OG�C'` M Q CAG3AWE [DOOR OG3 HUD DC=4A0L 4MC&L MnIDHDOO Mt7 HEAD DMADL 8 r17PDCAD= FRCHOa DOOR HEMDC4AL O ACCEPTABLE WATERPROOFING 2X6 P.T. BUCK WI 1/4" DIA. x 1-3/4" EMBED. @ 12" O.C., 6" E.E. INDICATES SKIM COAT PLASTER w/ SMOOTH FINISH 2X4 P.T. BUCK W/ 1/4" DIA. x 1. THOROSEAL MIXED w/ ACRYL 60 WATERPROOFING MEMBRANE AROUND CASING BY INTERIOR PROVIDE 2-1/4" MASONRY OR OWNER EDGE DISTANCE 2X6 P.T. BUCK W/ Y4° TAPCONS W/ WASHERS fYa" E.E. CASING BY INTERIOR 1-3/4" EMBED. @ 12" O.C., 6" E.E CASING BY INTERIOR 2X P.T. BUCK W/ 1/4' DIA. x OR OWNER 1-3/4" EMBED. BED. @ 12" O.C., 6" E.E. PERIMETER OF ALL WINDOW OPENINGS, EXTEND 9" MIN. AROUND PERIMETER FACE EMBED @ 8" O.C. MAX, 2" FROM CORNER OR OWNER PROVIDE 2-1/4" MASONRY PROVIDE 2-1/4" MASONRY EDGE lX6 P.T. NAILER JAMB EXTENSION AS NEEDED EDGE DISTANCE 1X6 P.T. NAILER 1X6 P.T. NAILER DISTANCE 2. VULKEM 350NF R MEMBRANE, 25 WET MILS MINIMUM INSIDE OPENING & MINIMUM AROUND EE DRYWALL SIMPACT RATED SLIDING RECESS IN CONCRETE DRYWALL SEE JAMB EXTENSION AS NEEDED DRYWALL SEE 10 WET MILS W/ AGGREGATE FOR STUCCO FINISH. EXTEND 12" WALL SECTIONS DOOR INSTALL PER WALL SECTIONS WALL SECTIONS JAMB EXTENSION AS PERIMETER FACE. PRODUCT APPROVAL INTERIOR SILL, SEE BY INTERIOR NEEDED STEEL INSULATED IMPACT RATED OR OWNER " VULKEM SEALANT ON OVERHEAD DOOR w/ WOOD VENEER _ IMPACT RATED WINDOW - IMPACT RATED FRENCH DOOR N BACK SIDE & FRONT v INSTALL PER PRODUCT APPROVAL ° N INSTALL PER PRODUCT INSTALL PER PRODUCT APPROVAL OF BUCK APPROVAL WD. MOULD OVER 1X6 SMOOTH CEDAR EXTEND ° EX #END ° VULKEM SEALANTFROON EXTEND ; ° ° BD. OVER 1X PT. FURRING WATERPF3QOFING : ° WATERPI3QOFING : BACKS & WATERPROOFING �- STONE OR BRICK EXTERIOR STONE SILL ° OF BUCK a THRESHOLD WATERPROOFING MEMBRANE AROUND STONE R WATERPROOFING INSIDE & OPENINGS, SEE SPECS. STONE SURROUND & DRICK THRES O FACE OF OPENINGS, SEE RETURN OPTIONAL SPECS. (SEE ELEVATIONS) STONE SURROUND & RETURN OPTIONAL STUCCO w/ SMOOTH FINISH STUCCO w/ STUCCO w/ WATERPROOFING INSIDE & STUCCO w/ SMOOTH FINISH (SEE ELEVATIONS) SMOOTH FINISH CORNER BEAD SMOOTH FINISH FACE OF OPENINGS, SEE FILLED CELL OR STONE SURROUND SPECS. FILLED CELL OR FILLED CELL OR WATERPROOFING INSIDE & FACE OF OPENINGS, SEE POURED COL., SEE STRUCT. STONE SURROUND & FILLED CELL OR POURED COL. AT IF APPLICABLE, SEE ELEVATIONS POURED COL., SEE POURED COL., SEE STRUCT. SPECS. RETURN OPTIONAL CMU WALL, SEE STRUCT. (SEE ELEVATIONS) STRUCT. *CAULK AS REQUIRED 1YF=V-0" *CAULK AS REQUIRED 1Y2"=V-0" *CAULK AS REQUIRED 1Yz"=l'-0" *CAULK AS REQUIRED 1Y2"=l'-0" M9A�E0 G°��OOG�0G�0 SPECS a SLODOM O0=ABB DOOR JAHo DM7AOO= p 3ARAC E DOOR JAN o DE�AOL>= YMOM J&HB DE u AOD= F TYMAD= mmmc m DOOR JAm3 DG4AUL D 1. ALL WINDOWS & EXTERIOR DOORS SHALL BE DESIGNED & INSTALLED TO WITHSTAND 170 MPH WIND LOADS AS REQUIRED BY FLORIDA BUILDING CODE 2014 AND ALL APPLICABLE CODES. SLIDING GLASS STONE OR,STUCCO 2. GENERAL CONTRACTOR TO VERIFY MASONRY OPENINGS REQUIRED WITH WINDOW & ALUMINUM BI-PARTING DOOR SILL RISER (SEE MFG. SPEC's) MOULD & 1X6 SMOOTH CEDAR BD. TILE OR EPDXY FLOOR EXTENSION JAMB IF APPLICABLE DOORJAMB EXTENSION / DOOR SPECIFICATIONS. SLIDING GLASS DOOR SEE DOOR SCHEDULE ( ) *ADJUST (VERIFY w/ OWNER) (SEE ELEV'S) IMPACT RATED FRENCH DOOR INSTALL PER STONE OR STUCCO FRENCH DOOR & (/\ FINISH FLOOR AS EXTENSION JAMB IF ALUM. THRESHOLD, 3. ALL EXTERIOR WINDOW & DOOR GLAZING TO BE TINTED TO REDUCE SOLAR HEAT NECESSARY TO FINISH OUT FLUSH ATTACHMENT PER CAST STONE PRODUCT APPROVAL APPLICABLE (SEE ELEV'S) INSTALL PER GAIN. w/ SLIDING GLASS DOOR SILL MFG. SPEC's SURROUND, BEYOND WINDOW SILL PRODUCT APPROVAL RISER 2X4 P.T. BUCK W/ 1/4" DIA. 4. ALL WINDOWS &EXTERIOR DOORS TO HAVE A SOLAR HEAT GAIN COEFFICIENT (SHGC) EXTERIOR LANAI STUCCO RETRUN (SEE ELEV'S) x 1-3/4" EMBED. 12" O.C., �° 1X P.T. BUCK W//4" AS INDICATED IN FLOOR FINISH 6" E.E. TAPCONS 1Yz"EMBED THE ENERGY CALCULATIONS. CONCRETE FLOOR SLAB SLOPE DRIVEWAY PAVERS (VERIFY w/ E VULKEM SEALANT ON 6 PROVIDE 2-1/4" MASONRY @ 12" O.C., 2"MAX VULKEM TRAFFIC COATING OWNER) BACK SIDE & FRONT EDGE DISTANCE B FROM CORNERS. 5. G.C. SHALL SUBMIT ALL REQUIRED ENGINEERED SHOP DRAWINGS AND DOCUMENTED SLOPE OF BUCK z° _ , z SILL &APRON BY INTERIOR STONE OR BRICK WINDOW AND DOOR WATERPROOFING INSIDE & LL OR OWNER PAVERS RISERS & FINISHED FLOOR, BY ARCHITECT. TESTING SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE° . ° FACE OF OPENINGS SEE FA � RCS. to � ° SPECS. THRESHOLD TYP. OWNER ( ) � • . . 6. SEE FLOOR PLANS FOR WINDOW &DOOR LOCATIONS. • °° • p ° 1X6 P.T. NAILER 7. ALL WINDOWS & DOORS SHALL BE MANUFACTURED TO PROVIDE ALL JOINING ° INDICATES CONCRETE SLAB " o ° ° DRYWALL SEE WALL %"RECESS CONCRETE MATERIALS AND NECESSARY (SEE STRUCTURAL DWG's) SECTIONSuj SLAB TYP. INSTALLATION ACCESSORIES AS REQUIRED PER WINDOW OR DOOR DESIGN TO MEET STUCCO w/ co CODE FOR LOADS. a INDICATES STEEL INSULATED DOOR w/ WOOD VENEER SMOOTH FINISH a ,' . 1" RECESS @ DOOR 8.3Yz., °•4Y2"" THRESHOLD 8. SEE BUILDING ELEVATIONS, DOOR & WINDOW SCHEDULES FOR HEAD HEIGHTS, (SEE DOOR SCHEDULE) POURED CONCRETE SILL MUNTIN BARS, AND OVERALL CONCRETE FLOOR (SEE STRUCTURAL DWG's) 8" CONFIGURATION. 9. SHOWER WINDOWS TO HAVE WINDOW TREATMENT FOR PRIVACY. SLAB *CAULK 1Yg'=1'-0" *CAULK 1Yz°=1'-0" *CAULK AS REQUIRED 1Yz"=1'-0" ---- *CAULK AS REQUIRED FILE CoplyY2V-011 AS REQUIRED AS REQUIRED LK7EROOR CMi OMBOY Il DOOR REHMU NOTES SLODWR QUISS DOOR OR BOLL DE7&OL G lfiz% 5 DOOR BOLD DL�iAOO= VPDCL%L WMDOM RU DZ`D'ADD= E A TYPOC AL G=REHICa DOOR UDDO=E DE7&OLsoon= REVISIONS BUILDING ELEVATIONS PERMIT SET a -0011105 FIRM ALL IDEAS DESIGNS. ARRANGEMENTS OR REPRESENTED BY THIS DRAWING, THE PROPERTY OF THIS OFFICE. & WE EVOLVED. & DEVELOPED FOR USE ON. WITH THE ARRANGED PROJEO. NONE DESIGNS, ARRANGEMENTS SOR ONFIRPLANS OR ANYPSEDTO ANY WHATSOEVER FIRM FOR PERMISSION PURPOSE DALL E EVER WIT PERMISSION OF RANDALL E STOFFT , WRITTEN DIMENSIONS ON THESE DRn PRECEDENCE OVER SCALE DIMENSIOJ SHALL VERIFY & BE RESPONSIBLESIBLE LOT FOF OONDITIONS ON THE JOD. B THIS ID EIi OF ANY VARIATIONS SHONs FROM T THE DRAW ES CORE ITIONSE SCALE BY THESE DRAW OFADEQUATE SCALEMUST BEC SEPAL EDIN ON ITAPPROVALSSON BEFORE RE PROCEEDING RIGF ON ITEMS T NOTED. HITEi ALL RIGF RANDALL STOFFT ARCHITECTS P.A - LOWER FLOOR INTERIOR SCHEDULE DOOR Number - SIZE TYPE NOTES FIRE RATING _ SWING LOCATION WIDTH HEIGHT 110 A 3'-0" 8 —0' INTERIOR -- -- RIGHT GARAGE 111 A 4'-6" 8'-0" INTERIOR —DOUBLE -- -- NA SONUS ROOM 112 A 2'-8" 8'-0" INTERIOR -- -- _ LEFT *S ace not found* 113 A 3'-0" 8'-0" INTERIOR -- _-- LEFT BONUS ROOM LOWER FLOOR EXT. DOOR SCHEDULE Number WIDTH HEIGHT SIZE TYPE NOTES Fire Rating TRANSOM -HEIGHT 100 3'— 6 1 8'-0" FRONT ENTRY SOLID WOOD W 18" SIDELIGHTS -- ? 101 5'-4" 6'-8" ENTRY —DOUBLE FRENCH DOOR -- 0.000 102 10 i 0 1 9'-0" OHGD FLUSH PANEL STEEL GARAGE DOOR -- 0.000 103 10'-0" 9'-0" OHGD FLUSH PANEL STEEL GARAGE DOOR — 0.000 LOWER FLOOR WINDOW SCHEDULE Number SIZE TYPE HEAD HT. EL. TRSM.HT. NOTES WIDTH HEIGHT 100 1'-6" 5'-6' SINGLE—NOSILL 0'-0" PART OF DOOR 10b 101 1 —6" 5'-8" SINGLE—NOSILL 8'-0" 0'-0' PART OF DOOR #100 102 3'-0" 6'-0" DOUBLE —HUNG 8'-01, 0'-01, -- 103 6'-0" 5'—O" CASEMENT —DOUBLE 8 —D" 104 3'-0' 7 —0" SINGLE—NOSILL 8 —0" 0'-0 -- 105 3'-0" T-0" SINGLE—NOSILL 8'-0" 0'-0' -- 106 3'-0" T-0� SINGLE—NOSILL 8141-- 107 3 —0" T-0 SINGLE—NOSILL 8'-0" 0'-0 -- 108 5'-0" 5'-0" DOUBLE HUNG — DBL 8'-0" 0'-0" -- MAIN FLOOR INTERIOR DOOR SCHEDULE Number - SIZE TYPE NOTES FIRE RATING SWING LOCATION WIDTH HEIGHT 210 A 1 2 —8' 8'-0" INTERIOR -- -- RIGHT GUEST BEDROOM 211 A 1 2'-8' 8'-0" INTERIOR -- RIGHT W.I.C. 212 A 2'-6' 8-0 INTERIOR INTERIOR -- -- LEFT GUEST BATH 213 A 2'-8' 8'-011 INTERIOR -- -- LEFT ELEVATOR 214 A 2'-6" 8'-0" INTERIOR -- -- LEFT CABANA 215 A 2'-6" 8'-0" INTERIOR -- -- RIGHT MECH. 216 A 2'-8' 8'-0" INTERIOR -- RIGHT POWDER 217 A 4'-0" 8'-0" INTERIOR —DOUBLE I I NA I OFFICE MAIN FLOOR EXT. DOOR SCHEDULE SIZE Number TYPE NOTES Fire Rating TRANSOM -HEIGHT WIDTH HEIGHT 200 12'-0" 10'-0" SLIDING GLASS —TRIPLE 3—PANEL STACKING SLIDER, SEE 0.000 PLAN FOR STACKING DIRECTION 201 6'-0" 8'-0" ENTRY —DOUBLE W/ 24" TRANSOM ABOVE, TOP OF -- 24 ALL @ 10'-0" A.F.F. 202 2'-8" 8'-0" FRENCH W/ 24" TRANSOM ABOVE, TOP OF 24 ALL @ 10'-0" A.F.F. 203 22'-0" 10'-0" SLIDING GLASS—QUAD2 8—PANEL CENTER BI—PARTING0.000 -- SLIDING GLASS DOOR 3-PANEL STACKING SLIDING GLASS 204 10'-0" 10'-0" SLIDING GLASS -TRIPLE DOOR, SEE PLAN FOR STACKING -- 0,000 DIRECTION 205 2'-6" 8'-0" FRENCH W/ 24" TRANSOM ABOVE, TOP OF 24 ALL @ 10'-0" A.F.F. MAIN FLOOR WINDOW SCHEDULE Number SIZE TYPE HEAD HT. EL. TRSM.HT. NOTES WIDTH HEIGHT 200 2'-0" 6'-0" SINGLE—NOBUCK—NOSILL 10'-0" 2'-0"" w 24" TRANSOM ABOVE, TOP OF ALL @ 10'-0" A.F.F. 201 3'-6" 6'-0" SINGLE—NOBUCK—NOSILL 10'-01. 2'-0^^ w24" TRANSOM ABOVE, TOP OF ALL @ 10'-0" A.F.F. 202 2'-0" 6'-0" SINGLE—NOBUCK—NOSILL 10'-0" 2'-0"^ w 24" TRANSOM ABOVE, TOP OF ALL @ 10'-0" A.F.F. 203 2'-8' 6'-0" SINGLE—NOBUCK—NOSILL 8'-0" 0'-011" 204 2'-8"F6'-- SINGLE—NOBUCK—NOSILL 8'-0" 0'-0"' 205 2-6' DOUBLE —HUNG 8'-0" 0'-0 208 2'-6" CASEMENT 10'-0" 2'-0"" w 24" TRANSOM ABOVE, TOP OF ALL @ 10'-0" A.F.F. 207 5'-0"SINGLE—NOBUCK—NOSILL 10'-0" 2'-0°" w 24" TRANSOM ABOVE, TOP OF ALL @ 10'-0" A.F.F. 208 2'-6" CASEMENT 10'-0" 2'-0°" w 24" TRANSOM ABOVE, TOP OF ALL @ 10'-0" A.F.F. 209 5'-0" 6'-0" SINGLE—NOBUCK—NOSILL 10'-0" 2'-0"" w 24" TRANSOM ABOVE, TOP OF ALL @ 10'-0" A.F.F. 210 2'-6" 4'-6" DOUBLE —HUNG 8 —0" 0'-0-- 211 5'-0" 5'—Y CASEMENT —DOUBLE 8'-0" 0'-0"" -- 212 2'-6" 4'-6" DOUBLE —HUNG 8-0MF 0'-0"" -- 213 2'-6" 4'-6" DOUBLE —HUNG 8'-0" 0'-0-- 214 3'-4" 6'-0" SINGLE—NOBUCK—NOSILL 10'-0" 2'-0°^ w 24" TRANSOM ABOVE, TOP OF ALL @ 10'-0" A.F.F. 215 3'-4" 6'-0" SINGLE—NOBUCK—NOSILL 10'-0" 2'-0^" w 24" TRANSOM ABOVE, TOP OF ALL @ 10'-0" A.F.F. 216 3'-4" 6'-0" SINGLE—NOBUCK—NOSILL 10141 2'-0"^ w 24" TRANSOM ABOVE, TOP OF ALL @ 10'-0" A.F.F. UPPER FLOOR INTERIOR DOOR SCHEDULE Number _ SIZE TYPE NOTES FIRE RATING SWING LOCATION WIDTH HEIGHT 310 A 2'-8" 8'-0" INTERIOR -- -- RIGHT STORAGE 311 A 2'-8" 8'-0" INTERIOR -- _ — LEFT ELEVATOR 312 A 2'-8" 8'-0" INTERIOR -- -- RIGHT UTILITY 313 A 2'-8" 8'-0" INTERIOR -- -- LEFT W.I.C. 314 A 2'-8" 8'-0" INTERIOR -- -- LEFT BATH #4 315 A 2'—B" 8'-0" INTERIOR -- -- RIGHT BEDROOM #4 316 A 2 —6" 8'-0" INTERIOR -- -- RIGHT MASTER BATH 317 A 2'-6" 8'-0" INTERIOR -- -- RIGHT MASTER BATH 318 A 4'-0" 8'-0" INTERIOR —DOUBLE -- -- NA MASTER BATH 319 A 2'-6" 8'-0" INTERIOR -- -- LEFT HIS W.I.C. 320 A 2'-6" 8'-0" INTERIOR -- -- RIGHT HER W.I.C. 321 A 4 —0" 8'-0" NTERIOR—DOUBLE -- -- NA MASTER BEDROOM 322 A 2'-6" 8'-0" INTERIOR -- -- LEFT BATH #2 A 2'-8" 8'-0" INTERIOR -- -- LEFTA 2'-6" 8'-0" INTERIOR -- -- RIGHT W.I.C. P A 2'-6" 8'-0" INTERIOR -- -- LEFT W.I.C. A 2'-6" 8'-0" INTERIOR -- -- RIGHTA 2'-8' 8'-0' INTERIOR -- -- RIGHT BEDROOM #3 UPPER FLOOR EXT. DOOR SCHEDULE SIZE Number TYPE NOTES Fire Rating TRANSOM -HEIGHT WIDTH I HEIGHT EGRESS, 3—PANEL STACKING 300 10'-0" 8'-6" SLIDING GLASS —TRIPLE SLIDING GLASS DOOR, SEE PLAN -- 0,000 FOR STACKING DIRECTION 3—PANEL STACKING SLIDING GLASS 301 12'-0" 8'-6" SLIDING GLASS —TRIPLE DOOR, SEE PLAN FOR STACKING -- 0.000 DIRECTION UPPER FLOOR WINDOW SCHEDULE Number SIZE TYPE HEAD HT. EL. TRSM.HT. NOTES WIDTH HEIGHT 300 2'-0 5'—O" SINGLE—NOBUCK—NOSILL 8'-0° 0'-0"" -- 301 3'-6" 5'-0" SINGLE—NOBUCK—NOSILL 8'-0" 0'-0-- 302 1'-11 ' 5'-0" SINGLE—NOBUCK—NOSILL 8'-0" 0'-0-- 303 3'-0" 5'-0' SINGLE—NOBUCK—NOSILL 8'-0" 0'-0I'll -- 304 3'-0" 5'-0" SINGLE—NOBUCK—NOSILL 8'-0" 0'-0"" -- 305 2'-6" 5'-0" SINGLE—NOBUCK—NOSILL 8,- 0 c CA', -- 306 2 —6" 5'-0' SINGLE—NOBUCK—NOSILL 8'-0 0'-0"" -- 307 2'-6" 5'-0" SINGLE—NOBUCK—NOSILL 8'-0" O'-0-- 308 2'-6" 5'-0" SINGLE— NOBUCK—NOSIILL 8 —0 0'-0"" -- 309 2'4" 5'-01, CASEMENT 8'-0" 2'-0"" w 24' TRANSOM BELOW, TOP OF ALL @ 8'-0" A.F.F. 310 5 4' 7'-0" SINGLE—NOBUCK 8'-0" 0 —0 311 2'-6" 5'-0" CASEMENT 8'-0" 2'_0° TRANSOM BELOW, TOP OF ALL @ 8'-0" A.F.F. 312 2'-0" 5'-0" SINGLE—NOBUCK 8'—C 0'-0 313 2'-0" 5'-0"' SINGLE—NOBUCK 8 —0" 0'-0 314 3'-0" 5'-0" CASEMENT 8'-0" 2I_p"^ w 24' TRANSOM BELOW, TOP OF ALL @ 8'-0" A.F.F. 315 3'-0" 5'-0" CASEMENT 8'-0" 2'-0"" w/ 24' TRANSOM BELOW, TOP OFALL @ 8'-0" A.F.F. 316 5'-0' 7 —0' SINGLE—NOBUCK 8 —0 8'-0" 317 5'-0" 7'-011 SINGLE—NOBUCK 0'-0"" 318 5'-0" 7'-0" SINGLE—NOBUCK 8'-0' 0'-0 319 2'-6" 4'—T SINGLE—NOBUCK—NOSILL 8'-0° 0 0 " -- 320 2'-6" 5'-0" SINGLE—NOBUCK—NO$ILL 8'-0" 0 0"' -- 321 2'-6" 5' 0" SINGLE—NOBUCK—NOSILL 8 —0 0' 0 "' -- 322 5'-0' 5'-0" 1 CASEMENT—DOUBLE 8'—O 0'-0"' EGRESS WINDOW AND DOOR N.T S. TOM 06 0 W ca G w n. RrEfiI)PY SCHEDULES REVISIONS BY DA 0 BUILDING ELEVATIONS CIVIL 02.2 Q PERMIT SET' CLICDS O4.1 U Q V H Q Q W ^H I � W O I� i 4-0 RA.. a 0 �3 ' .tea APR 2 0 2017 I L 00` 1110 , i-'lR.N4_AA0033 VED. & DEVELOPED FOR USE ON S IN CONNECTI THE SPECIFIED PROJECT. NONE OF SUCH IDEA' iRS. ARRANGEMENTS, OR PLANS SHALL BE USEI I$CLOSED TO ANY PERSON. FIRM. CR CORPORA ANY PURPOSE WHATSOEVER WITHOUT THE WR I IISSION OF RANDALL E STOFFT. ARCHITECTS P. TEN DIMENSIONS ON THESE DRAWINGS SHALL F 'BLENDS OVER SCALE DIMENSIONS CONTRACII L VERIFY & BE RESPONSIBLE FOR ALL DIMENSIO AD IONS ON THE JOB & THIS OFFICE MUST BE NC AY VARIATIONS. FROM THE DIMENSIONS AND LTIONB SHOWN BY THESE DRAWINGS. SHOP BE JEOUATE SCALE MUST BE SUBMITTED TO THIS C FPPROVAL BEFORE PROCEEDING WITH FABRICA EMS SO NOTED. ® 201]. ALL RIGHTS RESERVED TALL STOFFT ARCHITECTS PA 0 I SYMBOLLEGEND : -: J BOX w/OPT. XT RE FAN/LIGHT � FLOURESCENT FIXTURE C PULL CORD FIXTURE O RECESSED LIGHT FIXTURE ©—> REC'D ADJUST. FIXTURE OVID VAPOR PROOF RECESSED L CEILING MOUNTED FIXTURE w❑® EXHAUST FAN V r WALL MOUNTED FIXTURE INLINE EXHAUST FAN 20 AMP$ DEDICATED 20 AMP OUTLET FJ FLOOD/SECURRY UGHTS AFCI ARC FAULT CIRCUIT INT. ll_�J ELECTRIC PANEL GFCI:(Q- GROUND FAULT CIRCUIT INT. g ELECTRIC METER WP GFCITQ: WATER PROOF GFCI L. DISCONNECT 220 VOLT RECEPTACLE OT THERMOSTATS DUPLEX OUTLET SD Q SMOKE DETECTOR DUPLEX SWITCHED OUTLET Q TELEVISION JACK R{}m 2-WAY WALL SWITCH 611. S.C. CAT 5E DATA ,PHONE & TV -y)-m 3-WAY WALL SWITCH D TELEPHONE JACK RH® 4-WAY WALL SWITCH ® FLOOR OUTLET -69-E PUSH BUTTON > FLOOR PHONE JACK -01M DIMMER WALL SWITCH ' DOOR JAMB SWITCH _j ELECTRICAL NOTES GENERAL: 1) CONTRACTOR SHALL VERIFY THE LOCATION OF SERVICE AND SHALL LOCATE THE METER & PANELS AS REQUIRED. 2) ALL WIRE SHALL BE THHN COPPER, UNLESS NOTED OTHERWISE. 3) WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE COPPER OF EQUAL AMPACITY. 4) ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE 5) COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. 6) ROMEX MAY BE USED WHERE CONDUIT IS NOT REQUIRED. 7) SX CABLE MAY BE USED IN LIEU OF RIGID CONDUIT. 8) VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER SPECIFICATIONS. 9) PROVIDE DISCONNECT SWITCHES OF SIZE AS REQUIRED BY LOADS. 10) PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER RECOMMENDATIONS. 11) PROVIDE DISCONNECTS FOR POOL PUMP PER N.E.C. 680. POOL CONTRACTOR SHALL PROVIDE ELECTRICAL CONTRACTOR WITH ALL LOADS PRIOR TO INSTALLATION. ELECTRICAL CONTRACTOR TO MAKE ALL CONNECTIONS PER POOL COMPANY DRAWINGS. VERIFY LOCATION OF ALL POOUSPA EQIUPMENT. 12) ALL 120 VOLT 15 AND 20 AMP CIRCUITS THAT SERVE FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RED ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS TO BE ARC FAULT CIRCUIT PROTECTED. 13) WIRES SMALLER THAN 0 SHALL HAVE THHN INSULATION, #6 & LARGER SHALL HAVE THWN INSULATION. �J CONDENSER CONDENSER i i ------------- Q SD/SAJCDD I \\ TO UPPER LEVEL LIGHTS =. TO UPPER LEVEL r — SWITCH FIXTURES: 1) PROVIDE GREEN WIRE GROUND TO ALL EXTERIOR FIXTURES AND "J" BOXES. 2) ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE ILL APPROVED AND AS SELECTED BY OWNER. 3) ALL LIGHTING FIXTURES AND FANS TO BE SELECTED & LOCATED BY OWNER/ARCHITECT/INTERIOR DESIGNER, UNLESS OTHERWISE NOTED. 4) ARCHITECT TO SET MOUNTING HEIGHTS FOR ALL FIXTURES WHERE APPLICABLE, UNLESS OTHERWISE NOTED. 5) FLUORESCENT CLOSET LIGHT FIXTURES SHALL HAVE A MINIMUM CLEARANCE OF 6" AWAY FROM CLOTHING. 6) PREWIRE FOR GARAGE DOOR OPENER SENSOR. OUTLETS: 1) ALL COUNTERTOP RECEPTACLES SHALL BE GFCI OUTLETS. 2) PROVIDE GFCI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS SHOWN ON PLANS, 3) ALL 125 VOLT 15 AND 20 AMP RECEPTACLES TO BE TAMPER RESISTANT. 4) PROVIDE PRE -WIRED TELEPHONE & CABLE T.V. OUTLETS AS SHOWN ON PLAN. PROVIDE OPTIONAL PRE -WIRED HIGHSPEED DATA OUTLETS AS SHOWN ON PLANS. (IF APPLICABLE) 5) FOR FLOOR RECEPTACLES, PROVIDE A COVER PLATE AND FLUSH WITH FLOOR. VERIFY EXACT LOCATION WITH GC/OWNER. PROVIDE 1/2" CONDUIT UNDER SLAB FROM WALL. SMOKE DETECTORS: 1) ALL SMOKE DETECTORS TO HAVE BATTERY BACK UP AND SIGNAL SIMULTANEOUSLY W/ TEMPORAL SOUND. 2) SMOKE DETECTORS TO BE LOCATED MIN T-0" FROM: R/A & SUPPLY GRILLS, KITCHENS, BATH ROOMS. 3) SMOKE DETECTORS TO BE COMBINATION TYPE CARBON MONOXIDE ALARM & SMOKE DETECTOR. CONDENSER CONDENSER l 1 LOWER LEVEL ELECTRICAL PLAN yy1+r 1 REVISIONS BY DATE \ BUILDING ELEVATIONS CML 02.22. 17 \ PERMIT SET CLICDS 04.18.17 W � U Q �Qv rT1 � w � O W Ct� d IT L. " 0) U rr°4 mommamm wim Imm "a.......:« Job No.1610267D --APR 2 0 7.Ot_7 ag`} — � 1 S -0011105 £IRM._A^L003,''4 F ALL IDEAS. DESIGNS, ARRANGEMENTS &PLANSINDICATED OR PEP RESENTED BY THIS DRAWING ARE OWNED BY & THE IROPERTY OF THIS OFFICE .&WERE CREATED EVOI VIED , & DEVELOPED FOR USE ON. & IN CONNECTION NITF THE SPECIFIED PROJECT. NONE OF SUCH IDEAS DESI 3NS, ARRANGEMENTS. OR PLANS SHALL BE USED BY. OR LISCLOSED TO ANY PERSON FIRM ORCORPORATION FOR SNY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PER14ISSION OF RANDALL E. STOFFT ARCHITECTS P , RI WEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRE EDENCE OVER SCALE DIMENSIONS CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB. & THIS OFFICE MUST BE NO HEAL OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS OF ADEQUATE SCALE MUSTBE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION ON ITEMS SO NOTED. 02017 ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P A. E200 cvhAQn1 1 C(_CAII.1 JBOX w/OPT. 77 FAN/LIGHT PC PULL CORD FIXTURE C-> REC'D ADJUST. FIXTURE CEILING MOUNTED FIXTURE _ WALL MOUNTED FIXTURE 20AMP-Qt DEDICATED 20 AMP OUTLET AFCI ARC FAULT CIRCUIT INT. GFCI GROUND FAULT CIRCUIT INT. WP GFCI WATER PROOF GFCI 220 VOLT RECEPTACLE DUPLEX OUTLET DUPLEX SWITCHED OUTLET 49{2 2-WAY WALL SWITCH _*m 3-WAY WALL SWITCH -69-M 4-WAY WALL SWITCH -olm PUSH BUTTON _Gp�m DIMMER WALL SWITCH ` DOORJAMB SWITCH �— . FLOURE&CENT FIXTURE ��0 RECESSED LIGHT FIXTURE ()VP VAPOR PROOF RECESSED w EXHAUST FAN ® w INLINE EXHAUST FAN FLOOD/SECURITY LIGHTS li ELECTRIC PANEL g ELECTRIC METER DISCONNECT n>TELEPHONEJACK RMOSTAT KE. DETECTOR EVISION JACKCAT SE DATA ,PHONE & TV ® FLOOR OUTLET FLOOR PHONE JACK CONTRACTOR SHALL VERIFY THE LOCATION OF SERVICE AND SHALL CATE THE METER & PANELS AS REQUIRED. ALL WIRE SHALL BE THEN COPPER, UNLESS NOTED OTHERWISE. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER INDUCTORS SHALL BE COPPER OF EQUAL AMPACITY. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO INSTRUCTION. ROMEX MAY BE USED WHERE CONDUIT IS NOT REQUIRED. BX CABLE MAY BE USED IN LIEU OF RIGID CONDUIT. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT 1NUFACTURER SPECIFICATIONS. PROVIDE DISCONNECT SWITCHES OF SIZE AS REQUIRED BY LOADS. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP ID AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER 1NUFACTURER RECOMMENDATIONS. PROVIDE DISCONNECTS FOR POOL PUMP PER N.E.C. 680. POOL INTRACTOR SHALL PROVIDE ELECTRICAL CONTRACTOR WITH ALL LOADS IOR TO INSTALLATION. ELECTRICAL CONTRACTOR TO MAKE ALL INNECTIONS PER POOL COMPANY DRAWINGS, VERIFY LOCATION OF ALL OUSPA EQIUPMENT. ALL 120 VOLT 15 AND 20 AMP CIRCUITS THAT SERVE FAMILY ROOMS, DING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, NROOMS, REC ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS TO BE A C FAULT CIRCUIT PROTECTED. WIRES SMALLER THAN #6 SHALL HAVE THHN INSULATION, #6 & LARGER ALL HAVE THWN INSULATION. 1) PROVIDE GREEN WIRE GROUND TO ALL EXTERIOR FIXTURES AND V' BOXES. 2) ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS SELECTED BY OWNER. 3) ALL LIGHTING FIXTURES AND FANS TO BE SELECTED & LOCATED BY OWNER/ARCHITECT/INTERIOR DESIGNER, UNLESS OTHERWISE NOTED. 4) ARCHITECT TO SET MOUNTINd HEIGHTS FOR ALL FIXTURES WHERE APPLICABLE, UNLESS OTHERWISE NOTED. 5) FLUORESCENT CLOSET LIGHT FIXTURES SHALL HAVE A MINIMUM CLEARANCE OF 6" AWAY FROM CLOTHING. 6) PREWIRE FOR GARAGE DOOR QPENER SENSOR. OUTLETS: 1) ALL COUNTERTOP RECEPTACLES SHALL BE GFCI OUTLETS. 2) PROVIDE GFCI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS SHOWN ON PLANS. 3) ALL 125 VOLT 15 AND 20 AMP RECEPTACLES TO BE TAMPER RESISTANT, 4) PROVIDE PRE -WIRED TELEPHCONE & CABLE T.V. OUTLETS AS SHOWN ON PLAN. PROVIDE OPTIONAL PRE -WIRED HIGHSPEED DATA OUTLETS AS SHOWN ON PLANS. (IF APPLICABLE) 5) FOR FLOOR RECEPTACLES, PROVIDE A COVER PLATE AND FLUSH WITH FLOOR. VERIFY EXACT LOCATION WITH GC/OWNER. PROVIDE 1/2" CONDUIT UNDER SLAB FROM WALL. SMOKE DETECTORS: 1) ALL SMOKE DETECTORS TO HAVE BATTERY BACK UP AND SIGNAL SIMULTANEOUSLY W/ TEMPORAL SOUND. 2) SMOKE DETECTORS TO BE LOCAT ED MIN 3'-0"FROM: RIA 8 SUPPLY GRILLS, KITCHENS, BATH ROOMS. 3) SMOKE DETECTORS TO BE COMBINATION TYPE CARBON MONOXIDE ALARN & SMOKE DETECTOR. V 1 — TO LOWER LEVEL ITCH I I SW 1 I I I I F 7 T LBv1910N� SD/SA/CDD O nFri_ i - i 40 O O c� co co EXF IT cD -------------- 000 // � / � 36�000KTQ2__ - ,� — PP w LY ` i / - LL H\ HAND Ir r GFCI ®� GFCI BBQ W/HOOD II I I O— — 'I I R \ P GFCI * TV HAN AND I I \NI k� MAIN LEV I 1 1 1 i 1 E ON I y- F;° it{tt�1}7t{i1°`16141`!li° IEGTIth P EI'3i�'jill'ddlh{°1°�u�� Ssi I' .rP pI I+ Ia I EL ELECTRICAL PLAN 'W Y/ W 0. REVISIONS BY DATE QBUILDING ELEVATIONS CML 02.22.17 APERMIT SET WCDS 0418,17 U W Q Ln 7W m� I� C) "S 15 5 cd WP29?T7 FL-0011105 FIRMAAWI79 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. RA WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS CONTRACTORS SHALL VERIFY & BE RESPONSIBLE FOR ALL DIMENSIONS & CONDITIONS ON THE JOB & PHIS 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. 0 2017. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS PA 1/4"=1'-0" SYMBOL LEGEND jJ BOXOPT. FAN/LIGHT PC PULL CORD FIXTURE C--i REC'D ADJUST. FIXTURE T CEILING MOUNTED FIXTURE WALL MOUNTED FIXTURE 20 AMP$ DEDICATED 20 AMP OUTLET AFCI� ARC FAULT CIRCUIT INT. GFCI- GROUND FAULT CIRCUIT INT. WPGFCI WATER PROOF GFCI ® 220 VOLT RECEPTACLE DUPLEX OUTLET DUPLEX SWITCHED OUTLET 2-WAY WALL SWITCH -H) ® 3-WAY WALL SWITCH -60-W 4-WAY WALL SWITCH -69-M PUSHBUTTON -GPM DIMMER WALL SWITCH DOORJAMB SWITCH ELECTRICAL NOTES -� FLOURESCENT FIXTURE 0 RECESSED LIGHT FIXTURE OVP VAPOR PROOF RECESSED w ❑®�,, [[�� EXHAUST FAN IBCP.SR INLINE EXHAUST FAN �JJ FLOOD/SECURITY LIGHTS p ELECTRIC PANEL �J ELECTRIC METER DISCONNECT OT THERMOSTAT SD Q SMOKE DETECTOR �N TELEVISION JACK S.C. CAT 5E DATA,PHONE & TV D TELEPHONE JACK' ® FLOOR OUTLET FLOOR PHONE JACK GENERAL: 1) CONTRACTOR SHALL VERIFY THE LOCATION OF SERVICE AND SHALL LOCATE THE METER & PANELS AS REQUIRED. 2) ALL WIRE SHALL BE THHN COPPER, UNLESS NOTED OTHERWISE. DE SERVICE AND FEEDER ERE RE S 3 WHERE REQUIRED BY OTHER CO Q CONDUCTORS SHALL BE COPPER OF EQUAL AMPACITY. 4) ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE 5) COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. 6) ROMEX MAY BE USED WHERE CONDUIT IS NOT REQUIRED. 7 BX CABLE OF CONDUIT. MAY USED IN LIEU R EQ UIPMENT UIPMENT 8) VERIFY ALL CONDUCTORS AND BREAKERS W Q MANUFACTURER SPECIFICATIONS. 9) PROVIDE DISCONNECT SWIT CHES OF SIZE AS REQU IRED BY LOADS. 10) PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER RECOMMENDATIONS. 11) PROVIDE DISCONNECTS. FOR POOL PUMP PER N.E.C. 680. POOL CONTRACTOR SHALL PROVIDE ELECTRICAL CONTRACTOR WITH ALL LOADS PRIOR TO INSTALLATION. ELECTRICAL CONTRACTOR TO MAKE ALL CONNECTIONS PER POOL COMPANY DRAWINGS. VERIFY LOCATION OF ALL POOL/SPA EQIUPMENT. 12) ALL 120 VOLT 15 AND 20 AMP CIRCUITS THAT SERVE FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RED ROOMS, CLOSETS, HALLWAYS, OR SIMILIAR ROOMS TO BE ARC FAULT CIRCUIT PROTECTED. 13) WIRES SMALLER THAN #6 SHALL HAVE THEN INSULATION, #6 & LARGER SHALL HAVE THWN INSULATION. c FIXTURES: 1) PROVIDE GREEN WIRE GROUND TO ALL EXTERIOR FIXTURES AND "J" BOXES 2) ELECTRIOAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS SEL€-TED BY OWNER. ED & LOCATED BY E 3) ALL LIGHTING FIXTURES AND FANS TO BE SELECT N OWNER/ARO'FIITECT/INTERIOR DESIGNER, UNLESS OTHERWISE NOTED. 4) ARCHITEOf TO SET MOUNTING HEIGHTS FOR ALL FIXTURES WHERE APPLICABLE UNLESS OTHERWISE NOTED. 5) FLUORESCENT CLOSET LIGHT FIXTURES SHALL HAVE A MINIMUM CLEARANCE OF 6" AWAY FROM CLOTHING. 6) PRE WIRE FO R GARAG E DOOR OPENER SENSOR. OUTLETS: RECEPTACLES SHALL BE CI OUTLETS. �ERTOP RECEPT F ALL COUNT 2) PROVIDE nFCI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS SHOWN ON PLANS. 3) ALL 125 V(!LT 15 AND 20 AMP RECEPTACLES -TO BE TAMPER RESISTANT. 4) PROVIDE PRE -WIRED TELEPHONE & CABLE T.V. OUTLETS AS SHOWN ON PLAN. PROVIDE OPTIONAL PRE -WIRED HIGHSPEED DATA OUTLETS AS SHOWN ON PLANS. (IF APPLICABLE) 5) FOR FLOOR RECEPTACLES, PROVIDE -A COVER PLATE AND FLUSH WITH FLOOR, VERIFY EXACT LOCATION WITH GC/OWNER. PROVIDE 1/2' CONDUIT UNDER SLAB FROM WALL. SMOKE DETECTORS 1) ALL SMOKE DETECTORS TO HAVE BATTERY BACK UP AND SIGNAL SIMULTANEOUSLY W/ TEMPORAL SOUND. 2) SMOKE DETECTORS TO BE LOCATED MIN T-0" FROM: R/A & SUPPLY GRILLS, KITCHENS, BATH ROOMS. 3) SMOKE DETECTORS TO BE COMBINATION TYPE CARBON: MONOXIDE ALARM & SMOKE DETECTOR. - NOTES: 1. ALL ELECTRICAL SERVICE ENTRANCE EQUIPMENT TO HAVE MIN A.I.C. RATING OF 42,000 AMPS AND BE NEMA-3R RATED. 2. ALL ELECTRICAL EQUIPMENT AND WIRE RATED @ 75"C CONTINUOUS DUTY. 3. PRIOR TO CONSTRUCTION, THE ELECTRICAL SERVICE WITH THE FP&L REPRESENTATIVE, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CHANGES REQUIRED. `NEMA-3R RATED M "MDP" (2) RUNS OF 2-1/2' C. _ _ W/ (3) 350MCM & (1) BY FPL GND THWN CU 0 (2) RUNS OF 2-1/2" C.-#1 0 W/ (3) 350MCM (3) 3/0 (1) #2/0 (1) #4 GND THWN CU THWN CU 2"C. GROUNDING BRIDGE ARLINGTON INDUSTRIES MODEL #GB5 ZINC WITH PAINTABLE COVER GRADE (1)#2/0 (1)#2/0 BOND TO TO FPL TRANSFORM R CWP. BOND TO 120-240V/1PH/60HZ FOUNDATION STEEL 5/8"0x10FT GND ROD e - r \ Y I \ SD/SA/CDD LL __[k_F_t \ I / j I -- �- -- j ----- i---- I' l _ ---( R LEVE '--I sil ,-o --- PROVIDED ELECTRIC SMOKE DETECTORS WITH BATTERY BACK • UP IN ALL SLEEPING J EXF z 'VP -------- ------- \� ED Y L 0 NIJ dD/SA/CDD U j (� III /0 71Ak T6t6W51t14 AREAS AND STAIR LANDING j GFCI WIRED SO THAT THE ACTIVATION OF ANY DETECTOR WILL ACTIVATE ALL. j WASHER A CARBON MONOXIDE ALARM SHALL BE INSTALLED IN ACCORDANCE -------------"--- cFcl WITH F.A.C. RULE 9B-3.0472 WITHIN ' L 0 ll� TEN FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. NOTE: ALL A/C DISCONNECTS & POOUSPA EQUIPMENT TO BE NEMA-3R RATED 0/ OSD/SA/C CI i EXF GENERATOR NOTES: 1. FUEL TYPE: NATURAL GAS OPTION EQUIPMENT TO INCLUDE SILENCING MUFFLER AND TIME DELAY (START)/TIME DELAY (STOP) NEMA 3R ENCLOSURE. 2. AUTOMATIC TRANSFER SWITCH - GENERAC -2P - 200 AMPS 120/240V 1c�3W SOLID NEUTRAL. TRANSFER SWITCH TO HAVE PILOT LIGHTS TO SHOW POSITION OF SWITCH AND LOCKABLE COVER 3. LOAD SHEDDING MAY BE REQUIRED. < (3) 3/0 1PNLR, (3) #3 (1) #6 GND THWN CU 1-1/4"C. (3) 3/0 POOL SPA HEAT (1)#6GND (1)#6GND DOCK EQUIPMENT EQUIPMENT PUMP ZHCWNCU THWNCU DO 2P1 0 F 2P 0 F (3)#8'S 2P20 F (3)#8'S 2P� F (1)#6'S 2"C• 1)#10GND 20 1)#10GND 20 1)#10GND THWN CU THWN CU THWN CU IN LIQ: TIGHT FLEX. 3/4"' CONDUIT IN LIQ.-TIGHT FLEX. 3/4" CONDUIT 1N LIQ.-TIGHT FLEX. 3/4" CONDUIT IQ) no (1) #6 GND THWNCU 1-1/4"C. i RISERS, & NOTES SCALE: N.T.S. C.B. EMERGENCY GENERATOR (1)#6 THWN CU (31 3/0 (1)#6GND (1) #6 (1)#6 THWN CU 2"C. BOND TO CWP. = BOND TO 5/8"Ox10FT FOUNDATION STEEL GND ROD I I I A 200 AMP PANEL TYPE: LOAD CTR MAINS: FULL M.C.B. SERVICE: 120/240/1- A.I.C. 10,000 KW # DESCRIPTION OF CIRCUIT BRKR BRKR DESCRIPTION OF CiRCUIT # KW 10 #6 AHU 1-5.0 TON 60A 3 4 60A CU1-5 0 TON #6 10' #6 AHU 2-5.0 TON 60A 7 8 60A CU 2-5,0 TON #6 5.0 #10 DRYER 30A 9 11 10 12 60A RANGE #6 12, 0 _ 10. #6 DOUBLE OVEN 60A 15 14 20A REFRIGERATOR #12 1.5 -- 20A SMALL APPLIANCE #12 3.0 1.5 #12 CLOTHES WASHER 20A 20A SMALL APPLIANCE #12 3.0 1.5 #12 KITCHEN GFCI OUTLETS 20A 20A GARAGE OUTLETS #12 1.5 1.5 #12 KITCHEN GFCI OUTLETS 20A 20A GARAGE DOOR OPENER #12 1.3 1.5 #12 WINE COOLER 20A 20A FOYER OUTLETS #12 1.5 1.5 #12 UTILITY GFCI 20A 20A GREAT ROOM OUTLETS #12 1.5 1.5 #12 GUEST BED OUTLETS 20A 20A CLUB ROOM OUTLETS #12 1.5 1.5 #12 DINING ROOM OUTLETS 20A 20A MICROWAVE #12 1.4 3.0 #12 DISHWASHERS 20A 20A DISPOSAL #12 1.2 SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE 50.5 S B-TOTAL( 1) PANEL CALCULATIONS (1)SUB-TOT AL 294 GENERAL LIGHTING CALCULATED BY 3WATTS TIMES A/C S.F. (1) 2826 S.F.'3W 8.8 TOTAL PANEL KW (1) TOTAL 88.7 AIR CONDITIONING AT 65% A/C AT 100%0 20.0 A/C@'6 % 13.0 1 ST 10.0 KW (NOT A/C) AT 100% (2) 10.0 REMAINING KW AT 40% (TOTAL-(AC@100%)-10.0)'.40 (2) 23.5 CALCULATED KW (2) TOTAL 46 KW CALCULATED AMPS KW'1000/240 194 A B 200 AMP PANEL TYPE: LOAD CTR MAINS: FULL M.C.B. SERVICE: 120/240/1- A.I.C. 10,000 KW # DESCRIPTION OF CIRCUIT KR BRKR DESCRIPTION OF CIRCUIT # KW 10. 0 AHU 3-5.0 TON 1 3 2 4 60A CU 3-5.0 TON #6 - 10. 07 AHU 4-5.0 TON r60A 5660A 8 CU 4-5.0 TON#6 - 5.0 #6 ELEVATOR 9 11 10 12 25A WATER HEATER #10 4.5 SPARE 13 15 14 20A OFFICE OUTLETS #12 1.5 - 16 20A WHIRLPOOL TUB #12 1.5 1.5 #12 BEDROOM AFCI OUTLETS 20A 17 18 20A BEDROOM AFCI OUTLETS #12 1.5 1.5 #12 MASTER BATH GFCIS 20A 19 20 20A BEDROOM AFCI OUTLETS #12 1.5 1.5 #12 MASTER TV AFCI OUTLET 20A 21 22 20A BATH GFCI OUTLETS #12 1.5 1.5 #12 MASTER AFCI OUTLETS 20A 23 24 20A BATH GFCI OUTLETS #12 1.5 1.5 #12 LOUNGE OUTLETS 20A 25 26 20A BEDROOM TV AFCI OUTLETS #12 1.5 SPARE 27 28 SPARE SPARE 29 30 SPARE SPARE 31 32 SPARE SPARE 33 34 SPARE SPARE 35 36 SPARE SPARE 37 38 SPARE SPARE 39 40 SPARE SPARE 41 42 SPARE 32.5 SUB -TOTAL( 1) PANEL CALCULATIONS (1)SUB-TOT AL 15.0 GENERAL LIGHTING CALCULATED BY 3WATTS TIMES A/C S.F. (1) 2445 S.F.`3W 7.3 TOTAL PANEL KW (1) TOTAL 54.8 AIR CONDITIONING AT 65% A/C§100% 20.0 A/C@6 ��) 13.0 1ST 10.0 KW (NOT A/C) AT 100% (2) 10.0 REMAINING KW AT 40% (TOTAL-AC@100%-10.0)'.40 (2) 9.9. CALCULATED KW (2) TOTAL 33 KW CALCULATED AMPS KW'1000/240 137 A UPPER LEVEL ELECTRICAL 1 /4"=1'-0'. FILE COPY PLAN Rrmm W CD MOM W REVISIONS BY DATE BUILDING ELEVATIONS CML 02.22.17 �I PERMIT SET CLICDSII 04.18.17 U Q U � M"1 H W I. W f 1M�1 I� " j W U Job No.1610267D , i ei J ALL IDEAS. DESIGNS. ARRANGEMENTS & PLANS INDICATED OR REPRESENTEDBY 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 OF ANY VARIATIONS FROM THE DIMENSIONS MUST BE NOTIFIED 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. © 2017. ALL RIGHTS RESERVED RANDALL STOFFT ARCHITECTS P a. E203 % REPORT OF SURVEY: * TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC * THIS SURVEY PERFORMED BY: MERIDIAN LAND SURVEYORS LB#6905 1717 INDIAN RIVER BLVD. SUITE 201 VERO BEACH, FLORIDA 32960 • PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: CHARLES H. BLANCHARD P.S.M. #5755 * THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE FLORIDA STANDARDS OF PRACTICE (5J-17, FLORIDA ADMINISTRATIVE CODE) IS SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR TI IIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY REQUIREMENT. * THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE AS CONTAINED IN 5J-17, FLORIDA ADMINISTRATIVE CODE. * ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. * THE LAST DATE OF FIELD WORK WAS: 1/18/17. * BUILDING SETBACK LINES, IF SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION, BUT ARE NOT CERTIFIED TO. THE SETBACKS MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. * THE BEARING BASE FOR THIS SURVEY IS 1489'58'14"E ALONG THE NORTH PROPERTY LINE OF LOT 15 AS SHOWN ON THE PLAT THEREOF. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. * NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAYS, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. * NO TITLE OPINION OR GUARAN"TEE IS EXPRESSED OR IMPLIED. " UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME, * LEGAL DESCRIPTION IS AS PROVIDED BY T"HE CLIENT. ` UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION. IS UNIDENTIFIED. * THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONES "VE-11", AND "AE 7" " PER FLOOD INSURANCE RATE MAP #12111C0303 J, DATED FEBRUARY 16TH, 2012. * THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1968. THE BENCHMARK IS FLORIDA DEPARTMENT OF TRANSPORTATION MONUMENT "A1A94-08-81012", ELEV.= 3.51' NAVD'88. SITE BENCHMARK IS AS SHOWN. * THE COORDINATE VALUES SHOWN THEREON ARE REFERENCED TO THE NORTH AMERICAN DATUM OF 1983/1990 ADJUSTMENT, FLORIDA SATE PLANE COORDINATE SYSTEM, EAST ZONE. * THE MEAN HIGH WATER ELEVATION OF 0.51 NAVD 1988 FOR THIS SURVEY IS BASED ON INTERPOLATION BETWEEN TIDE STATION 100684 AND TIDE STATION 100875, OBTAINED FROM LAND BOUNDARY INFORMATIO14 SYSTEM (LABINS) WEBSITE. * ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN T"HE SIGNING PARTY OR PARTIES IS PROHIBITED WITH OUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIEII" Legend & Abbreviations: (symbols not scaleable for size) \ PLS - PROFESSIONAL LAND SURVEYOR E- - GUY WIRE C PSM - PROFESSIONAL SURVEYOR & MAPPER `o, - WoOp UTILITY POLE LB - LAND SURVEYING BUSINESS ® - TELEPHONE SERVICE a - CENTERLINE 9 - CAR-E T.V. BOX R - RADIUS ® - ELECTRIC BOX L - LENGTH - LIGHT POST A - DELTA ANGLE - WELL E/P - EDGE OF PAVEMENT - HYDRANT B/C - BACK OF CURB - GATE VALVE B.M. - BENCHMARK - IRRIGATION VALVE POC - POINT OF COMMENCEMENT - WATER METER POB - POINT OF BEGINNING l?l - SANITARY MANHOLE o - (PCP) PERMANENT CONTROL POINT - SANIIARY SERVICE PCP - PERMANENT CONTROL POINT � - SEPTIC TANK IN - (FIRM) PERMANENT REFERENCE MONUMENT - DRAINAGE MANHOLE FIRM - PERMANENT REFERENCE MONUMENT ® - CURB INLET O - (IP) IRON PIPE ® - SURFACE INLET IP - IRON PIPE ® - MITEPED END SECTION ® - (IRC) IRON ROD & CAP - CONCEPTUAL DRAINAGE IRC - IRON ROD & CAP -o- - STREET SIGN EI - (CM) CONCRETE MONUMENT 235 - PROPOSED GRADE CM - CONCRETE MONUMENT NAVD - NORTH AMERICAN VERTICAL DATUM FD - FOUND x735 - TYPWAL ELEVATION (M) - MEASURED A/C - AIR CONDITIONER (D) - DEED CONC. - CONCRETE (C) - CALCULATED F.F. - FINISH FLOOR (OA) - OVERALL BSB - BUILDING SETBACK LINE CCR - CERTIFIED CORNER RECORD F.F. - FINISH FLOOR - BEACH DAISIES W/ DIA. EL./ELEV. - ELEVATION - SEA GRAPES W/ DIA R/W - RIGHT OF WAY 0 - SEA OATS W/ DIA. AB - AS -BUILT P/K - PARKER-KALON - STRANGELR FIG W/ DIA. * `J - FICUS W/ DIA. r T IRON WOOD W/ DIA. A - BANYAN TREE W/ DIA. - PALM TREE W/ DIA. LEGAL DESCRIPTION: BEING A PARCEL OF LAND LAYING OVER A PORTION OF SECTION 27, TOWNSHIP 36 SOUTH, RANGE 41 EAST, ST. LUCIE COUNTY, FLORIDA; SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWED: BEING ALL OF LOT 15, AS SHOWN ON THE PLAT OF DIAMOND SANDS PLAT NO. 2, AS RECORDED IN PLAT BOOK 54, PAGES 40-46, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. CERTIFIED TO: 1. PHOENIX HOMES MERIDIAN LAND SURVEYORS 1717 INDIAN RIVER BLVDI, SUITE 201 VERO BEACH, FL. 32960 LB#6905 PHONE: 772-794-1213, FAX: 772-794-1096 EMAIL: LB6905@BELLSOUTH.NET IR a 0" 0 �� wgnG. 7'YPF. BOUNDARY& 7'OPOGRAPHIC PROJECT# 17-001 LOT 15 DATE: 04119117 DRAWNB K D.B. CHECKED B K CIT. B. SCALE. 1:20 FD 5/8" IR (NO IDENTIFICATION) RB.250 PG.55 6' HIGH CONC. WALL WITH COLUMN MIN, SST1310 nPU, SIDES CNR SIDES REAR L ZNG. / d� REVISIONS TAT A T ll 1 R 1 TE 3 T FOR: 2. 08108117 REVISE BLDG DIMENSION CM PHOENIXHOMES �T�11 1. 07119117 REVISEPER ST.L.Ca. COMMENTS CM BURKE ESIDE WE SHEET.- 1 OF 1 I NO. I DATE DESCRIPTION 0 GRAPHIC SCALE 20 40 80 ( IN FEET) / 1 inch = 20 ft. North PLATTED MEAN HIGH WATER LINE. Co v� 0 201? RESOURCES SYSTFEM ICERS) LEGEND 1'+OI tool „'F:Al. Arch 1,11PV nE i) ,'gYCd n1t❑ MStWj,,Amk`i ri;OE fflmE tEh RI.WIIAN I tmluwOVIhav,%lp ON ISO At I PIP XT, b1DntN 31706* PIIA..MAOJttl t 1MI MII Id.76 Tdw clhLi' A"A 1 ITb 4) 6M{ ItJAk19,r TO AJketi A'mt & in rM}t Eofmp niC'.Kq, MI tl I,y�r mvlrwkhltlA-mo,,,T41 py £IR 41 (rp IV ' E'mpp 64 Irs,+j nd 1:A'. MddhSkl fr. Q:. �Gf �Vy 59.tt dk" nA MIA J,*n R ChAl" Cn**PsI, Rooter RAaeMllteA RpAtArn 011"31, ohm , ,e pde CIRM'wo I'A'"t" o Frio+ 00 oft", ('am$ F+Durf•A m16ggI for id*h Art$, Aem 4" ofq*ll d *A w* £IRM ddr InFmrmwomt nrp"al A?nlp.'Cho mlk¢+AI, A0"Is :mAPA Ard by CnrinAe Via IMa r"Ito MAnter Ack An. 4,09rN. mniY "In4Ah"d bw ThA U-`A Plan, And, WMItta llerwkm gl'ftl, th.A 0110*1 60016 I"Irs I"wd Tn 0"0"100 W11AIT'*Ar P1mnt An am* Is !MMAl" N+?'U" me' CUAtS Are ws"bom Twr dDwIlnnd At ffITA1o?tx/yt%SigMeP;AtY'+^ Fmt AIA uri%r N derAml "VAMn d wilm"w nr ment An N" Ie kwo''d whhhn MIn GOR, Or IOM Nov' qu"Ijex dAlpAyd4'M1g tMA caft. Fhralw 40"teryt The FWS 110" glheA rft 00 is Ar40 el r" 20 462 1869. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER NAMED BELOW. CHARLES FL BLANCHAW P.S.M. #5755 01 YEW CONT. BARD GRADE BEAM (REFER TO PILE LAYOUT) EXTEND REWORCMENTD 18' INTO GRADE BEAM TRIPLE PILE (TPC) DOUBLE PILE (DEC) I� r O� 05 EACH WAY TOP 4 80T. SINGLE PILE (SEC) ILE NOTES ALIGERCAST CONCRETE PILES PILES SHALL BE POURED TO PROPER ELEVATIONS ALLOWING A MINIMUM OF 11" OF PILE STEEL TO PROJECT INTO CAPE AND GRADE BEAM. ALL PILE WORK SHALL BE DONE ACCORDANCE WITH "RECOMMENDATIONS FOR DESIGN, MAK FACTURE, AND NSTALLATION OF CONCRETE PILES" NO.10-50 N ACI 543R-14(80), PILES SHALL HAVE THE SPECIFIED CARRYNG CAPACITY. AUGERCAST CONCRETE PILES SHALL BE MADE WITFI A CONCRETE MIX DESIC*D BY A RECOGNIZED TESTNG LABORATORY TO ATTAN A STREN3TH OF 5000 PSI N 28 DAYS. WITH A MNIM UM 6" SLUMP. FOLLOW ACI RECOMMENDATIONS FOR SALT ENVIR04MENT. 1='Fs3,4NG15LE FOOTING SCHEDULE i ELEVATION AT REINFORCNG REMARKS MARK WID. x WT TOP OF FTC. I -0" BELOW F-I 36 X 12 FINAL GRADE 345 CONT BTM STEM WALL FTG- FRANGIBLE GRADE 5EAM 5CHEDULE MARK in WID. x HT ELEVATION AT TOP OF GB REIt OF®CINGs +3 HOOPS (TYPE TZ REMARKS TOP I MIA BTM WI 20 x 24 500 FT• NAVO (4) rl6 - (4) % ! 8" T.O. G52 24 x 24 500 FT. NAVO (5) 06 - 5) 06 ® 8" T.O. INTERIOR SE CORNER W3 20 x 20 4J34 FT. NAVD (4) 45 - (4) r5 6 6" T.O. GB4 20 x 18 551 FT. NAVD (4) % - 4)06 w 6" T.O. ELEV. PIT. GB5 20 x 20 500 FT. NAVD (4) +1 - (4) •1 ® 1" T.O. G06 12 x 18 4J34 FT. NAVD (1) 06 - (2) M6 8 . 6" E.E. .GARAGE APRON GB1 12 x 18 1 651 FT. NAVD (2) *6 - (2) % NOW REQ'D. I FOR 8" CM WALLS FOR STIRS. GW 20 x 24 651 FT. NAVO (4) 06 - (4) +16 • 8" T.O. INDICATES 16" DIAMETER AUGERCAST PILE W/ A CAGE OF (6) 01 VERT. W/*3 TIES s 12" O/C FULL DEPTH OF PILE. PILE CAPACITY SHALL BE 30 TONS � 1 V� 1 • y Gi PERMIT SET ru v AGSnW ENGMEMMO m Robert E. AgAm , III P.E. 3000 Florida Boulevard Suite 206 Delray Bawk FL 33483 (M)rrJs =2 mphdoomouLm PB4M =silo PILING PLAN SCALM Y4"= F-0" REVISIONS BY DATE arERB aNREAM e-ma n W U v� Z W� V �O1 Iq A rZzl �C/) �w H� O O � . .U54Z M 14 4 0 IAA = =- s ..ram.. :::l::III�l:'"II'�'111111111iU11,":,iIIIIL'll:::l�l�; illllllllllllllllllllllllllllll � �� i— IIIIIIIIW s �� py��{■i■ppp�p�I� sip ;:.-�� i- •�+ �� A, , I■ll�l, - �I .I MEMO IIIIIIII III � A Mir a I oil p t►�il�lill� II - �IIIIIIIIIIIIIIIII@JIIIIIIIIIIIIIIIIIIIIIIL •� Y o •c II11�11111111111 _y 133 1` _I IIIIIIIIIIIIIIIII � � f 0 T S6 III -ION pu 62'-2" "1-211 "1_211 51-211 12'-911 STEEL SEAM 431_6" 23'-101 L 11_411 3'-2" IIIIIIIIIIUIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII'lillllllllllllllllll IIIIIIIIIIIUIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ` IIIIIIIIII WAI 111111111111 IIIIII \ %M11 : e III — ♦ � ram-► Of ♦ , ♦ :�,Illlllillllllllllilllllliilil IIIIIIII ® ` 1•. � nunnnnnl�luui gl �mm�um ulim(uunnmunuuuul�uuum I;. '•' 1•• 2 dd .-. Li► I:'11111111111111111111111© � � �� ®♦ {� � :�1 � � � � —_ � �� '� •- IUIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIII � :; 13 m I:'1UIIIIIIIIIIIIIIIIIIIIIIIIr rr �:� � �= -- - -- ;�; .•, . Muni 1 Imllllllllllllllllllllllllllllllllllllllllllll =-- - _ _ — _= — — Illlllllllllllllllllllllllilllllll�llllllllllllMIS —IIIIOIIIIIDIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII��IIIIIIIIIIIIII.111161 a Illmllll!::�� :!!�Inlllnl�4nlllln Illil� �i�� ML BEAM SCHEDULE NOTES I. S=LLED HOOPS AND STRIPS S.W.L BE PLACED AT EACH E%D E� OF B�1M OR TFROUGHOILT RAC B'ALI AS IWICATED ON SE M SCFEIDLP STRZLPS SHALL BE TYPE S-3 AND HOOFS SHALL BE TYPE T-I TYPICAL CRSI BAR SENDS LNLESS OTW3iWISE NDTED. 2 ALL BEAM (MARK T31 TOP BARS SHALL BE OCNTINLKXI3 INESS OTHIMISE NOTED 9 ALL TIE BEAMS IMW IM REINFORCING SHALL BE CON NLIOLIS THKL64 TIE -SEAMS ONLY. 4. DROP BOTTOM OF TE', BEAMS AS RED AT WINDOW E DOOR HEADS GE' MAX) ADD 2-4 BOTTOM F DROP EXCEEDS v. 5. TIE SEAM SCHEDILE DEPTHS ARE MIN" No MAY BE INCREASED S' TO FIT BLOCK WORK 6 ALL ADDED LONGITLDNAL BEAM RE INFORCWG SHALL EX00 6' MINKM INTO SIPPORT LINESS OTF 32M NOTED. T. Rat TO GENERAL NOTES FOR INFORMATION ON CONCRETE No STEEL SPECFICATION& 8. CONCRETE FOR COLLMNS AND BEAMS SHALL HAVE 4000 PSI COMPRESSIVE STRENGTH AT AT 28 DAYS WITH SJ49PLASTICML 9. ALL TIE BEAMS SHALL HAVE (4) s3 TIES EA04 WAY • 12 EE • CORNERS, ADDITO ALLY, AT EACH CORNER ADD (9 60' CORNER BARS 490' ENL It OL TSIOE FACE T TCP EO {m emcm 00sla 0 m 3 1 0 cufrE a 5/12B (OL) Un' valve FACE Or. OUMM I-AAe IL taW LAYM OL OUTRIDE LATW FI HOROWAL V AL YQka EW. E14L7d W AT TW. TOWERATUM fPLAM TRANJEM TO REINFG. MA12K LEGEEND all II'-0" FF Ah R Is 2ND FLR. -1 T C I REMCINS BY DATE pmw 0" poa. s -5 pRNIC. ff 7-PHT 6 i I>; e VA v� o a Q M 1� 5 Aw 7 L / Z 7 9 �a O i 91-9Il TOPMENEM LANDING Ellimill 2 *6 TOP/8TM EA. WIDTH. ;3• 03STtv6°T.O. 44 • I5-10 SECT.000, � 0 Tr)DEW- /tgNFRNrGr rDmp smair w/ cAuK L X 8'.F BTTILIL DW.K)1Vf. • WALL MOVUMSW STEM a WAU. � p^ G 7 1 ..-- STEPS mwpAD FTC,r- FmR" 116 a it SECOND FLOOR V •� FRANC. STEPS TO POOL M W NTS U 0 PERMIT SET d-I0-17 � 4 LEGEND 86 � NON FR4NGI8LE WAI.t =�/ = Q Z A FRANGISLE WALL � z GROLM FLOOR TO FIRST FLOOR wAt.L REINF. SHALL SE % • 16" O/C. AGSnW ENOWEERWO me F�RAMLllyGPL.9N R° .�' Suib 206 D&W Hash, FL 33483 (M)sr2-SM PB 43= MOM Smm2 a .- v vILE ■■III■■■■■■■■■■► m � ® _ .a ® v IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII_-IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11111111111�-lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll --'�� '-�— IIIIIII� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�_—�IIIIIII IIIIIIIIII'�IIIII6!! 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ON �,�Ic�unuuunur�uuuuuuur m ' , 1,�1 fllllllrf!II ��',� illy■ v :•. _ ter. � , is _►. llllummuuuulnuuu�..� �aunnl�-=_mama llanuuuumumuuuuuiulfuuuumnlnmmuumu�--=-11�uuumuumuullnmfnumuuuuumuuuuumnunuullull - -_ _ _ _ - v v v 9 FRAMING NOTES THE Ti;L% LAYOUT 5NOWN OH I'Hb 5fEET IS 5CR34ATIG IN NATUREMOYE'VER,TW SUPPORTING SUPER57RUGTURE W BEEN DESIGNED MM THE ASSUMPTION THAT THE FRAMING, SCHEME 51-101"N WILL GL05E LY PARALLEL FINAL TRU56 DL5005 LAYOUT. THIS FRAMING OIREGTION OF MISSES, MAJOR &.T. i BEARING, POINTS, ETC) GAN BE MODIFIED MY AFTER OBTAINING PERT 551ON FROM THE PRIME PROFESSIONAL OF RECORD WHO M15T REVIEN PROPOSED GHAN6E5 AND MHOR12E STRUCTURAL REVISIONS AGGORDINSLY. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN KET BE SUBMITTED TO THIS OFFICE FOR REVIEW A5 PBt 68EIRAL NOTES. TRUSS OB16N AND BRAGIN6 OF ROOF 5Y5TEM 15 DB16NW FOR BOTH POSITIVE AND NEGATIVE PRP55UIe TW 5TRUGTU4;tAL DE51ON OF BUILDING W15 BEM GALLUATED FOR ALL TRI156 LOADS. ALL LATERAL LOADS ARE PERPENEDIGA. AR TO PLATE TRUSS DES161 MUST PROVIDE ALL TRUSS CONNECTIONS A5 PART OF THE DESIGN. PROVIDE 2x4 5LOWN6 OF ROOF SHEATHING FOR A 15 FT PERIMETER AROIIIO 5tTIRE ROOF. NAIL WITH 8d GALV. RING SNPJIICED NAILS o 4' 0/0 o JOINTS AND 6' 0/0 IN FIELD. NAIL PER AMBi1GAN PLYWOOD A66MIATION SPEGIFIGATION5 THROUGH "I GDX PLYWOOD. ALL SHEATHIN6 5/8' GDX PLYWOOD. ALL SfEATINN6 NAILING 8d RINs-SRAWED NAILS o 4' O/G JOINTS AND 6' 0/G FIELD IPER ZONE 5). RM Big HONNE am I 9-MM - - o rs OFF E 111811110�� sea 0��oeo A/Il.IR/'Ibll�iai0W18aU1�•I.ti<MOSR A'AH 7TROY. B NUSAIBJ0DXWW4 Ci NYSIWN7861BV6AtlI�d0Y1G�D?SJRIR 0 noomsramo-moffmmm ST, 0 I BEAM R5-4 PROFILE S-4 SCALE, 1'0-0' WIND PRESSURES rum ® -,1/40 -5T / 40 El -"/*I G❑ -66 / +61 IKI -"/M7 El -62 / MT G❑ -66 / MG, ALL WALLS AT TNIS LEVEL: S 0 40" O/C ROOFFRAMINGPLAN YVw1W 2% a 45 1 15 AT DECOR4TIVE SECTION Y 96 PERMIT SET 4-10-11 AOSTEN EKOEMBERINCi M Robert E. Aptm , III P.B. 3000 Fkd& Boaiowd suimzo6 (s6i)sn-sue s6ledaec FIL py REVENM Iff DAM i w� V �w � � n � O a p �o M I� H w W 0 cn W ►►i' z S-4 3/8 BOLTS CONC. ISM WALL TYPICAL ROOF CONSTRUCTION (2) 2x8 LEDGER W/ 3/4" THREADED RODS (OR "J" BOLT64) • 16" O.C. MAX W/ 2" UTA"FIS EMMDED 5" MIN. INTO GROUT FILLED MAS. "D VERT. BAIL IN FILLED CELL Ll 0 CAM 'BASE i£ (2) 2RED0/ 3/4" TWROADGD RODS • 16" O.C. MAX W/ 2' WAS+. STAGGER I" OF CENTERRLINE TYPICAL CONC. BLK, WALL ANCHOR "A" FOR WOOD- SEE BCH. TYPICAL ROOF CONSTRUCTION (2) 2x8 LEDGER IW 3/4" THREADED F=8 (OR 'J" BOLTS') • 16" OG. MAX W/ 2- W4814ERS EMBEDED 5" MIN. INTO GROIN FILLED MAS. (2) 2Xio LEDGER W/ 3/40 THREADED RODE • 16" O.C. MAX Lilt 2" WA"RB. STAGGER In OF CENTERLINE. TRUSS TO MAS. WALL/ STL. 5M. 3 GT TO STL. COL. O TRUSS TO MAS. WALL/ STL. 5M. a 4P HOLLOW MAS. m FILLED CELL j NIS &GALE: N.TA NTS 1 1/21, STUDS 0 12" O.C. SEE 6-6 FOR SLA5 STL. A a. a III TWROA ^ . a 6 e . Tn 6" X 61' X 3/8" ANGLE w/ (5) 112" DIA. X 5" STUDS 3" DECK 1 — .< < 4 • . ,1.:. e STEEL BEAM DETAIL TO STAIR CONNECTION EL. =10'40 II SEE PLANS -/ FOR STEEL REINF. 8" CMU WALL 30" BAR LAP STEEL BEAM 5Y SPECIALTY ENGINEER �--6"X6"X318"ANGLEw/112"DIA X 5" STUDS 0 12" O/C. WELD ANGLE TO STL BM WE5 W/ 1/4" FILLET WELDS 2" LONG W/ 8" PITCH{ TOP/ 5TM. DECK/ STL. 5M SECTION SIMAJLATED ROOF TILE 2 011 AFF TI3 42 (dl FT NAVD 24'-9" AFF TB 31._6 NAVD EL. = IY-011 E'I-• =10 10'-S" AFF TO, r1.76 Fr NAvD TBI To TBI CONCRETE FLOOR SYSTEM BY OTHERS GENERAL NOTES: I. CONSTRUCTION SHALL FOLLOW FLORIDA BUILDING CODE 2014" AND 'ASCE T-On AND ALL APPLICABLE AME OMETTTB AS ADOPTED BY ST. LUCIE GOMM. 2. BUILDER SHALL CO-ORDINATE ALL THE WORK OF ALL TRADE& A BUILDER 614ALL VERIFY ALL DIMENSIONS AND CONDITION AT JOBSITE PRIOR TO STARTING ANY WOW AND NOTIFY ENGINEER IN WRITING IMMEDIATELY OR THE BUILDER 614ALL ACCEPT FILL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS. DO NOT SCALE DRAIUING& 4, SUBMT MWMTUM THREE (3) COPIES OF SHOP DRAWINGS AS REQUIRED, ALOW ONE WEEK FROM DATE OF RECEIPT FOR REVIEW 5. BUILDER IS RESPONSIBLE FOR ADEQA4TE BRACING OF STRUCTURAL OR NON-STRUCTURAL MEMBERS DURING 0"TRNCTICN. 6. RENFORCEG STEEL SHALL BE LAPPED 48 BAR DIA MIN. WHERE SPLICED AND SHALL BE USED TOGETHER. PROVIDE GB CORNER BARB SAME SIZE AS HORZ BEAM REINFORCING AT OUTSIDE FACE. LAP 48 I?SAR DIA MIN. T. STRUCTURAL WVOD AND TIMBER FRAMING SHALL CONFORM TO THE "TMTBER CONSTRUCTION MANUAL" AS PUBLISHED BY THE AMERICAN IIBTITUTE OF TIMBER CONSTRUCTION. LUMBER SHALL BE SYP NO2 OR BETTER, 8. STRUCTURAL STEEL SHALL. CONFORM TO THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION, MATERIALS SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOI& SHAPES, PLATES, ANCHOR BOL78 - A 50 MACHINE BOLTS - A 325 TUBULAR - ADM- GRAPE B (46 K61) EXTERIOR STRUCTURAL MEMSEIRS ONLY SHALL BE HOT DIPPED GALVANIZED. I UELDED CONSTRICTION 6HALL COSFORMI TO THE AMERICAN WELDING SOCIETY "STRUCTURAL WELDMG CODE". ELECTRODES FOR FIELD AND SWOP WELDS SHALL BE AWA. A8.1 ETOXX. W. TRUSS MANUFACTURER SHALL SUBMIT FOUR (4) COPIES OF SHOP DRAWINGS AHD ENGIMR x CALCULATION",, SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF THEIR ROOF TRUSS DESIGN FOR APPROVAL FOR REVIEW PRIOR TO FABRICATION. IL ENGINEER ACCEPTS NO RESPONSIBILITY FOR GRADE BEAMS, SLABS, FOOTING&, AND OTHER STRUCTURAL ELEMENTS UNTIL REVM OF APPROVED CONCRETE ROOF AND FLOOR SWOP DRAWINGS SBGNED AND SEALED BY A FLoRDA REGISTERED ENGNMv 12. CONCRETE SHALL CONFORM TO A61M CS4 AND 6WALL HAVE 40M PSI COMPRESSIVE STRENGTH IN 28 DAYS. EXCEPTION: PILES ARE 5000 PSI. ALL CONCRETE IUORK 6144LL 155E IN ACCORDANCE WfTH ACI 318 AND ACI 30L ALL CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530 fin - ISM pet 13. MN"MT CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR BARRIER - 314' BEAJ'18 AND COLUMNS - I v2" FORMED CONCRETE MOW GRADE - 2" USEOR" ED CONCRETE BELOW GRADE - 3" W. REINFORCING STEEL: GRADE 60 (FY.60m00) ASTM Am B. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACTS "ANUAL OF STANDARD PRACTICE FOR DETAILING REIFORCED CONCRETE CON8114 CTION- AS PUSLISFED BY THE CONCRETE RENFORCEG STEEL WITUM Lt4E06 NOTED OTHERWISE. 16, DETAIL OF CONC.RETE FIEWORCOVNT 694LL BE IN ACCORDANCE WITH °THE MANUAL. OF STANDARD PRACTICE FOR REIFORCED CONCRETE CONSTRUCTION" AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE. 11. APEQUAT'E VERTICAL AND HORIZONTAL SNORING Sk&L BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING CONSTRUCTION. 18. ALL WNC BETE SHALL HAVE SUPEIRPLASTICIZER ADDED FOR INCREASED, WORKABILITY AND PREVENTION OF RENFORCEG STEEL CORROSION, EXCEPTION 5" NON REIFORCED GARAGE SLAB I& NOTE TO STEEL DETAILEItfAMCATOR: HOOP SIZE CN GRADE BEAMS SHALL BE CALCULATED AS FOLLOWS: 11V RECESS PLUS II;- COVER AT TOP- 3". PLUS 3" COVER AT BOTTOM (STEEL WILL REST ON PILE) - 6". 24"GB- 6" - 16" CAGE, ALL CAGES NOT SIZED ACCORDI SLY BY N- 1" WILL BE REJECTED. CONTACT T1418 OFFICE TO DISCUSS. 5" TI-IC CONC. SLAB (NON-REIFORCED) W/ 1 IR" DEEP SAUCUTS • 5' O/C. (25 Sa Pl. MAX PANEL SIZE). -0'-5" !EPEE GRADE BEAM- SEE GB sc, Em .E FOR SUZB AND REIFOI SV'VNr 16" 0IA1"L AUSERCAST PULE TYPICAL WALL SECTION SCALE: N.T.S. MASONRY WALL NOTES: 1. WALL SE6MEIM SHALL BE REINFORCED WITH 4 6A. 6ALVANIZFD LATERAL REINFORCEMENT ® 165 O/C HORIZONTAL. EXTEND REINFORCING 8" INTO POURED ELEMENTS AND AROUND ENICA5ED STEEL. 2. PLACE CELLS ADJACENT TO ANY EXTERIOR WALL OPENING. IN REINFORCIN6 AS CALLED FOR 6ROUT CELL FULL HEIGHT. 3. PLACE CELLS AT ALL CORNERS. 4. ALL MASONRY REINFORCED CELLS SHALL BE FILLED WITH 5000 P51 GROUT MIX. DE61GN DATA: WINE) SPEED: 110 MPH ULTIMATE (3 SEC. GUST) WIND IMPORTANCE FACTOR: 1.0, 5LM CAT.: II WIND EXPOSUI�E: D INTERNAL PRESSUl;ZE COEFF: +/- 0.18 COMPONENTS AND CLADDING: SEE PLANS NOTES AND DETAILS PERMIT SET EQ AGSn N ENGINEERING Dm Robert E. Agdan , III P.E. 3000F1od&BouWm d rsa�ae 1�11310 FILECOPI REVI M BY DK. W U (� Z W� VJ O pq A6 w (n Lnz F-4 Nn 0 o� v� .0 43 U�z J 3• 1136 WiS �V c 0 ( l ICU I i �> 4 PE 430 Es MAI rs7 STRUCTURAL BEAM TIEP TO COL" ~ ABOVE PILES, 1601 Ft. NAVD- BOTTOM OP TD1 STFLM RALS COLL My aV UNATTACHED INFILL MASONRY WALLA 59IL :7'I DO NOT TIE WALLS TO COL"SoFaMATION • ; OR FLOOR SUPPORT BEAMS ,' .+.. • COL" ASV. PILE SUPPORTM3 BEAM ABOVE B" NON-REQ'FORCr P PLAN C04CFEM 5' O� E JCH GRAPE 2b 6a FTC. PANELS MAX) 1141LJ r . .F .:s .�*.:' Y•eF7�ld'I. •NAVD ca u Any. Gs ,ALL STEEL SPLICED OR Cc CONG MR BY OTHERS ISDI FT- NAVD SLAB I POUR TOP COURSE OF MASOWQY WITH CONCRETE aTRUG7URAL BEAM ASV. So FRANWDLE MASONW WALL PANEL$ WILL BETIIEEN 8" CONCRETE COL'SL DO NOT TIE WALLA TO COLLPINWOUNPATION FLOOR SUPPORT BEAM6 $" NON-ROMORCED PLAN CONCRETE 5'BO F4pIC 5 BQEMO MAX) A, SANFT. 14AVD *0 DIATIL AUGERC."T BEYOND CRAWWO SLe CRAW T OF 9-48 to 6.08 To "am! FT. NAVP TOP OF __JL-jL!_ IS VERT. in 16" O/C M FULLY GROUTED CELL DO NOT TIE TO GB OR SM BM ABV. VARIES — CONG RR BY OTHERS • • - CONC. MR. BY SW PLANS 6" NON -REINFORCED PLAIN CONCRETE SLAB ON GRADE KV If DEEP BAKCM • 6' OFC EACH WAY 05 SO. Ft PANELS MAX) 91 SA Ft. NAVD TOP GB I&N DIAK AUGERCAST PILE BEYOND Sway FWW LAWNS fYrO STAR TIE BEAM % VERT, 6 I6. O/C IN FULLY GROUTED CELL 46 BAR DIAK LAP 0 COLUMN SCHEDULE MARK SIZE FEW. TIES REMARKS C-1 8"XI20 CONG COL. 4 % VERT 3 TIES • an o/C C-2 Skl6- LONG. COL 6 % VER? 3 TIES • an O/C C-3 SWW CONC. COL. 8 % VERB 3 TES • 8" on C-4 12"xIS" LONG COL. 8 % PERT. 3 TIES • low O/G C-5 I6"XI6" CONG COL, a % VERT. 3 TIES • ID" O/G C-6 IO"XIO" CONE COL. 4 % vW. 3 TIES • Ae" 01C C-1 12kt2" CONC. COL a % VM 3 TIES • TO" or, C-8 12k12" CMAI. COL. 2 5 VERT: 3 HANOM • 12" O/C FULLY GROUT CELL C-9 16klbkl2•. OCNG COL. V % YEW 3 TIES • IS7" O/C C-im 12044" CON_ COL. 8 % PERT 3 TIES • IS," O/C C-11 12k26- CCNC COL. I® % VERT. I 3 TIES • Avg O/G C-12 TS 4 X 4 X 1145 STL COL 46 KSI STEEL 6 2 3 GONG BABE A AT C-13 12"x3ON CoNC.. COL. iB is VERT, 3 TIES • Av" o/C C-14 12k22" CONG COL. a % VER? 3 TIES • ISD" o/G NoTae L STEEL COLUNNS SHALL NAVE SOLID BOTTOM ANP TOP PLATES. 024. FILLED STEEL Co1_L9•NS ARE NOT REGkllREp. CUTOUT PLATES ARE NOT ACCEPTABLE, 2. TOP PLATE$ SHALL BE 1 UZ- x 1 I/2" x 5/8" THICK UNO. 3. IlkllW/4- STL. BABE PLATE W/ (4) 5/8" PIA -)• BOLTS 8- LONG C64A gmmmmmmmmmmmmm mro LarniNa _ r mmw 9 b B0T " -D - W O/C TOW SIL USE THIS SECTION TO ILLUSTRATE STL. PLACEMENT FOR INTERIOR STAIRS 1 # 2. �° TW. _ RN. VAMS 87L COL ON STL am BELOW. 5M sin STAIR 2 SPECS hv 5 BTM, TYP ALL STIR RNB. 5 TEMP.• 12" OC TYP. ALL STAIR THROATS 8". LANDINGS ARE 8" THICK 111 101 61 61 TI 61 61 41 SI 21 1 STAIR 2 1/4" - 1'-@" SEE PLANS BELOW FOR 0 ACTUAL SPECS. `' W wo M. AU Pr. NAw Ro Ra VAQES- SW PLANS e e . T-T-P. EXT. STAIR DETAIL 6 NTS STAIR 1 SPECS SEE E140 CETAL M .1 9 5 BTK TYP ALL SIR Lp S2 RLNB. 5 7EWIz G -or, TM. ALL 87AIR ARE 6 THICK flJGBTi4 CRAW M SLM .7-W QZAW NfOMM__/ GP�CI 10 7-57 STAIR 1 114- - I' -®a MAW INTO WM CIF SLAB 0 TIE BEAM SCHEDULE MAW SIZE (W x H) ELEv. Nevp REDWORCM 3 STIRRUPS / HOOPS REMARKS TOP MID Bon TBI Dmxl2g VARES 2 5 245 NONE FOOD. TYP. TIE BEAM 732 12k12" VARES 3 5 - 345 NONE REO'D. IS, -I 8k41" W- - 2 5 645 247 8T. • 12" T.O. I15-2 t2liaiv - Y 3 Ya 3 % HOOPS • 8- TD. I13-3 ONX46a _ • 25 1 65 201 1 Or. •G-TA. 18-4 20WOR - " 3 % - 3 % HOOPS S 1" T.O. IS,-5 " to -IN 205 2 % ST. • 8" T.O. 19-6 &WI" W-9" 2 % - 2 10 ST. • 6" TO. I15-1 I2k18" 10-16" 2 "G 2 5 HOOPS • 5" T.O. rorccrl wm=uj- m I5-8 oux3la " 2 5 2 5 1207 ST. • 12" TD. I0-9 ouxuff 1'- " 215 1 2 5 Z 16 1 ST. • 10" T.C. IS, -I® Y Y SEE DETAIL ON $-2 XWO GPM NO l9vr5llF— A6 RtM TO m-'. IS, -II " W_ ■ 3 i 301 1 HOOPS • 1" TD. IS,-IZ Sk24" W-®• 2 18 245 207 HOOPS • 4" T.D. Tw- CONowm ca uym I15-13 OWN fo,-&m 2 % - 2 •T HooP$ • 1" TO. I0-14 - '- Y 4 % 2 5 4 % HOOPS S 1" T.O. I5-5 Iowan 2 07 - 2 07 ST • 6" T.O. 0-16 aws 2 5 I I 2 5 NONE REOV. SIR LAM" SLPFCW IB-11 I" - 2 5 2 R ST •19 TD. IB-19 12kl6" to-b- 3 % - 3 S'l HOOPS • 1" T.O. 254 I2k42" '- " 3 5 4 5 1 307 HOOPS • 120 TD- = DARE - H POWIS 28-2 - 2 '- - 3 % 4 5 1 301 HOOPS • 12" T.O. MID Pals • Vs POMT6 225-3 121k30" 25'-m" 407 4 5 40 (a) HOOPS * 1" EE. BAL mm • o" as 215-4 8k46" -Sr" 2 % 4 5 2 *7 ST. S 120 T.O. M RAIN. LS PMM 2B-5 amx4r 29,-ID" 3 % 4 5 3 07 HOOPS 6 b" T.O. NO DAM - M MINIS 215-6 1 LM420 251-ir3 % 443 307 HOOPS • 12" T.O. PIP DARE - H FvKN 25-1 12lx430 '_ " 3 % 415 3 WS I HOOPS • 60 T.O. Iv WM - w PC" 25-8 Oux43a 2 '- - 2 % 409 2 «I I ST. S a" T.O. Nm DINS - H MM 28-9 12k43" 24'-91 4 st 4 5 410 HOOPS • bag to. m Part - is I"rJm 215-10 Wk34" 2 '- - 4 16 449 4010 HOOPS It a" TD. MO DARE • V3 FVKM 215-II 12k340 '- " 445 4 5 4 % HOOPS 6 UN TD. m DAR3 a Ls POmi6 213-I2 • '- • 3 % 2 5 3 07 HOOPS • 6• T.O. 28-M '- " 3 #6 2 5 301 HOOPS • 6• T.O. 28-W vxxtv Z '- - 3 5 - 3 % HOOPS • 5- TD. RB-I vWx1so '- • 3 5 3 % HOOPS S 1" T.O. RB-2 - " 25 2% ST. •9•TD. RB-3 12pxl2u '- " 305 - 3 5 !".0 HOOPS, • 5" EX 116-4 8k22" 38'-m" 2 #6 2 5 2 5 ST. • 9" T.D. SIR MAIL W4 R15-5 l2wA229 361-Om 315 3 5 ST. • 9" T.O. R15-6 Tlk " Z'-®• 3 5 345 NONE FWD. RB-1 10W Y W-ON 345 - 345 NOW REOV. L-I am X 15 8" PRECAST WWI LINTEL -2 - " 15 12" PRECAST CONG LINTEL DETAILS AND SCHEDULES ASNM REMOM BY DATE a m 15 VA zPW ,,^^ vl w �t pq B a AW In !'•-1 7 PSI I� ~' m o t� ENNq rT , 0 A: 2 rhp U f� Yff YI a PERMIT SET 4-10-11