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HomeMy WebLinkAboutBUILDING PLAN PAGE 1-15BASILE RESIDENCE GENERAL NOTES: THE ARCHITECT AND HIS AUTHORIZED REPRESENTATIVES AND AGENTS SHALL HAVE ACCESS TO AND BE PERMITTED TO INSPECT ALL WORK, MATERIALS AND OTHER RELEVANT DATA AND RECORDS WHEREVER THEY ARE IN PREPARATION AND PROGRESS. WHEN REQUESTED, THE CONTRACTOR SHALL FURNISH DUPLICATE COPIES OF THE AFOREMENTIONED DATA THE GENERAL CONTRACTOR WILL MAKE EVERY EFFORT TO EXPEDITIOUSLY COORDINATE ALL PHASES OF THE WORK TO OBTAIN THE END RESULT WITHIN THE FULL PURPOSE AND INTENT OF THE DRAWINGS FOR THE PROJECT. ANY DISCREPANCIES IN THE CONSTRUCTION DOCUMENT DRAWINGS OR SPECIFICATIONS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION PRIOR TO COMMENCEMENT OF WORK OR CONSTRUCTION, SO THAT CORRECTIVE MEASURES MAY BE TAKEN. ANY UNFORESEEN CONDITIONS IN FIELD AFFECTING THE DESIGN CONCEPT OF THE BUILDING, ORTHATARE IN CONFLICT WITH THE DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2014 EDITION, AND ALL APPLICABLE NATIONAL, STATE, AND LOCAL RULES, REGULATIONS AND ORDINANCES. ALL WORK DONE UNDER THE SUPERVISION OF THE GENERAL CONTRACTOR IS TO BE DONE IN ANEATAND WORKMANLIKE MANNER. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD, AND SHALL COORDINATE WORK OR CONSTRUCTION BETWEEN TRADES. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL BY THE ARCHITECT THREE (3) PRINTS OF DETAIL SHOP DRAWINGS OF ALL APPLICABLE CONSTRUCTION. SUCH DRAWINGS SHALL SHOW THE DESIGN, DIMENSIONS, CONNECTIONS AND OTHER DETAILS NECESSARY TO INSURE THAT THEY ACCURATELY INTERPRET THE DRAWINGS. THE CONTRACTOR WILL RETAIN RESPONSIBILITY FOR FURNISHING THE MATERIALS, APPARATUS, DEVICES, ETC. OF PROPER DIMENSION, SIZE, QUANTITY, AND QUALITY AS SHOWN ON THE DRAWINGS; AND THE RESPONSIBILITY FOR ANY ERRORS OF THE SHOP DRAWINGS. ALLOW TWO WEEKS FOR REVIEW TIME. ALL SHOP DRAWINGS, PRODUCT DATA AND SAMPLES ARE SUBJECT TO REVIEW BY THE ARCHITECT, AT THE ARCHITECT'S DISCRETION. EXTERIOR WALLS TO BE 8" CONCRETE BLOCK WITH 3/4" SMOOTH STUCCO TROWELED FINISH ON EXTERIOR AND 5/8" DRYWALL ON 1 x 3 P.T. FURRING ON INTERIOR WITH R-4.2 INSULATION (UNLESS OTHERWISE NOTED). PROVIDE 3-1/2" BATT SOUND INSULATION AT ALL INTERIOR WALLS - BATHROOMS, BEDROOMS, LAUNDRY ROOMS ETC. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED. ALL METAL FASTENERS, NAILS, AND BOLTS TO BE HOT DIPPED GALVANIZED OR STAINLESS STEEL FOR USE WITH ACQ P.T. PRODUCTS. FLASHING, CRICKETS, DRIPS, ETC. TO BE ALUM. BY ROOFING MANUFACTURER FOR MTL. ROOFING PROVIDE FIRE STOPPING AT ROOF, WALLS, AND CEILING AS REQUIRED. THESE PLANS AS DRAWN AND NOTED COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE WHICH MAY NOT BE SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES. PRIOR TO PLACEMENT OF ANY STUCCO OVER CONCRETE SURFACES, SUCH SURFACES SHALL BE TREATED WITH BONDING AGENT APPLIED IN FULL CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS. CURE ALL APPLIED STUCCO WITH FOG SPRAYED WATER FOR SEVERAL DAYS AFTER APPLICATION. ALL GYPSUM WALLBOARD TO BE SCREW APPLIED AS PER THE GYPSUM CONSTRUCTION HANDBOOK, 2ND EDITION. GARAGE WALLS AND CEILINGS TO BE ONE HOUR RATED: -STUD WALLS 5/8" TYPE "X" FIRE RATED GYP. BIRD. APPLIED VERTICALLY (BOTH SIDES) ON 2" X 4" WD. OR MTL. STUDS AT 16" O.C. IN ACCORDANCE WITH UL 1 HR. RATING. -CEILING 5/8" TYPE "X" FIRE RATED GYP. BIRD. ON 1 X 3 FURRING ON ROOF TRUSSES AT 16" O.C. IN ACCORDANCE WITH UL 1 HR. RATING INSTALLALL CORNER BEADS, J-MOLDS, ETC. TO MAKE A NEAT WORKMANLIKE JOB. UNLESS NOTED OTHERWISE, CERAMIC WALL TILE SHALL BE INSTALLED OVER CEMENT BOARD WITH APPROVED MASTIC OR THINSET & GROUT. ALL GLASS DOORS AND OPERABLE AND FIXED GLASS 36" AND LESS, ABOVE FINISH FLOOR SHALL BE TEMPERED SAFETY GLASS. ALL EXPOSED PIPES SHALL HAVE ESCUTCHEON PLATES CAULKED TO FINISH WALL. HEPTACHLOR, TECHNICAL CHLORDANE, OR OTHER APPROVED CHEMICALS SHALL BE USED IN CONCENTRATIONS AS PER MANUFACTURER'S PUBLISHED INSTRUCTIONS IN COMPLIANCE WITH E.P.A. REGULATIONS. APPLY BORIC ACID TO FRAMING BEFORE INSULATION IS INSTALLED. ALL DOMESTIC HOT WATER PIPING SHALL BE INSULATED 1/2" THICK FIBERGLASS PIPE INSULATION. CONTRACTOR TO VERIFY AND COORDINATE ALL FINISH MATERIALS WITH OWNER. PROVIDE ACCESS AS PER CODE TO A/C UNITS IN TRUSS OR ATTIC SPACE. TRUSS MANUFACTURER & MECHANICAL SUB -CONTRACTOR TO COORDINATE ALL REQUIRED AC -DUCT WORK PENETRATIONS THROUGH THE ENTIRE STRUCTURE. ALL JOIST, RAFTERS, AND TRUSSES SHALL BE ANCHORED TO BEARING PARTITIONS, WALLS, AND/OR TIE BEAMS WITH APPROVED ANCHORS. DRYWALL PRODUCTS BY GOLD BOND, USG, CELOTEX, GEORGIA PACIFIC, MILCOR PRODUCTS ARE ACCEPTABLE. ALL EXTERIOR PAINT COLORS TO BE SELECTED BYARCHITECT AND OWNER, ALL INTERIOR PAINTCOLORS SELECTED BY ARCHITECT AND OWNER. CONTRACTOR SHALL DELIVER TO OWNER PRIOR TO FINAL PAYMENT ALL APPLICABLE GUARANTEES, WARRANTIES AND OPERATING MANUALS. TERMITE PROTECTION TO BE PROVIDED PER FBCR SECTION 318. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES" ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 22, C 475, C 514, C 1002, C 1047, C 1177, C 1178, C 1278, C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R702.3. ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557. FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES INSTALLED WITHIN FLOORICEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE - DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 EXCLUDING TRIM DEFINED AS PICTURE MOLDS, CHAIR RAILS, BASEBOARDS ' AND HANDRAILS; DOORS AND WINDOWS OR THEIR FRAMES; OR MATERIALS THAT ARE LESS THAN 1128 INCH (0.91 MM) IN THICKNESS CEMENTED TO THE SURFACE OF WALLS OR CEILINGS IF THESE MATERIALS EXHIBIT FLAME SPREAD INDEX VALUES NO GREATER THAN THOSE OF PAPER OF THIS THICKNESS CEMENTED TO A NONCOMBUSTIBLE BACKING. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. CODE: OCCUPANCY: R3 TYPE: VB CONSTRUCTION ALL ELEVATION ARE NAVD. AND FOR CONVENIENCE ONLY. THE GENERAL CONTRACTOR IS REQUIRED TO VERIFY ALL ACTUAL ELEVATIONS THROUGH SURVEY OR SIMILAR MEANS. PROPERTY IS LOCATED IN FLOOD ZONE VE-14 AND XAND PER FLOOD INSURANCE RATE MAP 12011IC0087 J, DATED DECEMBER 16TH, 2012. SITE CALCULATIONS MAX BUILDING COVERAGE LOT AREA: 100% 85,389 SF MAX COVERAGE: 30% 25,616 SF ACTUAL: 7% 5,907 SF MINIMUM OPEN SPACE: LOT AREA (DRY AREA) 100% 85,389 SF MIN. PER. 25% 21,347 SF IMPERVIOUS SURFACE 20% 17,182 SF ACTUAL OPEN SPACE 80% 68,207 SF LEGAL DESCRIPTION THAT PARTOF THE SOUTH ONE HUNDRED FIFTY (150)FEET OF NORTH FOUR HUNDRED FIFTY (450) FEET OF GOVERNMENT LOT FOUR (4), LYING EAST OF STATE ROAD A-1-A, SECTION 3, TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY FLORIDA. AND SUBJECT TO EASEMENTS AS RECORDED IN OFFICIAL RECORD BOOK 3136, PAGES 110-150 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID PARCEL CONTAINING 1.96 ACRES MORE OR LESS. A/C SQUARE FOOTAGE TOTAL A/C GROUND FLOOR 4,755 A/C SECOND FLOOR 2,520 A/C THIRD FLOOR 304 7,579 sq ft SF NON A/C UNDER ROOF TOTAL BALCONIES 326 GARAGE 1,152 1,478 sq ft SF TOTALS TOTAL A/C 7,579 NON A/C 1,478 9,057 sq ft CUBIC FEET CONDITIONED SPACE TOTAL CONDITIONED SPACE VOLUME (INCLUDING ATTIC SPACE BELOW SPRAY 127,347.83 CU FT INSULATION) TABLE R301 2d) - CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP ICE BARRIER UNDERLAYMENT REQUIRED FLOOD HAZARDS AIR FREEZING INDEX MEAN ANNUAL TEMP SPEED mph) ( TOPOGRAPHIC EFFECTS WEATHERING FROST LINE DEPTH TERMITE N/A 150 N/A N/A NEGLIGIBLE N/A VERY HEAVY 41 N/A VE-14 N/A N/A INDEX A100 COVER, GENERAL INFORMATION, AND SITE PLAN CIVIL Cl SITE PLAN C2 CROSS SECTIONS C3 LIGHTING PLAN C4 LANDSCAPE PLAN C5 TEMPORARY EXCAVATION & FILL PLAN ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD TERMITE TREATMENT REQUIRED WEST ELEVATION ST, LucyCCU`+'TY Bi' TIC Di` icingle RF,� IER'E FORP REBYpNr RBE KEPT ON JOB (yRNO NSPECTION'1ViLLBE�LIDE. ARCZECTURAL A101 SITE LOCATION PLAN AND SITE SECTION A102 SITE PLAN A201 GROUND FLOOR PLAN A202 SECOND FLOOR PLAN A203 GARAGE FLOOR PLAN & ROOF PLAN A204 ROOF PLAN A301 EXTERIOR ELEVATIONS A302 EXTERIOR ELEVATIONS A303 HIDDEN ELEVATIONS A304 BUILDING SECTIONS A305 BUILDING SECTIONS A401 WALL SECTIONS A402 WALL SECTIONS A403 WALL SECTIONS A404 WALL SECTIONS A405 WALL SECTIONS A500 DOOR SCHEDULE A501 WINDOW SCHEDULE A502 DOOR DETAILS A503 COLUMN DETAILS A504 WINDOW AND RAILING DETAILS yvw ^rwv A505 STAIRAND RAILING DETAILS A506 STAIR, RAILING AND INTERIOR WALL DETAIL STRUCTURAL S1.0 STRUCTURAL SPECIFICATIONS S1.1 COMPONENTAND CLADDING DESIGN WIND PRESSURES S1.2 SCHEDULE S1.3 SCHEDULE S2.1 PILE LAYOUT S2.2 PILE LAYOUT S2.3 GRADE BEAM PLAN S2.4 GRADE BEAM PLAN S2.5 FIRST FLOOR PLAN S2.6 FIRST FLOOR PLAN S2.7 SECOND FLOOR FRAMING PLAN S2.8 SECOND FLOOR FRAMING PLAN S2.9 SECOND FLOOR PLAN S2.10 ROOF FRAMING PLAN S2.11 OBSERVATION DECK S2.12 HIGH ROOF FRAMING PLAN S3.1 CROSS SECTIONS S3.2 CROSS SECTIONS S3.3 CROSS SECTIONS S3.4 CROSS SECTIONS S3.5 CROSS SECTIONS S3.6 CROSS SECTIONS S3.7 TYPICAL DETAILS SCANNED S3.8 TYPICAL DETAILS By evU�JIT S4.1 TYPICAL WALL SECTIONS SITE WALL PLAN E SITE WALL SECTIONS POLL SECTIONS MECHANICAL M1 GROUND FLOOR MECHANICAL PLAN M2 SECOND FLOOR MECHANICAL PLAN M3 GROUND FLOOR MECHANICAL PLAN ELECTRICAL E1 GROUND FLOOR ELECTRICAL PLAN E2 SECOND FLOOR ELECTRICAL PLAN E3 GROUND FLOOR ELECTRICAL PLAN E4 ELECTRICAL ONE -LINES & NOTES E5 ELECTRICAL PANEL SCHEDULES E6 ELECTRICAL DEVICE SCHEDULES & DETAILS PLUMBING P1 PLUMBING SITE PLAN P2 GROUND FLOOR PLUMBING P3 SECOND FLOOR PLUMBING PLAN P4 PLUMBING RISER AND FIXTURE SCHEDULE H OOS ARCHITECTURE 6220 N. HIGHWAY A1A VERO BEACH, FL 32963 PHONE: 772-494-6785 M 26COM22 ......... cy) W Q p� co W LJLI Z5 = W L.1_ = IN_f_ W W_ JZd. O m co O LL LU LU n r a ao 0 z O W Tn LU Z O F 0- Of a N DATE: 12-21-2017 JOB NO. 1702 SHEET NUMBER File c M 100 t UPLAND PRESERVATION EASEMENT O.R.B. 3136, PAGE 110 \ UPLAND PRESERVATION EASEMENT O.R.B. 3136, PAGE 110 LIGHTING KEY FIXTURE MANUFACTURER FIXTURE LAMP TYPE & MOUNTING TYPE LOCATION OF STRUCTURE LABEL FIXTURE TYPE & CATALOG NO. QUANTITY WATTAGE & HEIGHT FIXTURE LEVEL ZZB WALL SCONCE EDGELINE LIGHTING 19 3W LEDAMBER WALL MOUNT (10) BEACH SIDE FIRST FLOOR DOWN LIGHT LS1-46-CFL MAX 8'4' ABOVE FLOOR (3)SHORE- PERPENDICULAR (6) LANDWARD ` ,L C POOL LIGHT POOL LUMINAIRE 7 3W LED AMBER UNDERWATER BELOW WATER POOL LS333ANS-LED 10 EXISTING SAND PATH '81 COASTAL CONSTRUCTION CONTROL LINE \ ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 19, PAGE 8, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. North GRAPHIC SCALE ( IN FEET ) 1 inch = 10 ft. BEACH PRESER✓E EASEMENT O.R.B. 3136, PAGE 110 0 H1,,,, n E s ED (/7 m N O O o c :2 a II 15 W O O O U y 0 WwonN 0 zw� oa�G�ow z000wO�mo3S 40Sz wo`-'wwaGw`�'f< �ra33�.��3zW �nU/ J 2 00j U 01 ce) a) ¢� J W 0 LL m Q 00 Z0 C)o 00 QQ c W C) O zCi0W n LY Zo> VJ N om It ZER Z:Luo J cD ¢i U)N W00~ Z Q J m z�mLL Lu W Y �cw>04 �� rn j j < co zN _ (n ' ui U 0 w U Z W 0 W z Z O w z 0 0 w (n O a O a ❑ JOWH W. SCHULRE FL REG. NQ 47048 ❑JDDAH B. BITTLE FL REG. NO. 57396 WAM P. STODDARD EEC. 0. 57805 42 8 SHEET File C py � C 3 PROJECT NO. 17-088 0 �„ 87 COASTAL CONSTRUCTION CONTROL LINE ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 26, PAGE 26, OF THE PUBLIC RECORDS ` OF ST. LUCIE COUNTY, FLORIDA. g'13' LEGEND FILL SEAWARD OF C.C.C.L. ® EXCAVATION SEAWARD OF C.C.C.L. EXCAVATION AND FILL QUANTITIES TEMPORARY EXCAVATION SEAWARD OF C.C.C.L................ 114 C.Y. TOTAL FILL SEAWARD OF C.C.C.L............................ 3,228 C.Y. NET FILL SEAWARD OF C.C.C.L............................ 3,114 C.Y. NO NET EXCAVATION SEAWARD OF CCCL THESE QUANTITIES ARE APPROXIMATE ONLY, NOT FOR BIDDING PURPOSES, THESE QUANTITIES DO NOT INCLUDE ANY ADJUSTMENT FACTORS FOR COMPACTING AND LOSES \ i 771 LEGEND X 6o.00 —NAVD ELEVATION —00,60'—=NAVD EXISTING CONTOUR 00�00 =PROPOSED ELEVATION NAVD —oo.00'—�=PROPOSED CONTOUR NAVD X eai I I I North I I gRAPHIC SCALE I ( IN FEET ) QA T inch = 20 ft. 7.25' x. I , 1 I I 1 11 I I I I>( II I I I I II I II I File z w f 0 U O U H N w EL 0 V) 5 uj rc }}zFw W wO�mS�U a��aa ppFow awz�'psd�3 ��.ipowUpm�s �i TF p�3 ZJAQU ixu�W¢�i37� 33�i 7'/_�3�W japU U Z J (Do N` J CD a� Q' C 0 N N� I L Z LL N OD coUo O O ... Q 2o0Lu O U Zo> gF- co ��o� ��( W Zoe OCV� wD =WO J c� In N Z O W r Z Q J M W Z LL mLL Lu�of ED � W Y v 04 �0) J ¢� T. �/ A, �s / LU C\ ~ J 5 cy Z Z ao_j 0< >� Q J LdULL X LLJ 0 LL7 U IZ O � W z j 0 L j z U w O x a w H O D_ O Of a ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑JODAH B. BITME FL. REG. NO. 57396 11WAM P. STODDARD FL REG. 0. 557`605 SHEET C5 PROJECT NO. 17-088 , \ 1 t' y 560.34 -PROPERTY LINE N 89 1540 E 239.38' ------------ CP --------------- ----—--—--—-- — -- —- —--------------—-------------------------------------- --------------- -- --`—`--------llP_LANQPBESER�LAT�ONFASEM T__—_-- \ I - — -- — -- — -T� -----� ----�------------------------------------\ i v o TA v vi oy� ,- - - \o \ 4.IPA ---------- A Q b Z 2- s - O - - \ ------------ -------------- \ - ---- ------------------ 1 \ l \ OO \\ -------- vrn v 1 b 1 ,= : OD 6. zoo q° � 6 OI'—LATID_-PRESERVA II�0T7T----—--—-- -------\ , SETBACKLINE-------------------- \ \ - - -- - --PROPERTY-LTNE -—1V'89° f540" E— - - —-1-45.U7'-� - —PROPERTYLINE-----------�---------------------° �-�------------ N891540'E 242.021-------—--—-- ---------------------------- \ \ \ \ 1 LOCATION SITE PLAN SCALE: 1" = 20' Z ¢ QI Z C lZ IV I;t J Q W F W F IW > d 0 a 0 la IcaIZ cn 0 NI 0 ca to IN I° la In W O W O l� 0 A w to >w> W I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II _ _ _ _ _ _ _ 1 I _ _ _ _ _ _ _ _ — _ — —_ iZZO� LD r m Z m Z UIUm�= ooa0 ooa0 a'MM2' I�ZaTd' OKQK i0K42 100�-Z Ia z I�W�o I�Wso IQ W Y Z IQ W y' Z l0zOW 0p 1OzO 00 m0:3 m 0 0 Za.0 Zg0 0 U o w } I I ----------------------------------------------------- ] I W coZ w - IJ N W > Q Z W 3m~ O� I = u laZ z- o Q Iw — — — _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ i I I m O ' Z w o Z J�N I Jg WLUQA A N I DM I D O Q Z I of o Saw I z� 2 OoQ I o I 00Q HE 1101 1 m0 ZZ I o �J LU LU 4 > I 0 I Q W I I Z W I II J II o I i I I ----I__�----__----_ i II �I I I I I 1 SEE SHEET Cl FOR ADDITIONAL INFORMATI SITE CROSS SECTIOI4 SCALE: 1" = 20' L HOOS ARCHITECTURE 6220 N. HIGHWAY A1A VERO BEACH, FL 32963 PHONE:772-494-6785 M26002522 C HOOS ARCHITECTURE, INC Q d UQ-q M W Q _j co = w W w J Z 11 Q Q CD m CD O LL W F Q W o N a 0 N M Z 0 W U) W F- Z O H of a a DATE:12-21-2017 1 JOB NO. 1702 SHEET NUMBER 101 1 1 ----—--—--— PROFL" I LIIVC 1 \1 1 N 89 95'40' E 560.34 1 29 \1 1 PROPERTY LINE \`1 ---------- HOOS ARCHITECTURE 6220 N. HIGHWAY A1A VERO BEACH, FL 32963 PHONE: 772-494-6785 M2e 2!M © HOOS ARCHITECTURE, INC y' OAS J. 1a J 1 1 � 1 � 1 � 1 i �1 i 1 � J ' \ A r 1 1 1 1 1 1 1 i 1 l `I ---------- N 89015'40" E 145.07' - — - PROPERTY LINE - �---N89°15'40"E 552.00----------- ---"-- opy SI _-- SCALE: 1/8" = 1'-0" 0') Q ct U Q wQ-j 0 w=w w w J Z n Q cO ry m (o O LL W F > W I o N N a co O N d z w O c=i> > z O > R � w Ill IL a N DATE:12-21-2017 JOB NO. 1702 SHEET NUMBER Al02 '81 COASTAL ONSTRUCTION LINE / -,--- / , ' t 4 / LANDSCAPE LANDSCAPE 6'-0" 12'-0" I 2 8 RISERS A305 STAIR: / 7 @672" EA. TREADS @ -- — — — — — — — — — — — — — — — — — — RE S / SLAB MASTER BEDROOM HIS BATH \ / SIN 0 \ / / X _ . / n HIS CLOSET v / AT34 ATT16 / IA&€sue / / 6'4- H.B. / 39 o / N a--� OUTDOOR :tzn[•v��:1y[•���v _INJN.I_T FQQS"E_--- —T— — T-- I� ICI O O U) N I T-6" WATER DEPTH I I I I I I I I I I I I II I I 5'-6" WATER DEPTH POOL N 15037'59" W 148.67' / / n / c / LANDSCAPE / t ` / I ` f ' ` / I � , I � / I n � / r C , I � ' I r � / ; i STAIR: 7 RISERS @ 6.85" EA. 6 TREADS @ 12" b io n nn / r , r / SHOWER HER BATH n MASTERHALL T-6" / WATER DEPTH / LANDSCAPE LANDSCAPE GRILL rR $5 BINK 5'-0" CLR TERRAC 2 tO A401 / Il ' R CL E GRILL i� I _ _ _ _ _ _ _ -I STAIR: / _ _ 1 7 RISERS @ 6.85" EA. / l POOL STEPS -6 TREADS @ 12" / DW / O 1 RAWEFN CH _--_I--------L LINE OF o , 403 v BEN33 N CANTILEVERED N Z Y1 14'-0" SUNSCREEN 1,_4„ 1,_4" ABOVE 1'A" (V / 3' 1." 4'-10" 10'-0"COM 29'-4" 10'-0" 14-4? 14'-0" DIHSNSNON H.B. n H.B. RU Oo wWALLO OD Da POOL TERRACE O / Y Z 02 08 Q/ TRASH DW cow REF I II SINK II I �-------------------------------------J O6 �y LB. II- WSTEEL COLUMN KITCHENGREAT ROOM 5'-0" 5'°FULL HEIGHT -SEE STRUCTUTAL SHEET S2.5 FOR2 A403LOCATION I 05 °' ___Ii'Mlcao I I uc DRAWER FRIDGE -ITBD— — , t / r / A304 / I A9os , I / r/ / / / /o N ELIo'-I POOL PANEL / POOL , HEATER / POOL EQUIP. U ENTRY 02 BUILT , 30 NS �yyyyyy� DOORC TO HAVE ) II WALL HALL 3S" GAS COOK TOP PANEL PANEL COAT PANTRY W CLOSET SINK LAUNDRY D STOR. CLOSET POWDER 28 SINK DOOR& WINDOW TO ALIGN EQUALLY -@ CORNER - - nn H.B. LANDSCAPE -----------------------I ¢ INDOOR OUTDOOR GREAT ROOM STORAGE WET BAR / Y 1 i Aaoz BUILT 6 BUILT j UC INS NS GA F.P. DATA PANEL �I, SHELF I _ice/ �T �------- STAIR: SEE SHEET A505 & A506 FOR 22 RISERS @ 10" A' STAIRAND RAILING DETAILS 19 TREADS @ 10" EA. RAILING 36' ABOVE TREAD ` M 2 — A H. . ` I�I H. V W VVV _ _ _ 5'-0" T T T o Oe i II II i l i a ELEVATOR A404 - i = iO = RECESS SLAB O O I I �W11,931Y47-1= ENTRYTERRACE ------------- STAIR: 3 RISERS @ 6.00" EA. 2 TREADS @ 12" W/ 1" NOSING LINE OF CANTILEVERED SUNSCREENABOVE LANDSCAPE O STAIR 21 RISERS @ 7.45" EA. 19 TREAD @ 10- EA. RAILING 3 "ABOVET / 15'4' 6'-2" 10'-6" GAS / �• WATER / ' 11 HEATER / S WER i WIC RE SS S B b ' VEST BATH 01 / / I SINK BENCH / ; 12 n 14'-0" / r / LANDSCAPE [lit lZ co h / / I / O , / o ' J Q Z / 2 W / o � / N / 1 FRIDGE 1 REF �RAWEF 111 REF S M pRAWE_ _____ OIW READ / A304 / I f / / I / / I I/ I NOTES 1. DIMENSIONS TO FACE OF BLOCKATCMU WALLS ' AND FACE OF DRYWALLAT WOOD STUD INTERIOR / WALLS UNLESS NOTED OTHERWISE. TYPICAL INTERIOR WOOD STUD WALL 2x4 STUDS UNLESS r NOTED OTHERWISE. r 2. ALL FINISH FLOOR MATERIALS (TILE, WOOD / FLOOR, ETC.) TO BE ATTHE SAME FINISH ELEVATION. r. ADD PLYWOOD AND/OR CEMENT BACKER BOARD AS f REQUIRED. / 2 q6 3. FRAME WALLS DIMENSIONED AS t8" CAN BE FRAMED WITH 2x8's FOR ACTUAL 8-1/2" DIMENSION FINISH TO FINISH. 36" CAN BE FRAMED WITH 2x6's / FOR ACTUAL 6-1/2" FINISH TO FINISH. r 2 4. SLOPE EXTERIOR LOGGIAS, WALKWAYS, & STEPS J 1/8" PER FT. AS INIDICATED. I/ / 0 1st FLOOwiie C Q SCALE: 3/16" = 1'-0" HOGS ARCHITECTURE 6220 N. HIGHWAY A1A VERO BEACH, FL 32963 PHONE: 772-494-6785 AA 26002522 ® HOOS ARCHITECTURE, INC co 01 19 U Q Z cy) W W IL W W Z 0- Q c r m (0 o I .L W 0 LU O CV a O CN V M Z W O U) W Q' p HHc I_cc � C G w d o. DATE: 12-21-2017 JOB NO. 1702 SHEET NUMBER A2 01 HOGS ARCHITECTURE 6220 N. HIGHWAY A1A VERO BEACH, FL 32963 PHONE: 772-494-6785 M 2MN522 2 H(NK2 ARCHITFCTI IRF_ INC q) Q � UQM W Q 0 W=(Wj c_poo W W J Z IL co co o LL Lu � Lu (V a P 04 N V cM z O W 0) U) Lu Z O W W LU w a a DATE:12-21-2017 1 JOB NO. 1702 SHEET NUMBER R A202 Fits COPY II II L - - - - - - - - - - - - - - - - II II A<o II II II II II II II w II II 2,_8„ II II 144 II II - - - - 1 L - - - - LI- - - - - - - - - - - - - - - - - - - - - - - - - - - II II II n II II NF II II I I y�A ------------ II II I I 12 1 1\/ 1 1 6' 71 1 1/\1 7 II I I MECHA PROVIDEEA --PROVIDE OPEN ATTICTRU- — I1 y�A NI 1 L n II I 11 - - - - - - - - - -x- - - - - - - II y 1j ------------ 1 II I 1 1 I I I I 1 12 1 I \ / 1 1 12 �7F— \I —17 I I i II 1PROVIDE OPEN PEN CALARATTIC TRUSSES — I I y�A I I II rL II 11 n L II 11 _ _ _ _ _ _ _ _ _ ROOF PLAN SCALE: 3/16" = 1'-0" A/C # 1 ! 16 r / ELEC. PANEL C#2 N r r o C # 3 ! 4 / c#4 r r r / / A/C # 5 0 ! 7 r / '87 COASTAL m POOL HEATER POOL EQUIP. Et BUILT POWDER EO w 28 0 1 ml BINK 4 Aaoa - m',^i m, ELEVATOR ------_i. 01 RECESS SLAB 6'-8" DOOR& WINDOW TO ALIGN EQUALLY @ CORNER H.B. 3o BNIST Ae I 'NEL 2CAR GARAGE I 4x48 1 I N I I I I I I 17 I 12'_0„ I I I I I I i 1 I I I I T UCTION LINE AUTO COURT I I I I I I I II 12'-0" 12'-0" I 16 I II II I I L1 H.B. I I I - - - - - - - - - - - - - - - \ 4x48" 9 /1 ly ELEC. W ES6 q PANEL MDP ELEC. PANEL O ATS 2 CAR GARAGE 2 A305 LANDSCAPE LANDSCAPE i ENTRY TERRACE ------------ STAIR: 3 RISERS @ 6.00" EA. 2 TREADS @ 12" W/ V NOSING 1 A305 AUTO TURN AROUND i r 1 1 1 I I I 1 ! 1 r 1 r I r i r r , r %r LINE OF CANTILEVERED SUNSCREEN ABOVE LANDSCAPE LANDSCAPE Ir - ----+------- — -- —- ----- I I I UNDERGROUNDIGAS I TANK I I r r 0 r r � r r � r ! r , r r , r r , r / i r HOOS ARCHITECTURE 6220 N. HIGHWAY A1A VERO BEACH, FL 32963 PHONE: 772-494-6785 M 2600422 © HOOS ARCHITECTURE INC • m UQ� Z M wQLJL vrr� � I ' J Z1 NW Cr- W W J Z n Q o ~ m(00 LL F- Q > w � O N a CO O � M z w 0 U) > U) LU p F F- g � w LU UJ a a SHEET NUMBER 1st FLOOR SCALE: 3/16" = 1'-0" A2 0 3 Fie Copy 1 A304 ROOF PLAN SCALE: 3/16" = V-0" HOOS ARCHITECTURE 6220 N. HIGHWAY A1A VERO BEACH.., FL 32963 PHONE: 772-494-6785 M 26002522 y' pMA J. 5 • S 071 9 �._ ..... _•���� rn wQ� C) Wco Q -i 0 (n = w w w_ J Z n m (D o �O W Lu N N_ N co O N_ M Z W O U 07 Lu Z O w W UJ w d a- DATE: 12-21-2017 JOB NO. 1702 SHEET NUMBER A204 copy WHITE CEMENT TILES ON 90# HOT MUP OVER 30# FELT, TIN TAGGED ON 5/8" EXT. GRADE PLYWOODAND PREFABBRICATED TRUSSES +16'-5" MIDPOINT OF ROOF @ GARAGE +12' T.O. WALL @ GARAGE ALUM. GARAGE DOOR _ IMPACT RATED (TYP) SMOOTH STEEL TROWELED STUCCO FINISH 30" T.O. STRUCT. SLAB @ GARAGE 7 7 3 rig WHITE CEMENT TILES ON 90# HOT MUP OVER 30# FELT, TIN TAGGED ON 5/8" EXT. GRADE PLYWOODAND PREFABBRICATED TRUSSES ALUM. HANDRAIL TYP (MIN 36" A.F.F) 7 ALUM.SUNSCREEN W/ 6x6" FRAME AND 3x8" BEAM ABOVE O FIXED 12 7F-, O 7 7 O FIXED O FIXED + 42.-0" TOP OF ROOF +38'-6" MEAN HEIGHT OF THE HIGHEST ROOF @ rFIXED T.O. FLOOR O FIXED STRUCT. SLAB 7 L � J1 O [[FM:EDFIXED FIXED 12 17 7Fa, 17 L1 L1 L1 FIXED FIXED 7 7 tO O' 0 FIXED FIXED FI CANTILEVERED -T SUNSCREEN O FIXED FJIXED FIXED ALUM. WINDOW IMPACT RATED (TYP) OALUM. WRAPPED FIXED CORNER COLUMN (TYP) T.O. HOLLOW CORE N SLAB J i*> ALUM. WINDOW Y1 O O IMPACT RATED (TYP) E1 E1 FIXED FIXED FIXED FIXED n SMOOTH STEEL U��A �JTROWELED OEFIX STUCCO FINISH FIXED t0" ------ - T.O. STRUCT. SLAB ------------------------------------------------------------ STONE12 7 AZEK O FIXED AZEK O OLLJI L FIXED FIXED ALUM.SUNSCREEN W/ 6x6" FRAME AND 12 3xB" BEAM ABOVE 7 17 ±6" OL T.O. WAU T.O. WALL (MIN 36" A.F.F NORTH ELEVATION SCALE: 3/16" = 1'-0" 7Fa AZEK 7 O FIXED O FIXED -1217 WHITE CEMENT TILES ON 90# HOT MUP OVER 30# FELT, TIN TAGGED ON 5/8" EXT. GRADE PLr'WOOD AND PRI=FABBRICATED OF ROOF T.Q. WALL AL M. WINDOW IM ACT RATED (TYP) AL M. WRAPPED CORNER COLUMN +13' T.O. HOLLOW CORE SLAB SM 0TH STEEL TR WELEDSTUCCO FINISH t0" T.OJ STRUCT. SLAB WEST ELEVATION SCALE: 3/16" = 1'-0" WHITE CEMENT TILES ON 90# HOT MUP OVER 30# FELT, TIN TAGGED ON 618" EXT. GRADE PLYWOOD AND PREFABBRICATED MIDPOINT OF ROOF @ GARAGE T.O. WALL �+6, Y T.O. WALL SMOOTH STEEL TROWELED STUCCO FINISH T.O. STRUCT. SLAB HOOS ARCHITECTURE 6220 N. HIGHWAY A1A VERO BEACH, FL 32963 PHONE: 772-494-6785 M M02522 Q U W Q LL U) _ L�/ LL W W J Z n L.1_ m (0 O W F � 0 N co C N W a Z O W n > U) x Z O F- H LU W W DATE: 12-21-2017 JOB NO. 1702 SHEET NUMBER NORTH ELEVAI�j A3 0 1 SCALE: 3/16 = T'- p y WHITE CEMENT TILES ON 90# HOT MUP OVER 30# FELT, TIN TAGGED ON 5/8" EXT. GRADE PLYWOOD AN D PREFABBRICATED TRUSSES +28'-8" MIDPOINT OF ROOF +23' T.O. WALL SMOOTH STEEL TROWELED STUCCO FINISH ALUM. WRAPPED CORNER COLUMN (TYP) +13' T.O. HOLLOW CORE SLAB ALUM. WINDOW IMPACT RATED (TYP) t0" T.O. STRUCT. 7Fa JL SOUTH ELEVATION SCALE: 3/16" = 1'-0" 1�7 gin O FIXED + 42'-0" TOP OF ROOF 12 71 +38'-6" MEAN HEIGHT OF THE HIGHEST ROOF 7 L1 L1 L1 FIXED FIXED STONE 12 77 IN FIXED O FIXED XED Lo IN FIXEQ 8 FIXED O FIXED +19'-5" 7- -J MID POINT OF O 7Fa AZEK SUNSCREEN \ SMOOTH STEEL TROWELED c D O K O D O STUCCO FINISH FIXED r / / T.O. O FIXED I 7 43 ✓ O XED FIXED WHITE CEMENT TILES ON 90# HOT MUP OVER 30# FELT, TIN TAGGED ON 5/8" EXT. GRADE PLYWOODAND PREFABBRICATED TRUSSES +28'-8" _ MIDPOIN4 OF ROOF +23' T.O. WALA. ALUM. W NDOW IMPACT RATED(TYP) ALUM. WRAPPED CORNER COLUMN (TYP) +13' T.O. HOL OW CORES B SMOOTH STEEL TROWELED STUCCO FINISH O � I FIXED PIXED T.O.STR JCT. SLAB EAST ELEVATION kLE: 3/16" = 1'-0" 9 HOOS ARCHITECTURE 6220 N. HIGHWAY A1A VERO BEACH, FL 32963 PHONE: 772-494-6785 M 26002522 © HOOS ARCHITECTURE, INC m Q d UQM W Q ILL `�� v) = LLB 0 = no, W W J Z a_ Q o rY H °n (D OILL w 0 LU n c\1 N _ N 00 0 N M Z O w (n U > I X Z O w W W w a D_ DATE: 12-21-2017 JOB NO. 1702 SHEET NUMBER A302 34 a�0m I��mlmro0 IW, ommul®1INIa�l. O O FIXED - FIXED O O B FIXED FIXED FIXED mmmm lmllggl �M. O FIXED O FIXED O FIXED 8 FIXED 12 71, L1 E FIXED FIXED 12 7(12 17 O 11L4 IL 11 O O FIXED FIXED L FIXED 17- i �L L1 L1 L1 �L FIXED � � FIXED 7 (� 7 STONE O FIXED O FIXED STONE O FIXED AZEK AZEK O O O O O O 1— EIELI O FIXED FIXED FIXED FIXED FIXED FIXED FIXED SUNSCREEN SMOOTHSTEEL TROWELED STUCCO FINISH FIXED = AZEK AZEK O FIXED O FIXED I7 IXED FIXED O FIXED � 3 WEST HIDDEN ELEVATION SCALE: 3/16" = 1'-0" HOOS ARCHITECTURE 6220 N. HIGHWAY A1A VERO BEACH, FL 32963 PHONE: 772-494-6785 M 260=2 0) w Z co W Q C) LL �' vJ Z LLJ N�W LL w W J Z EL Qory ~ m�0 H W W N a 00 N M Z O W o > I Z O F- W W W w a a DATE: 12-21-2017 1 JOB NO. 1702