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ELEVATION OPNG. _...e _ ........_....._........................_......,.._.......__.._ p_�p_ ..� _,_._._._ _.e. ". . OSB ORIENTED STRAND BOARD WDW. {WI,NDOWW__._W.__.___ ELEC. ELECTRICAL _ENOL. ENCLOSURE PED. IPEDISTAL SINK W.I.C. WALK-IN CLOSET ENG. ENGINEERED POLY POLYVINYL _WP GFI WATERPROOF GFI _......m_.__._ POUNDS PER SQUARE EQUIP EQUIPMENT �. P.S.F. i W.W.M. £WELDED WIRE MESH FOOTe.,......_.._. _.._.....___.........._.. ...... _..................._.................._ .�.- _..............._.... POUNDS PER SQUARE INCH W.W.F. !WELDED WIRE FABRIC EXT.EXTERIOR _ P.S.I. _w.._µH...._._............................................._...._..............___.. _._. _.._.__w..................�......_....._..._...._.�.._........._.._....._....._..._.._.._.._......._.....�._._...._..._....._...__�..._._� FINISH FLOOR PSL W_ PARELLEL STRAND LUMBER. FIN.FLR. ....�._.___.�_...._...�........._�_.�.�..__._.�......w..._.�.__..�..._._... P.R. POWDER ROOM FLR FLOOR-� ..��..._._._�..._._._._.�...___.�..._...._._.�......._._..�._._.�._._......_�..__�.�.......__._....�......�.�.........�...�.�.�._�..._._.._.��....__._�...m........�.. PRESSURE TREATED��m� 5 FND. ,FOUNDATION P.T. GRAPHICS LEGEND ARTIAL SECTION III I CKIl - DETAIL # - DETAIL # DRAWING # ___ DRAWING # -- ----_J__ BUILDING' -S=O---- ---- DETAIL # � --_ � � ___ DETAIL # (DRAWING # � � / DRAWING # CEILING HEIGHT CHANGE C� CENTER LINE ELEVATION MARKER � SLAB RECESS � _ C� FRAME BEARING WALL � INTERIOR WALL 0 (NON-BEARING) � CMU MASONRY WALL O [� GABLE END WALL � FRAMED KNEEWALL DROPPED SOFFIT � DESIGN CRITERIA SPANISH TILE SHAKE SIDING SIDING BRICK STUCCO FINISH EARTH INSULATION DECORATIVE STONE _ PRE -CAST LINTEL/ HEADER • - FAMILY RESIDENCE: TWO STORY. FIRST FL OR FRAME SINGLE SECOND LOOR - FRAME BUILDING TYPE: RISK CATEGORY: ORY. _......... DESIGN BASED ON FLO IDA BUILDING CODE WIND DESIGN BASED ON: 6TH EDITION (2017) �......��..._....� F.B.C. 6TH EDITION 2 17 RESIDENTIAL HA F.B.C. 6TH EDITION0j17 MECNIC F.B.C. 6TH EDITION(201-7) PLUMBING . ■V. V. v . . . --- -- - ,-�, -- , CONSERVATION F.B.C. 6TH EDITION (2 17) FUEL GAS F.B.C. 6TH EDITION (2 17)W ACCESSIBILITY NATIONAL LELELECTRIC �C D... E 2014(NFPA 70) ...._._..a...-. .--_A N_F_P A. 1012014 ULTIMATE DESIGN WIND SPEED = _....._T�. D SPEED = NOMINAL DESIGN N WIN EXPOSURE: RESSU RE C OE F.. FOR WINDOWS/DOORS, SEE FLOOR PLAN FOR ACTUAL PRESSURES: FEMA RULES & REGULATIONS ASCE 7-10: MINIMUM DESIGN LOADS GROUP R3 V - B II ASCE 7-10 _.... 130 MPH 101 MPH B + 18/-.18 vIE. X Irv. ER THE DATE IT IS SIGNED THIS DRAWI G AND DESIGN IS VALID FOR 12 MONTHS AFT AND SEALED OR WHILE CURRENT CODE IS VALID SQUARE FOOTAGE NOTES AREA CALCULATIONS S.F. FIRST FLOOR 2,717 SECOND FLOOR 11044 TOTAL LIVING AREA 31761 SQ. FT. COVERED ENTRY � 112 � COVERED LANAI � 337 GARAGE(s) � 677 BALCONIY 101 TOTAL 41988 SQ. FT. LIST OF DRAWINGS CAROLINA ELEVATION Cl COVER SHEET - Index of Drawings GN1 GENERAL NOTES IL NDA TI N PLAN A1.48 SLAB LAYOUT A1.N SLAB LAYOUT NOTES, SCHEDULES, & DETAILS FL R PLAN A2.48 iFIRST FLOOR PLAN A3.48 ;SECOND FLOOR PLAN A3._N FLOOR PLAN NOTES, SCHEDULES, & DETAILS EXTERIR ELEVATIONS A5.48 ;FRONT & SIDE ELEVATIONS _ L P LAN 0 A5.1.48 REAR &SIDE ELEVATION, & ROOF SPE _ . A5.2.48..._.EXTERIORELEVATIONDETAILS_ BUILDING -SE 'TI0I0N� A7.48 yBUILDING SECTIONS_ D I F FUSE R �µLAYO UT...............__..�.�....._.......___._._.��.�...._�..._..�......_...H� M1.48 FIRST FLOOR DIFFUSER LAYOUT SECOND FLOOR DIFUSSER LAYOUT M2.48 ELECT-1UCAL LAYOUT El 48 iFIRST FLOOR ELECTRICAL LAYOUT £2.48 `SECOND FLOOR ELECTRICAL LAYOUT---------, D3 STANDARD NOTES & D_ET_AILS _..__� D7 STA A_ NDARD NOTES & DETAILS , _ „ _.__..D_ _._.. STANDARD NOTES & DETAILS HOUSE ELEVATION ABBREVIATIONS ABBR. FULL NAME ELEV. CODE MAN. MANOR 03 WIL.WILLIAMSBURG .....___w._..._...._ 07 ._�__. �..�_...__._.. ,_.... __ ._._._...._..._.__. ......._...._.._.__._._._._._...._._._......_.,._......._......_...._...___.........,_._._......._._._.._..._._......._._ PRO. PROVINCIAL CHA. CHATEAU 08 09 VER, VERSAILLESCLA CLASSIC ._.._.._.._._._. 10 18 _...._.__°....___""_._._.............- I MED. MEDTERRANEAN .�._"_�..__.__".�..�_.__. 19„ _.__..._w__�...�...�.."_-.-______..._.�..�...._�.�.�....�..�.�._ �.�."__.�.._" TRA. � TRADITIONAL 20 COUNTRY MANOR 21 HER.HERITAGE ._ ..._._.�__� ._. � _ � 22__ _ w _..----_.W._..._.__w...__w.. � � _....__ �_w .._..._....�....___...w......W._..._.__..._._..._.�._ CMN. CIMMARON 28 SN. ON N. MISSION ._._M.._.�.MS�""_,.....-._........_.�_..._�.. �.��_.��..� 30 __. �.. _ _ CRAFTSMAN 31 SCL. SPANISH COLONIAL 32 _�__....._wµ _ w._ _W _..._...._....._._...._._...__.._._.___. _..___....._._......_._._...��._._��_ BOR. BORDEAUX.._. 33 BRO. BROUGHAM_ 39 REN. 3 RENAISSANCE40 VIE..�.�..�......�.�V..a.._,.�.....�._.��._._..�...q.e.�....__�._.�.....�.._w.__.�.VIENNA 41 TUS. TUSCAN 44 CLS. CALAIS 46 ITV.ITALIAN VILLA � 58 _._... _.._._.......__ ........................."".".. ,--...__.�._._._ PBC. PALM BEACH _. _CARIBBE_AN 80 81 CST. COASTAL 82 Ow CL L 0 L a� 0 L cl 0 z_® zz QOM z U) Lu Off= u.j yam OC Z J � J Ll � OLuO c�z 0 wLU Q w =w p 0 = q: -3:O w �wz (D (D wOt:� cn a oQz ¢�o Lu UU)Q uj Wiz =) C3 z z Lu =Q �C)r'� 0 C:) 0 J =zQ BO O 2�w 0 J U � CO Lu WQOv O oC n O Q�� U L W Co zzn z � C:) Q ALL_ CO W J 0 J I— Q OCU) Ln OOH O Lu Ln Lu H ¢ a. 0 oC OC):�� HOZ = m O U (! 0 O (5 Q LU >- m w co C) 0 C Lu Q z: LL 3: ur)uJLL OLf) QZ Lu acl-u)> (Dcewz z(p>{ O �F--w= �Lzuzu Lu _ =��e F— z� UJ mLUC a L LUQ` zz=� cn aM _ Lr)C C � Ln cn w Z C C) ~ ` tw-UL � Q u L U(nWF zOw U) L O z p c a z� o� zw�. cn � W Lu 0 C] U5 wi z' U U �w- i zw � Q w U7F=—UI cn :-3:� Lu Oo= LU Lu co zm J Z J .� 0 0 Q U F -- GENERAL NOTES 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDIN � AND ITS COMPONENT PARTS DURING ERECTION, THIS INCLUDES, BUT IS NOT LIMITS TO , THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS �AY BE NECESSARY, STRUCTURAL DESIGN CRITERIA ASTM C90-01, STANDARD WEIGHT UNITI LIVE LOADS: ROOF 20 PSF (REDUCIBLE) RESIDENTIAL FLOOR, UNLESS OTHERWI E INDICATED 40 PSF 40 PSF BALCONIES/DECKS 40 PSF STAIRS 10 PSF ATTIC WITHOUT STORAGE 20 PSF ATTIC WITH STORAGE 30 PSF HABITABLE ATTICS 30 PSF SLEEPING ROOMS WALL SHEATHING: PLYWOOD C-C/C-D, E SS OTHERWISE INDICA ED 3000 PSI CONCRETE Uvjvk_ttF_iF_ WILL .�iii��......�...,•,., STRENGTH @ 28 DAYS REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 ASTM A615-60 60,000 PSI ALL REINFORCING BARS ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI POLYPROPYLENE FIBERS FOR SLABS ON RADE MINIMUM 1.5 LBS. OF �..,�� cn rctr vnon CONCRETE ASTM C90-01, STANDARD WEIGHT UNITI MASONRY CONCRETE GROUT 3000 PSI CONTINUO UNITS: DURING CONSTRUCTION STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL: WELDS: E70XX ELECTRODES ALL BOLT WOOD BEAMS, RAFTERS, JOIST, PLATES: U.N.O FRAMING: ROOF DECK: PLYWOOD C-C/C-D, EXTERI LOAD. FLOOR SHEATHING: T&G A -C GROUP 1 A WALL SHEATHING: PLYWOOD C-C/C-D, E WOOD FLOOR VERSA LAM BEAM: Fb = 2900 PSI (2.OE) TRUSSES: WOOD COLUMNS: PARALLAM 2.0E U.N.0 WOOD ROOF DESIGN LOADS: TRUSSES: TOP CHORD LIVE LOAD: 10 PSF TOP CHORD DEAD LOAD: 40 PSF BOTTOM CHORD DEAD LOAD: 10 PSF TOTAL: TED LOADS. WIND UPLIFT RESISTANCE: TING A MAXIMUM SEE DRAWINGS FOR SPECIAL CONCENT LOAD. UPLIFT AS PER SPECIFIED CODES, DEDI LOAD, BUT NOT EXCEEDING ACTUAL DE WOOD FLOOR DESIGN LOADS: TRUSSES: DEAD LOAD: LIVE LOAD: TOTAL: FOUNDATION/SITE PREPARATION: FIBERS PER CU fm= 1500 PSI MORTAR TYPE "S" 1800 PSI MASONRY INSPECTION IS REQUIRED ;TEEL A36 36,000 PSI, U.N.O SHOP AND FIELD CAST IN CONCRETE: ASTM A36 OR ASTM A-307 NO. 2 SOUTHERN YELLOW PINE (19% M.C.) iR, or OSB A RATED (48/24) (TERIOR OR OSB SHINGLE ROOF: TILE ROOF: 20 PSF 20 PSF 10 PSF 20 PSF 10 PSF 10 PSF 40 PSF 50 PSF 10 PSF 10 PSF TED LOADS. DESIGN FOR NEW WIND TING A MAXIMUM OF 5 P.S.F. DEAD LOAD. 20 PSF 40 PSF 60 PSF 1. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEA ING PRESSURE OF 2,500 PSF, FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE C PMPACTED TO A DRY DENSITY OF AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM RY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TE MITE PROTECTION. 2. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPEN TENT GEOTECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATIO L EFFORTS. LOCATIONS FAILING TO MEET THE GEOTECHNICAL ENGINEER'S REQUIR MENTS SHALL BE RECOMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS IRECTED BY THE ENGINEER. 3. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEA ING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BEM DE BY THE GEOTECH. ENGINEER. TERMITE SPECIFICATIONS: SECTION R318 PROTECTION AGAINST TERMITES TERMITE PROTECTION SHALL BE PROVIDED BY REGIST RED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPL ED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE A PREVEN IVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMP ETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OFCOMPLIA CE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL CO MPA Y THAT CONTAINS THE FOLLOWING STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE TMENRULEFOR THE AND LAWS ESTABLIOSH�D BY THE FLORIDA NEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH DEPARTMENT OF AGRICULTURE AND CONSUMER SERVI ES." NOTE: GOVERNING JURISDICTION "LIQUID BORATE 1) METHOD OF TREATMENT SHALL BE APPROVED B THE OR BORA-CARE" PRODUCT METHODS I O MUST BE D TH THE BU LD TERMINED DEPARTMENT. PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON 2) PRESSURE TREATED LUMBER THAT REQUIRED TO BE FIEL TREATED TO PREVENT INSECT OF WOOD ARE REQ SECT N ESTATION. OPTIONAL BORATE APPLIED TO ALL FRAME EMBERS WITHIN 24" A.F.F. DOORS & WINDOWS ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN HEIGHT & 5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" A.F.F. WINDOWS SILLS GREATER THAN 72 ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT GREATER THAN 24" A.F.F. OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R312.2.1 THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. WINDOWSINDICATED MIN. DWITH EEGRESS REQUOR IREMENTS EMENTS PER NMUST BE FF.P AU10D CHAPTER 24 TO THE BLDG. CODE W/ RESPECT ALL GLASS WITHIN 24 INCHES OF AN ADJACENT DOOR OR HINGE SIDE OF A PERPENDICULAR SWING DOOR, ALL GLAZING LESS THAN 60" FROM TUB AND SHOWER ENCLOSURES, AND WINDOWS LESS THAN 36" ABOVE STAIR LANDING AND WITHIN 60 FROM THE BOTTOM TREAD NOSING SHALL BE TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2017 FBC 2411.1 SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1%8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1/ INCHES (35 MM) THICK, OR 20 MINUTE FIRE -RATED DOORS. WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE TREATED 2x8 STUDS MAY BE 5EFRTO THE MEMBERS OL 1TAPCON 1OM I CH END AND 12" C/C. ADDITIONAL AMING SHALBE NAILED TO PRIOR W/ (2) ROWS OF 0d NAILS AT 0" C/C. WIND BORNE DEBRIS REGION EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE MINIMUM REQUIREMENTS FOR CODE COMPLIAC RESTRICTIVE REQUIREMENTOF A CONFLICT BETWEEN SHALL PREVAILTHE APPROVED NOA AND THE ARCHITECT OF THE RECORD NSTRUCTION SHALL BE OTIO ENTS, IED THE MOST THE M GYPSUM WALLBOARD PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8" TYPE "X" GYP. BOARD ON ALL GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO & ABOVE FINISHED FLOOR. ENCLOSED ACCESSIBLE SPACE E ENCLOSED SNDE STAIRS GYPSUMABOARD DER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ri ACC Qi nry MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. BUILDING IDENTIFICATION APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4" TALL AND 1/2" THICK AND CONTRAST WITH THEIR BACKGROUND. STUCCO ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL B PLYWOOD PANELS. STUCCO FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. OUTDOOR KITCHENS ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. CMU, LIGHT STEEL GAUGENTHE DETERMINED CONSTRUCTION OF P IVACY WAL SABUTTING EEXTERIOR GRILLS RESIDENTIAL, SHALL BE USED IN OR COOKTOPS A nerur%n Arc METAL AND WIRE LATH: 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. 2. ALLTHAN 6NINCHEES APART, SIDE LAPS, BETSECURED IRE FABRIC TO SUPPORTS SHALL BE CED NOT MORERE TO SUPPORTS AND BE TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST %4 INCH AND BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. 11 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1%" INCHES LONG HAVING A HEAD NOT LESS THAN 8 INCH IN DIAMETER. UTDDr)oc MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. u xi A r ninTcc THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: MECHANICAL,RESIDENTIAL, AND ENERGY CONSERVATION MOUNT ALL THERMOSTATS AT +4'-0" ABOVE FLOOR. ALL INTERIOR & EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V.A.C. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. FOR EXHAUST HOOD SYSTEMS CAPABLE OF EXHAUSTING IN EXCESS OF 400 CFM, PROVIDE MAKEUP AIR PER FBCR M1502.4.6 WHERE EXHAUST DUCT EQUIVALENT LENGTH EXCEEDS 35 FEET, PERMANENT LABEL OR TAG REQ'D PER FBCR M 1502.4.6 ELECTRICAL NOTES THE BRANCH CIRCUIT SUPPLYING THE AND NOT LESS THAN ONE RECEPTACLE OUTLET O T SHALL BE INSTALLED FOR EACH MOTOR VEHICLIN A GARAGE SHALL NOT SUPPLY OUTLETS E E OF THE GARAGE A SPACE. THE DWGS. ARE DIAGRAMMATIC & INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL. CODE & ALL CODES, REGULATIONS & RESTRICTIONS HAVING JURISDICTIONS. GROUND -FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED OUTDOORS, IN BATHROOMS, GARAGES, LAUNDRY AND AT DISHWASHER SHALL HAVE GFCI CIRCUIT BREAKERS OR RECEPTACLES. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE) TO NON -SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE PROVIDED W/VISIBLE "POWER ON INDICATOR" AND A TEST BUTTON WITH BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. ALL ELECTRICAL SWITCHES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" FROM EDGE OF OPENINGS. ALL WALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED. BRANCH CIRCUITS THAT SUPPLY 120 -VOLT, SINGLE-PHASE, 15 & 20 AMP OUTLETS INSTALLED IN KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUN -ROOMS, RECREATIONS ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS SHALL BE PROTECTED WITH ARC -FAULT CIRCUIT -INTERRUPTER PROTECTION PER FBCR E3902.16 CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY, THE LOCATION OF SERVICE AND SHALL LOCATE METER AND PANEL AS REQUIRED. VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30" A.F.F. IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, BEDROOM, RECREATION RECEPTACLES SHALLBELISTED TAMPER RESISTANT BASEMENTUDRECEPTACLESAND .TOHERE AOR RE NO EXCEPTIONS. ALL 15- AND 20- AMPERE PLUMBING NOTES THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND RESIDENTIAL ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26" ABOVE GRADE. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. cunIAMD ur-An HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE 714" HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6-10" rGhIcnAl ninTCc ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. DRAWINGS SHALL NOT BE SCALED. INSTALL SOFFITS PER FBCR R703.1.2.1 SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). 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FOR II II O zo�EeLu O _ II u - I GAS LINE ~ ~ "' °° i i � FUTURE HOT TUB PROVIDE I I `� � ' ' 8" PLUMBING "' u II o II T, ELECTRICAL C ASE PRE PLUMB w oc FOR FUTURE m WALL FOR ISLAND ICE MAKER I ' ' ' �'--- -- II - -=- - ----------- �r � � i------ f -- ------------ uo ® ' 0 � U I I I I - I I .-i d- II II r -- I I I O I -------- I_ u w II iI I OV°� 2'-8" 13�_1�2°° �n Iol —=------_—�� 0 1 = I I I I I I ! � II II I L- - - - - - - - - - - - - F.--� ca --------------n 21' 2% w J I I I I I------ -------, r------� 17' 4°. 2 I I I I I 6'-4" I 2°-C�n u _ � >® i t _-� i FIELD I i o , °� �--------__ VERIFY IN I , _ 6 PLUMBIN I i i___------ i 1 W/ TOLL II CD I _ WALL ' i BROTHER'S P.M. I I ' I , �1 I I I - IL_ -JL--- ---- r --'L ------------------- --------------r N ' I - I TYP. Li I N _J 1 11'-2" A1.N' `t- 6.211 10 6'_0 ►1 0 11-1 ol 16'-2" I ,� _ VERIFY IN FIELD / _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - A - - - - - - - - - - - - TOLL BROTHER S P�.M. _611 I i W - A7.48 n PAVERS ON 6" PLUMBING 00_ 0 OTE: FIN. FLOOR T BE I STEMWALL N WALL SLOPE PAVERS - U--18" MIN. ABOVE CRO N LL, I @ 1 8 PER FT. Ln �o OF ROAD I -___ ----- _ I o ------------- — IN, SLOPE PAVERS @ � PAVER ONp_0 `*M iI iI i STEMWALL FINISHED FLO IR _ - ll') u N O n _ _ I - - - --�------- °_01° �I 1.0GAS LINE TO FIRE LACE ----- I 3 2,-0, 13 61-611 O------------ ,-I- 3°_6n - II I o rr----, I I _ _----- ------I ------- iii -- F1 ----- ---__ __ -- - _ - _r__� ----------- - - - - ------ Ln L r- I ' I ° I I N �' \\ GAS LINE TO I ILll--- n I I I ------ ------ PRE-PLUMB TI I� DRYER _ L_� I o I L'� II i j j it � ii I � I PRE -PLUMB FOR FUTURE _ I °� , I u „ ' STEP BARBEQUE AREA. PM TO I ; 4 PLUMBING , �, I I I SLOPE SLAB @ VERIFY LOC. I WALL TYP. I ®L/T _ I I 1 8 PER FT. U.N.O. I I PROVIDE GAS LINE FOR ' ' ' ' ' ° ' ---- --- ------ ---- -- -- FUTURE BARBEQUE AREA. - ------ -- =I--=- ®— _-� PM TO VERIFY LOC. ' ' IT �P' ' ' 6" PLUMBING 1 I 181_1011 I I 6°_6" , WALL A1,N 211_4.1 o 27'-8" 31-411 151-011 I 15 11 00 = ap T-4 _ I - M C) N n - � -91° 1'-6'� 18'-8" c, b, 71-73 I 6 PLUMBING ol WALL II II I I - WATER —_— —__ SOFTENER LOOP - .5.1/211 ---I--- -o i _ 1/2�� -15" I I II 11 � 0 M I �I II N ---------------------------- -u-r-'-'- R II II I a_ Lij II II C) o II tII I II II 28'_8" I I �_________ _ HEATER = a = GAS LINE TO TANKLESS WATER , 96"X481X4" CONC. PAD 3" ABOVE, 75'-0" GRADE. SCALE: 1/4" = 1'-0" D CAROLINA 2 i. wo NOTE: STEMWALL FOUNDATION 0 M M Lo COMMUNITY DEVELOPMENT APPROVED TOTE: FIELD TO VERIFY ALL GAS LINE OCATIONS PRIOR TO POURING SLAB ►DDITIONAL NOTES, SCHEDULES, & DETAILc :AN BE FOUND ON THE A1.N SHEET® cyC 0 O Q Cri Q CIO Q L� U U U Q Lu m U O M (fiIDn '\ V goo At 0 CQ O zLL- <o az z Q o Off= Lu oc ~o 0-m oc z J O W J W ® — O Z cl- OJ wLU Ca Q W ~ O n = W D O = z = t-- Q�z 0�0 Lu Lf) J w 7;- C:) O w O w0 U -)o oQz Q3o LLJ C) U(1)Q W pC Z � a O Z Z UJ = Q F_ � O J =zQ LL- C:) �LL- o�co U�m QLu uo oc o O v, v U- w m zzo cez LLJ C), - Q w > JJ O J F- Q 0 ui ( Lf) Ln O Q oC 0 W H UQQ a 0 oC O oC � O z O =co V C) a U < ZD CIO LLJ m uw z Lf) cr) C:) (j)Q LLJ F- ag r"m Q � z C:) > z �L�o °Cwz� �2:wLf) Ln F-+wr-Aw0 F=-- Z w F- >�ri'o oQoLU zz=� z (.!) W �- (n O LLJ U7 °Cwz,z C) U.i `t=LLJ= to w CD O w U)z~ � z O z zOcn O 0 z w C' ¢_ dozes Fes-- a w LLJ 0 z Lu w Z Q w w zWr0 cnF--zo LD U-1 Lu U-) criO -::c (D � �Wm"-' U J Z J L~L J 0 0 LL- Q U F- 0 FRONT WALL OF GARAGE PROVIDE 1 1/2" D x 5" W RECESS AT GARAGE DOOR PROVIDE 4 1/2" D x 8" W SLAB RECESS BRICK PAVERS FIN. FLR. 1 SCALE. 3/4" = l' -O" SLAB LAYOUT NOTES: 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS.I 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE 4. PROVIDE 8"X 11/2" RECESS AT SLAB PERIMETER (TYP., U.N.O.) 5. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. INDICATES DOOR OPENING W.W.M. PLACED IN UPPER /3 OF SLAB OR FIBERMESH .EINF. PER PLAN /8" (MIN.) SAWCUT x 1/4 OF LAB THICKNESS SEE OUNDATION PLAN FOR LOCATION w g w SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, AS CONCRETE ALLOWS WITHOUT RAVELING wS SAW CUT DETAIL ACALE: 3/8" l is � b� 0 6" mill PI AN 1/TFW C) Q Cn Q 00 Q C� `./ U U Q LLj co U H z RECESS Q IN SLAB GARAGE i0 DOOR i0 SLAB ` 4:1, RECESS L se z LL. �o o� z ¢a Lr) z crn Lu Lu cy, o � _ fj�� m m, z J C:) W J o o�� c- oLLJ=Q Ca W> w Q�� oho �LLJ Ln u z C> w co w o oQz ��o U Ln Q W Qz ZD CD LLJ z z w =Q� F-cy,� 0 � O J =zQ �oo ZL1_ C) 0- J CO U p[, —, Lu Q o O n o n U u LLJw CO zzo z 0,Q Lu C), - w < J 0 J Q C)oh oo� af�0 � C01-1 oQ C) F- �oz 0 =mU Lu Q uj mmw� o�oo Q �cnLU �cn 0 1 LU z LiLi= Z C:) � Z oo °)wz� C) g Lu cn U) w o 0 Lu m oc z �<t LU zz=n z (fjLuLr) �JQ C.yw z a n ur) U Lij cn ocwzW C) LjLj U Q=n= w z O w U)z~� z p z z p cn U) O n z ru Q '^ H V I C) z z cl- LLJ u-inz Lu LL - (D " UJ ILw r o ��Lu Q Lu criF=--Uzo V F_ ~i u., wco w nz=� Q�C� oW°C°w U JzJLL J o o v -- <C U I- o B A7.48 , „ 75 -0 GAS LINE FOR POOL 51-011 11 FUTURE HOT TUB EQUIPMENT I 70'-0" 34'_4"' 17'_4„ 2'-6" 6'-1011 , SHUTTER 01 PROJECTION rMM1 OA iIII 11_ -- - 1II 1N 0 I— -----------i °° I1 I I CABINETS FRONT DOORS I! i = ---- ABV. B+; V- . HB K :.... B430" B -W30 0 B -W27 R & SH B- 3 -B -W30- B-30" 06 6 11'-411 6 12'_4 3'2 5'-411 r GAS COOKTOP 20141 4,-10, WIC 5 °° .0C10LG.KITCHEN DINING DBL. SINK 101.01cLG. W/ DISP.ROOM ------------------ V30RECESSED NICHE 1 O -g11 52DW - - - -c=M .--I O I I - 1 PM TO LOCATE 14 - BEDROOM 0 COFFER CLG. ( I I ' ' ---,B18"' M ; DBL. PAN Y 21 11 �, 21.9,1 21.711 10,_011 CLG. ------ 151-8111 �____________� ,� ,OVEN BEDROOM 1 101.011 IL 17 "' M ------------------------------- ' 101.01, CLG. lu - -- - - -------------------- - 1 1 11 _ 2►' X 6" WALL 34 1/2" 1,�--1 11 108 - I I LINE OF = A OA 2 _p I A.F.F. ROUGH II I REF. o J10'-011 -� 11 6� 41► �� ISPACE; FLOOR ABV. T1 /BATH 2CD -----J o TYP 10 _p 1 111'1 I cn 10'-011 CLG �' `�--------------- -�--- -COAT - o 7 — — — — — — — — N © — = O - FLAT SOFFIT @ `� _ rr,4 5 -11 111 5 0 N TWO STORY N 9 -0 TYP., U.N.O. ( - _ ---- - -77= 1'-0" 611 11 - T'I- -- 201.40 _ 41-211 oe 11-2 611 1 1 1 1 1 I 1 12'_011 �o FOYER 11 11 1011 n G 1 11 1 1 121_011 41-411 � 12'-411 1- 3 -6 10 1 11 I I I 17 -8 .-1 ►_211 161-211 6" 42" HIGH OPEN RAILING SPACED TO 6 r1RO10M__1 1 I REJECT A 4" SPHERE ( - _ _ _ I I _ _ _ - - - 1 10 1 EAT _ _ _ _ _ _ _ _ PAVERS ON _-I II - - - r N HANDRAIL FLAT SOFFIT I o 1 MT 1 A I _ _ _ _ X12► -011 TO 12'-�8" t _ RETUR - - - - O - *- -- I R CASCADING @ 8'_01r 10' 0" SLOP PAVERS I I W COV E RE D - _ A7.48 I--- - - - - -1 r- _CQ.F €PrCC�-, ,- - - - -I i FOR A.F.F. 20'_411 @ 1 8 PER FT. I I � M o I M Ln Mme! a I I I UP STEPS I I ENTRY ' of acnI 1 COVERED I IoI- 2,_511 1 811 -31-.01-1 11.411 •r - II I 11'-0" CLG.201-711 ------- _- o - 61-4n '-n oLr lo' -0" CLG. ----- ,--1 - - _ _ _ 12►_81 _ -- 4-_411 SLOPE PAVERS @ _ _ _ - PA ERS ON __l L______ -J L—__ 121_®1r _ i I I I r i i i 1 7 \T \\\Iffi§ 11 MT - - - _ _ - - I _ I ST MWALL i I-- - -I f -1 _ _ OC GAS I I OAK T' I i ILO E CLG'i 1 14 8 I I I 1 �,r, O• 1 O I i I FIREPLACE I I 20'_611 I I I STAIR 1 1 1 1 1 1 1 1 1 1 1 1 1 _ I i I I I Ln — LINE PRE -PLUMB FOR FUTURE - E GAS I _ n 6'-2" 1 7' 4" C SLOPED 5 'PWD ■11 ®R o PRONTO 3 6 1 3 0 _ r FOR FUTURE I BARBEQUE AREA. PM TO 10" X 10" - 10 -0 CLG I I _ N -- CLG. 6„ I 1 _ 11 - r I VERIFY LOC. 1 I I i o0 1 6 I k i AIR JUMPER - -cam, _ BARBEQUE AREA. _ �� _ _ _ _ _ �_ _ _ O O O �-- - - - � I u i 7�_g�� _ �� g' 31_011 -- 36 PM TO VERIFY LOC. - II I �� I LINE OF M ' r--_ - GAS D. i� 4" 2ND ACE DROP 3 1 11 SP RO imp D 1, i� � 3 -0 - 1 ----------------- WASH -- I i1 � � ; I �7 �Iu�uu �;- 1 FLOOR I I I WASHER ABOVE. I I DBL. R & SH — — — `-� J SPACE MT 1 I �.,------------ i I 6 WIC ! 0 20'-10" STEP M r M M M r in .. r = 4'-1011 _ _ 10►_011 CLG. 16-0 I - I e- oe _ STORAGE I 011 1 22" X 314"�.'� (RECESSED I � #1 .U. 10'-0" CLG. oo I a', _---------- ATTIC LL NICHECAR'01 I oc �- ILOCATE �� „ Z 01 I I ACCESS PM TO i ®I LT 7 2 -g 7 -0 I ' ' GARAGE o 2 I O 1 R & SH 10'-0" CLG. �� I 5 1 Q1 I I o 0 O - oCl 1 r r I'D 4714 6„ 11 ; LINEN ' (D I I N „ 1 TOWER . SHOWER SEAT @ 1 I - V42 36' V42 1 11 1.211.41' 1 t ) LL_ 11 1 11 c' I 1 11 71.4,1 31.411 5'-p" 18" A.F.F. 16 -8 I 16.2 3 -8 611 �I _00, 611 I I _ , MASTER B H DUAL SHOWER H ADS I MASTER I 13 '-0" CLG. -1 W DUAL DIVERT RS I 10 % �' I 22" X 54" ATTIC I � I I TANDEM I CESS W PULL Ac / BEDROOM I k I � 10'-0" CLG, I DOWN STAIRS 10'-0" TO 10'-8" 110 1-o11 4 FLOOR. MATERIAL V-4 I 11COFFER CLG. 10r_8TRANSITIONOA o WATER III 1II I LINE OF 2ND^ j 11 ------------------ FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" r d- 0)) 3,_4,1 51_011 OO GAS TANKLESS I TEIMPERED WATER HEATER ' � , I TEMPERED GLASS SHOWER ENCLOSURE BOTT. @ FIN. FLR. 91.411 51.011 751.011 B A7.48 5'-0" J"AtMt UKAUt I CAROLINA cn Ln A A7.48 zz-e. 91-011' COMMUNITY DEVELOPMENT --Y - -- --R --- � A PROVED 1111011 ADDITIONAL NOTES, SCHEDULES, & DETAILS ;AN BE FOUND ON THE A3.N SHEET. z LL. ~(D �z ry z ¢oma z U) O 5� -T- Lu w or F-- � CD 7- (Z) w J LL C)UJ cC r'l � Z O WLU Co ¢ F- O W r--% p w ¢�z oho JW :::,- C:) C W> CD w O p Q Z Q 3 Lu U V) Q Wp�CZ � � LuO Z ¢ 5- p � O J =z¢ �C:)o �LL- c) � J ccl UC)r' Quo oc 0o n Q�� UW L Co azC) CLQ LU DC W m ¢ J O J F- C) D (_ (f) C) C:) C1 CJ 0 USLu H � p ¢ O oc Boz 0 = m U cn ��o� QWzz m oo w 5 n JLij Q �(f)�� o(n21 .Q w W ¢ C)L m oC zCo� �zLU vcn pyLuj zuun H W pw (D 1=-zwF- re ; rep 0o p! cl- z F— Ln 2M z U)�J¢ � w = a -p 0 Lu cn H °t�¢ Lu UJ O p H C) ~ W _ Q � p = ULnwF- z_ o w �z~� zCz z C cn -moo p zUioQ ct H F-fW> H Lu Lu Lu w z ¢ H w LL - z w O �� ¢ Lu LL - (D F - Lu W��co pz=Lf) C) F- LLJ p w on w U JZJti J O O LL- ¢ U F— O B A7.48 I 21_811 37'-611 ' B B � I _ ---- _ A - A7.48 I I I I I I R BELO OOF J SECOND FL SCALE: 1/4" = 1'-0" C:) A - - - - A7.48 OC 0 O %�O D MCI -00 Q C1') Q c=) M co N 1 `—♦ O d' U �- U i U Q W m u z � N Q E 00 N me m 7 �-, Ir -1 AID7,7�1 61-211 0 N '00 0, 4�_8 2'-11%21 2'-11/z�� 151-311 -0 1 71.011 6'-0"10 V 23'-611 14'-0°' COMMUNITY DEVELOPMENT �-- 371_611 R O V E D 'W rn CAROLINA my J C) U L fu aj .Q 0 L o- zw �o �z z Qo zc�nw off= Lu oc F- LU �� or_, z m C:) w J oho Lu r-) a- z w Q ,> (D C w c) C) H Z oho :]� W z oWo Wok oQz ��o Lu rl v nQ Wiz w z z =Qw 0 LuO J =zQ (0o w o�ca U re ao QLiq uo oc 0 o U, Q�Lu U LL_ w m zzo z ��¢ �T m w Q � J 0 J I— Q O �Lu � C)o� �U)� TEg 0 oC B C:) >_ 0 =poU Qwzz mmw� o J o 0 �U)�� o cn Q w Lu co (D Cy-', �U�o w z o-uwcn wD z0 Fz- zWF- 0o oc a- z uL zzT- U-J:70 Cn�-+JQ w U-)��o Lu Wzw C) Q H iw- u Quo= C)u'-w� zOFT_Q zpz`''" z o cn U) C:) 0 z w Q o°C..W@ =uioz wu...zd U w w Z w r o o2 Q w 5 zo FU�(fjw W�oC� Cl Z = (~!) cn�(DLu� Q � � C)w°ow U J C) C) LL- QUI—C) *18 RISERS @75/8 16 TREADS = 10" VII/ 1" NOSING 1 LANDING *ACTUAL STAIR RISERS TO BE VERIFIED BY CONTRACTOR IN THE FIELD SECOND FLOOR 11'-4 3/4" d- STAIR RAILING AND GUARD RAILING NOTE M STAIR RAILING AND STAIR GUARD RAILING CEILING @ LIVING AREA SHALL BE CONSTRUCTED TO WITHSTAND A DOOR CD H 00 �o DIRECTION. IT MUST ALSO WITHSTAND A UNIFORM LOAD, NOT CONCURRENTLY WITH THE CONCENTRATED LOAD, OF 50 POUNDS PER \ LINEAR FOOT APPLIED ALONG THE RAIL IN ANY 2'-4" X 8'-0" DIRECTION. INTERMEDIATE RAILS AND POSTS (IN -FILL) SHALL WITHSTAND A HORIZONTAL LOAD OF 200 POUNDS APPLIED AGAINST ANY LANDING ou ONE SQUARE FOOT AREA, NOT CONCURRENTLY 5 WITH OTHER LOADS. 2'-6" X 8'-0" FIRST FLOOR N 0'-0" FIN. FLR. CONTINUOUS - RAILING @ 36" ABOVE NOSING 1/2" PLYWD: WOOD NAILER/, 2x WD. TREADS (NOMINAL) TYPICAL 1 STAIR SE A3.N SCALE:1/4"=i'-o ALL 2X HEADER PRE-ENGENERED FLOOR TRUSSES DESIGNED BY TRUSS MANUFACTURER INSULATION SCHEDULE STAIR RAILING AND GUARD RAILING NOTE TYPE STAIR RAILING AND STAIR GUARD RAILING CEILING @ LIVING AREA SHALL BE CONSTRUCTED TO WITHSTAND A DOOR CONCENTRATED LOAD OF 200 POUNDS APPLIED SELF CLOSING. SOLID NOT LESS THAN 13/8" THICK OR 20 - MINUTE FIRE RATED AT ANY POINT ALONG THE RAIL IN ANY 3 DIRECTION. IT MUST ALSO WITHSTAND A UNIFORM LOAD, NOT CONCURRENTLY WITH THE CONCENTRATED LOAD, OF 50 POUNDS PER 4 LINEAR FOOT APPLIED ALONG THE RAIL IN ANY 2'-4" X 8'-0" DIRECTION. INTERMEDIATE RAILS AND POSTS (IN -FILL) SHALL WITHSTAND A HORIZONTAL LOAD OF 200 POUNDS APPLIED AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY 5 WITH OTHER LOADS. 2'-6" X 8'-0" INSULATION SCHEDULE LOCATION TYPE --DOOR TAG DOOR SCHEDULE DOOR CALL -OUT TYPE SIZE REMARKS 1 THERMA TRU INSUL. FULL LITE ENTRY DOOR 3'-0" X 8'-0" W/ (2) 12" SIDELITES / TEMPERED 2 O.H. METAL GARAGE DOOR 16'-0" X 8'-0" DESIGNER W/GLASS INSERTS CEILING @ LIVING AREA FIBERGLASS DOOR ,- „ 8,-0„ 2 8 X SELF CLOSING. SOLID NOT LESS THAN 13/8" THICK OR 20 - MINUTE FIRE RATED 19 3 FIBERGLASS 4 HOLLOW CORE DOOR 2'-4" X 8'-0" 5 HOLLOW CORE DOOR FRENCH DOOR 2'-6" X 8'-0" 6 (2) 2'-6" X 8'-0" 7 HOLLOW CORE DOOR SLIDING GLASS DOOR METAL CLAD DOOR HOLLOW CORE DOOR HOLLOW CORE DOOR HOLLOW CORE DOOR 2'-8" X 8'-0" 8 16'-0" X 8'-0" EXTERIOR/TEMPERED/BRONZE FINISH 9 2'-8" X 6'-8" EXTERIOR 10 2'-4" X 6'-8" 11 2'-6" X 6'-8" 12 (2) 2'-6" X 6'-8" 13 HOLLOW CORE POCKET DOOR 2'-8" X 8'-0" 14 15 16 17 18 19 SHOWER BI -PASS GLASS DOOR 5'-0" X 6'-8" TEMPERED SINGLE LITE FRENCH DOOR HOLLOW CORE DOOR POCKER DOOR POCKER DOOR SINGLE LITE FRENCH DOOR (2) 2-8" X 6'-8" EXTERIOR / TEMPERED 2'-8" X 6'-8" 2'-6" X 6'-8" 2'-4" X 6'-8" 2'-8" X 6'-8" EXTERIOR / TEMPERED INSULATION SCHEDULE LOCATION TYPE R -VALUE U.N.O. CEILING @ LIVING AREA FIBERGLASS 38 EXTERIOR WD. FRAME WALLS FIBERGLASS 19 WALLS TO LIVING AREA FIBERGLASS li U U 0 0 zo Z Z Q O ~ U, zLLfI))W off= Lu Lf) �m oc z J C:) w J opo 0- C)L U o z w Q WF -o Lu zo-T- F_z c) LLJ w z I oWo U-1 _cn o Lu oQz < o Lu U CJ) Q W iz =) CD z ce ~ 0 ED O J =zQ ��o LL_ oJ ULu �m Quo oc 0o n Q�Lu v LL_w z _ Co ~zz �C:>Q Cr W J c J Q C) r-% m Lu Lf) o�� o� U 0 w Lf) U a O 0 oc � C:) z 0 =mU C)�o� QWzz mcow� J � Lu C, z = Q w J W W Lf) >_ Qa or,m z p > z o� w� 0wz� U)u�.,00 c� Lu H cc CL_o C) LU (D Lu zz=� z (J)Lu cr W = (J) a C) Lu C!� o ar- oCQUz pLuzw Lu a�c�= C) LL. W z o C) zzz"' z C) cn �- - z o zLLj ¢ (D cy, w Q u-iuoz w u- - w LL - b3 r a Wro Q w ii -E w cnF- -zC) P ~ z ~~Lf� LjjLf) ��m oz=� Lucci? � 0 w Co w U J ZJ l~L JooL-- �CUF—O 0 N 6" CORNER TRIM FLASHING (TYP) WA 9 :A:5::.2.:4 BOARD AND BATTEN (TYP) Z 3 ROOFING PER A5.2.48 A5.2.48 A5.2. CONTRACT (TYP)� JI I I II LOUVER I ►_411 � I I I � I - rm M.... 1 I FE1 1�j I I 0 00 I I I I I I I I I I I N 00 I A/C --_ 7 4 ENCLOSURE 5.2.48 TYP. A5.2.4 F ONT ELE, s c7LE: 1/411 = 11-011 METAL ROOF ,,--FLASHING 9 ----- A5.2.48 ------------------------------ , T.O.PLA U � LL�A .-L FIN. FL. NATION METAL ROOF 11.011 I I _ I II I � I T.O.PLAIL_�' _� _ __ -_ -- --- -- -- -- -- -- I- - - -- -- I - Luu Lt LA-_ L-1 LILLUIA U_j � � LLLUL I R1 I I - I I I I I IIul I ILLU lili-I LIEJ -------- 7 - Ell DLL ---- 5.2.48 ,, ,, I qL1 i t ILI I I 1 11t 11 I t 11 II dill II III I II III I II I 2ND FIN. FL. PLATE T.O. f I I I I I I I I I I I CAROLINA 4" CORNER TRIM (TYP) FLASHING. TYP NOTES: - PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED OTHERWISE. - FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH ELEVATION. "CORAL -LIGHT" OR EQUAL PRE -FINISHED - FOAM APPLICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS. U.N.O. - PRE -CAST STONE APPLICATIONS, SHALL BE 'STONE CAST' FROM FOAM FACTORY INC. OR EQUAL, AND INSTALLED AS PER MANUFACTURER SPECS. - TRIM WORK FINISHES SHALL WRAP ALL OPENINGS EXTENDING AT LEAST INTO THE UNDERSIDE OF THE OPENING. - METAL WORK IN INTERIOR AND EXTERIOR RAILINGS AND APPLICATIONS TO BE FAUX WROUGHT IRON ALUMINUM. �' - THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER. - THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING WITH THE SUB -CONTRACTOR / MANUFACTURER AND THE ARCHITECT/DESIGNER IN WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND APPROVED PRIOR TO INSTALLATION. - ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING HEIGHT OF COACH LIGHTS WITH TOLL BROTHERS P.M. I I I I Ji FIN. FL 7 1 5.2.48 A5,2.48 RIGHT ELEVATION SCALE. 1/4" = 1'-0" CAROLINA ADDITIONAL ELEVATION NOTES: 1. PRE-ENGINEERES TRUSSES TO BE MANUFACTURED WITH 7" HEEL 2. ALL HIPS TO BE MANUFACTURED WITH A 1 Z" OFFSET AT CORNERS 3. ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN ADDITIONAL Y2" DROP T,O.PLATE_� 0 0 FIN. FL. METAL ROOFING U I -- z N 'O 10 M N COMMUNITY DEVELOPMENT APPROVED ,w ,o z Q METAL ROOFING zw �o �z z Qom z cin L -u Lu n of DC Z J O w J opo ra- z 3 w Q LU >�o Lu w oo= z=F-- Q�z oho Lu cy J w Z O w C) w O o Qz ¢�o Llj Ui U U)Lij C) Q W pC Z =) 0 Z O D 0 J (�o oc LL- 0- L- o�J Um ¢�o oc 0 o U, Q�Lu Uu w z Co ~zz � Ln LU co J C:) J OO Lij Ln C)o� v 0 F - LU 0 oc Boz O =Ln m V cry C) C) (D Q LL, z H J � Lu co �� 0 ¢ w Lu QLn m zp>z o� ��w= U-1 z w LLJ p F-zwba OE� CD Q L O := Lu z cwi�(DJQ � W=� wC u o ,H^ V I wz w 0 p 1-1 H Lu Q VLU 0 = r-) u- �z~ � zoz Z O .� z w � Q ¢ C) U., Q H �Uoz Lu LL. z ¢ Lu Iw ro aw�u- ("'-z~o z=Hz (D H , w w��°° oz=� M J-4 =) < O� oc � LU Co w U J Z J �OOL- <tUF--O 1 O N 0 1 O ,—I 8 5.2.48 ,----------------------------------- -� LOUVER I I I ' FLASHING I I ' I � I I I ---------------------- T.O. PLATE MINIMS immmumimmmomimmm- m m�mm,�mm�mm�mm�m CORNER TRIM FLASHING �I 1��1�1fm��lml1 m m� 2ND FIN. FL.- T.O.PLATE __- FIN. FL. PLATE 7 .2. LOUVER FLASHING METAL ROOF REARELEVATION- SCALE: 1/4" = 1'-0" CAROLINA I I I I I �J TM METAL ROOF FLASHING. TYP BOARD AND BATTEN (TYP) LEFT ELEVATION SCALE: 1/4" = 1'-0" i I I I I �J am FIN. FL. ROOF SLOPE PLAN SLOPE: 6:12 U.N.O. SCALE: 1/8" = 1'-0" 12.76 CAROLINA 6 A5.2.48 I I I 9 A5.2.48 I i I , I I 11 II II II _--___-_�� LLr-- 0 I FLASHING TYP I Ll I ---- ---- ---- 11 I I I I I I I } I. ---------- ------- 10 ENCLOSURE 5.2.48 CAROLINA 2ND FIN. FL. T.O. PLATE I I I I I I I I I I i I II ii - - - O _1 O FIN. FL. ROOF VENT CALCULATION ATTIC AREA (TOTAL UNDER ROOF) 3827 DIVIDE BY CODE REQUIREMENT 300 MIN. NET FREE VENTILATING AREA REQUIRED 12.76 F : FBCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO LCULATED AT 1/300 PROVIDED THAT 40-50% OF THE IRED VENTILATION IS PROVIDED BY ROOF VENTILATORS TED WITHIN 3'-0" OF THE RIDGE OR HIGH POINT (UNLESS LICTS EXISTS) MEASURED VERTICALLY, AND THE BALANCE OF EQUIRED VENTILATION BY EAVE OR CORNICE VENTS. I - - �l COMMUNITY DEVELOPMENT APPROVED tOVIDE RIDGE VENTS, TOLL BROTHER'S P -P 0 PROVIDE LOCATIONS METAL ROOFI G oC 0 C� Cl') Q m Q 0 U U U Q Lu co U L O u L 0 L zu- H o p Z z < O zLnn°; Oma= uj oc Ln Lu m re z J CD UJ puj yo a 3.. z CD I w Q >3:o p w pO= z = t— oce -:j;:CD W I >o Lu Wo® oQz o Lu UVLu) Q Wiz F- 1.LH M Lu o �u- Lu U or, m QLu Uo oc p CD (n Q�� U i w z co ��¢ Lu L C) DC W m Q � O op� yo � C) �U)U QL p Q O oc a O z 0 = mU p Cl U) 2-11 O ro Qwzz m°°w�¢¢ pJQ�G O ¢ w Lu Q��m oc zooms �GzUO p�wcn i=—zdW� a p Q > O Lu zz=� z u -i to cxfw z a. c ( C) U-)� cn ,z Opt--�Lu I—U�p amCU ®w w z O C) zzz"- O (D z �- 0 z z .. O Q W Q Lu uj U3 u- z�--'ro w _ cnF--zO (DF-1-�z w�� ca W C]Z� cri2O=F- =) 0 D 15 1um"J ;z U Ju � 00 �- �C c� z z W c- 0 0 u Q 0 LLI N SIZE TO MATCH OPENING FRONT VIEW SIZE TI OPENIr 1" MULLION (TYP.) 3 1/2" STILES AN MULLIONS (TYP.) 3" BOTTOM RAIL BAHAMA SHUTTER DETAIL ''..1, (151.48. � scnLe 1/2 2X6 SUBFASCIA ROOF PER CONTRACT 2X4 OUTLOOKER 2X4 LEDGER METAL DRIP 1X4 TRIM TRUSS OUT LOUVERS 1,_�„ �BY ENGI EER ERH 6 GABLE END DETAIL A5.2.48 SCALE i/z"=r-o" 31" 2 1'-6" BKT26X24X 2'-4„ SIDE VIEW SIDE VIEW TOP OF PLATE 4NDIN 6 HEAD SILL APRON 2 WINDOW DETAI 5.2.48 SCALE 1/2"=1'-0" SIDING PER ELEV. FLASHING 1X2CAP FIN. FLR. ix 6 TRIM 1 X BLOCKING CAULK AS NEEDED 7 TRANSITION DETAIL 5.2.48 SCALE �i2 11=11- 11 X/A 'rnTitA s LOUVER DETAIL 5.2.48 SCALE viz °=1 o° 72"" 52," 9 ROOF DETAIL 5.2.48 SCALE 1/2"=1'-0" FLOOR - SYSTEM FRONT VIEW PICKETS SPACED TO REJECT A 4" DIA. SPHERE SIDING PER ELEVATION FLASHING 3 BALCONY DETAIL 2nd FIN. FLR. A5.2.48 sca�E 1/2 =1 1X2CAP 1X12 TRIM 1 X BLOCKING SIDING PER ELEV. 01 1TE TO L5ON A5.2.48 CISH FLR. ELEVATION VIEW E I _. SII CD � � �10� PLAN VIEW a lst FLR COLUMN DETAIL ' A51.48i scnLe 1/2"=V-0" 4"x4" �POST� BALCONY FINISH FLR. ELEVATION VIEW 10 11z' PLAN VIEW s 2nd FLR COLUMN DETAIL .A5.2.48 'scnLE 1/2 =1-0 BOARD AND BATTEN -4" TRIM 5%" y \ ri -I INT. 4" TRIM ;4" WOOD 5T :XT. PLAN VIEW 0 u s,. 71„ � 10.1 SERVICE CENTER DETAIL 5.2.48 sc,aLE 1/211=1'-O" 10 SERVICE CENTER DETAIL 5.2.48 scare i/2°=r-off N A BOARD AND BATTEN 2"x4" 1/2" SHEATHING 4"x4" POST CAP ABOVE. 2"x4" A SERVICE CENTER DETAIL -- COMMUNITY DEVELOPMENT APPROVED �c 0 Q C� U) Q m O U U U Q L -u co U z Q N O O J 7;7!7� 0 M o 0 � M 0 4" TRIM 5%" y \ ri -I INT. 4" TRIM ;4" WOOD 5T :XT. PLAN VIEW 0 u s,. 71„ � 10.1 SERVICE CENTER DETAIL 5.2.48 sc,aLE 1/211=1'-O" 10 SERVICE CENTER DETAIL 5.2.48 scare i/2°=r-off N A BOARD AND BATTEN 2"x4" 1/2" SHEATHING 4"x4" POST CAP ABOVE. 2"x4" A SERVICE CENTER DETAIL -- COMMUNITY DEVELOPMENT APPROVED �c 0 Q C� U) Q m O U U U Q L -u co U z Q N O O J zw �O �z z < zLLn8� O �j! _ Lm oc OLL- w J opo coo z CDwLUQ LU O_ Lu z�t=- H Z 0 O LLj U) oc o>o LU O H oQz Q 7-LUO LLj UUnQ wiz 3:�� - z �QLLJ O LU O J = 2:,- (Z> (Di o � � J U � m LU O U) Q O 00 n Q�� U 1- w z °° z` o z C�, U) Q LU Cy, Q -� O JI J � J Q O ILU � (n O O O LU H cl. Cl O oC a O z O = m U cn Qw21-1 Ln zz Will M w 0U -j J Q �m�LU U-) Oto Q w LU z U F- Q��m z o > z O ¢SFU' ---w � Qwz� w 110 Uj O I-zw� moc�'-z 0 Q w O <15- U zz=C21 LU z U) 1U-1-' J Q U -)O z O wp z w io 0 T- U Q 57 tE _ U Ln LU z_ O w U) U_ 2"_ C) 1zc) C) o�z zQ U O Q LU LU LU wUL.zQ 1--'1 w U_ z w O �5 o ::c LU U_ crirZO ��►-Iz w U) LU LU U) =) Q 0 Q w m w U J z J li �tUF-O FLASHING (TYP) SEE SHEET A3.N FOR INSULATION SCHEDULE RADIANT BARRIER I I I I I I 1 J I I COVERED I I ENTRYI SPR ENGINEERED TRUSSES DESIGNED BY TRUSS M NUFACTURE —SEE SHEET AM FOR INSULATION SCHEDULE 42" WROUGHT IRON HIGH RAILING W/ PICKETS SPACED TO A 4" DIA. SPHERE REJECT COFFER CLG. TWO STORY FOYER 111 - IT I=1 7IT1=1T1r PRE-ENGENERED FLOOR TRUSSES CLOSET DOOR BE W STAIRWAY LTlr DESIGNED BY TRUSS MANUFACTURER I-II �I I l i lI I hI I ISI I ISI I h A BUILDING SECTION A7.48 SCALE: 1/4" = 1'-0" RADIANT BARRIER KITCHEN III, 111, ,I 111 I, II 111 II II I II III -------- 1111H on 0 111,111 111,111 II III II II III II 1111 11 ,111,111 ,111111 11111 L =JJ 11 II III,II�— ,IdJILL-- �,-L ==J Viii iii��---==�J o--�u---i I�� CJI I Iljll I I 1 11 11 I 1111 I II I Iqu L J I 00 00000 I II II I I � �I 11111 I I ulu I GREAT R00 M ull CABINETRY AND APPLIANCES ARE FOR REFERENCE ONLY 'BUILDING SECTION A7.48 SCALE: 1/4" = 1'-0" W.I.C. �-- 42" HIG9 RAILING W/ PICKETS SPACED TO REJECT A 4" VA. SPHERE 41-5/411 M 60 1 - 8" DEEP 00 NICHE -1 1 N ROOM 0 GR OM � N M "' N 0 LINEN M h MASTER BATH I1-1 1- -- -- =i -I i I=1 I- -1 I I-111=1 I I=1 I �I I 1--i1 �I I r-1 I I=1 I (-1 I �I n-1 I I-1 L� I I I I I— .1T(-TII-�=1TI-�1 f �I I I�I I I�I I ILII MMI -I I I-111-111-111— rrl-rrl-ri-n ° I1=111=111=111=777111Tk Tii-1_T= =1 III—II— — �_rr1- � r 1111111 CAROLINA SEE SHEET A3.N FOR INSULATION SCHEDULE COVERED LANAI., ROOF PER CONTRACT BEAM PER STRUCTURAL 1X4 FASCIA - 2X6 RAFTER 0 2X6 W/ 3" ROUND z VENT @ 24" O.C. F? J Q 8d NAILS AT 6" O.C. FLASH UP WALL, 12" MIN., CONTINUOUS 3/4" EXT. GRADE STRUCTURAL DECK SHEATHING DURADECK WATERPROOF —� DECK MEMBRANE - FL #12407.1 36" LOW WALL COLLOR FLASHING AT POST, SEAL AT TOP OF FLASHING 2ND FIN. FLR. COLD FRAMED METAL DRIP EDGE 1x10 TRIM (3) 2x12 BEAM LOUVERS CEILING FINISH PER SPEC., U.N.O. #2 SYP. 2X JOISTS - SEE - STRUCTURAL PLAN. RIPPED TO ALLOW FOR SLOPE HANGER AT EACH RAFTER PER STRUCTURAL PLAN BALCO D w �P NJ T' �I ZUSS LAYOUT BY ENGINEER 4" MIN. NY SECTION CAROLINA �A7SCALE: 1/4" = 1'-0" CAROLINA DOOR FLASHING DETAIL I i I I I I I I I I I I I I I I I I CEILING FINISH PER SPECS EXTERIOR WALL PER PLAN FLOOR TRUSSES - SEE FRAMING PLAN 2X CONT. WOOD LEDGER AT BALCONY, ATTACH PER STRUCTURAL PLAN ALL FASTENER PENETRATIONS TO BE SEALED AND CAPPED "`}NTINUOUS METAL PAN ASHING OVER SUBSTRATE 'THRESHOLD. APPLY JRADECK WATERPROOFING :MBRANE SYSTEM PER kNUF. SPECIFICATIONS DOOR PER PLAN =TAL THRESHOLD ILLY SEALED TO ASHING PAN PER 4NUF. COMMENDATIONS „ONTINUOUS METAL PAN FLASHING ALONG OPENING W/ NO SEAMS OR SPLICES - 3" LAP MIN. croo 0 m Q co Q U U U' Q W co U H z CD Q a .D Z u- H O Z Z Q O H zc�n° off= L oc �CLm oc z L j- 0 (- y I L <C >�oL p L oo= z = t - Q � z pyo L � J L Z C:) W c) W o Lu Q Z a�o ULU u)Q w � Z O lu Z Z Q LL, H ooJ =zQ C:) o LL- 0- L- o�J �Q�m QLu uo cl- z w Q�� U L L Co zzz ��Q W C:) o -opLfF- C) C) Lu Lf) ) C) C:) 0 br� L � � Cl 0 oc � C:) z 0 =mv 7pr Lf) Q Lu ;coL� oJQ�p Q �� Cn J L Lu DC J (1) >- cl- cC m z p o F- o p�wcn =Luuj o �-- z Lu >--�qc�-p Qo co � zz=p z Ln��Q � Lf) = a C) Lr) O H w z w C) p H C) H LLU = p U �p= L f-- z_C:)Uj U)z~� zoz cz p cn o O Z uw - Q o Z oG a L Q H uj p Z L L z Q -- L u— z W o p �� tL�L cri�rrz0 Z F- H Lf) ED oz=� �oo� � L Co LU JZJLHL J C) O L QUF--o II I I I I I I I I DINING ROOM I i I I I I I I I L — — - COVERED LANAI C I< I I I I I I I I MASTER BEDROOM I I I I I KITCHEN C — --] II II I I II II I II I GREAT R00 II II I I l ---------i r ------I I II II I II II I II II I II II I II II a MASTEIN, ED BATH FIRST FLOOR DIFFUSER AYOUT W . I. C. PANTRY STUDY 0 BATH 2 BEDROOM 2 I ❑ I I I I TWO STORY FOYER I I I I I I - I COVERED -I----------- I ENTRY - -- -T FPRAGE I PWDR - -�-� RM. ® ® II LAUNDRY --- �� i ------------------ 10" X 10" AIR JUMPER TWO CAR GARAGE 111 IH TANDEM GARAGE I I ------------------ I, CAROLINA DIFFUSER LEGEND � SUPPLY = I RETURN I [B I EXHAUST FAN FOR REFERENCE ONLY w tz 21-1 LL- P --4 (Z) O LJ -J (-T- Lu cy, LU Q cy-1 ;—;;" (Z) Lu LL- c) Lu C)--' in CL. C) I Lu LU -1- Co C) �> F- LU —1 in U., Q a Lu cy'o u.j C:) Lu �> C) �> Lu C) o(f)inF- 25 LLJ in ar-, Lu U (f) UJ c) ar-Q--' cl- Lu C) Lu Lu ce C:) Lu LL- --J -T-zd ��o LL- LLJ Q CLQ i co U cy Lu Quo C c� in C) (f) CC m: re Lu cl� P--4 Lu Ca in c) U) C)r Lr) Lu LU at� CL C:) Ce LU co C:) C) C:) -T- u.j• LL- Ln C) C:) p F- Lij cl- Q oc 01� a 0- ' Q LLI T- c) C.() Lu 21-" U) C) (D ca Lr) co LU Z:Lu >- in Q Q Z Lu ��®� C:) I Lu < -T- LLJ U F - Lf) >- co acy-1 Lu �> C) tcn q LU oWzU) woo7--w (.D Lu 0 U LLJ in coa.7olw in Q LU (D Lu Lu U) u -j U) or, u -J cl- Cl U-) C:) Cn LLJ U -i Lu C) in in u.j in in LLJ Lu in LL- U) :;:,. C:) Lu C) F---4 u.j cj:� U) 2;w LL - (D cn z0 - Lf) C:) C a rj 7:1- Lu 1--� < = fy- Lu < Lu In >- Lu in U -j u - (D wLL- U-J C) cl- in Ln 0:� Lu Lu U F- C) LU (f) co Lu in z uj C) U) cn ).� Lu Lu w co Lu U P-4 _j LL - CD C) LL - u F- a ROOF /--BELOW W.I.C. W.I.C. BEDROOM 4 BEDROOM 3 BATH 3 F OPEN TO FOYER BELOW ------------- ----------- -j- ROOF BELOW SECOND FLOOR DIFFUSER LAYOUT, SCALE: 1/4" = 1'-011 CAROLINA rAik ril me COVERED BALCONY ROOF /--BELOW DIFFUSER LEGEND SUPPLY RETURN EXHAUST FAN FOR REFERENCE ONLY 1- 1 Lu .-j cl L— U a L. CL 0 L o.. LO] LL - (D O ?z C Q w C�c J O m czJ � L U J L 0 z J w Q L ~ O Lr, w =off �z O cn 1i w z D w O ;O �Qz _=O U cc ;LuQ Liz z =QU-j C� 0 W�� = z Q oc LL J QoC uo m O Ln Qa Uw m zzz Lf�oQ I� LU mQ> J Q J J I-. Q ooh Ogre �L CoQ O cy- a O z O = m U cn QWz� CID oLU Joo Lu U) Ocnaw � < za�> O� w � Q w zLn Lu Ln ��o'o �zLLuu� CL o �°Cc LU UJ U zz=z LnLu Ln Ln H Q Ln C:) Lu� QQz OLuzuj w = u U) Lu :71 o w U)z~� z O z z O Ln c -moo 0 z w Q `Loire z� Lu > Lu w z wu-zQ UJ L - z w r O cni--z0 W�cy'-m oz=� O Q�rz Lu w m w u 'u - CD J O u- QUF- -O ELECTRICAL LEGEND (b SINGLE RECEPTACLE � DUPLEX RECEPTACLE � 240V RECEPTACLE � SWITCHED RECEPTACLE � DUPLEX RECEPTACLE (220 VOLT) � SINGLE FLOOR RECEPTACLE � DUPLEX FLOOR RECEPTACLE � SWITCHED FLOOR RECEPTACLE � QUADRAPLEX FLOOR RECEPTACLE GFI GROUND FAULT INTERRUPTER W P WEATHERPROOF GROUND EP ELECTRIC PANEL VP VAPOR PROOF � RECESS INCAND, (EYEBALL) FIXTURE SINGLE FLOOD -WALL MOUNTED DOUBLE FLOOD -WALL MOUNTED SD/CO SINGLE FLOOD -SOFFIT MOUNTED SD DOUBLE FLOOD -SOFFIT MOUNTED 41 HANGING /PENDANT -CEILING HUNG T -(> INCANDESCENT FIXTURE - CEILING MOUNTED -(> INCANDESCENT FIXTURE - WALL MOUNTED ® RECESSED HIGH HAT 2 2 FT UNDER CABINET FLUOR. FIXTURE 36 3 FT UNDER CABINET FLUOR. FIXTURE 48 4 FT UNDER CABINET FLUOR. FIXTURE ® STRIP LIGHT M 12X24 FLUOR. FIXTURE Q 12X36 FLUOR. FIXTURE I 12X48 FLUOR. FIXTURE KEYPAD 24X48 FLUOR. FIXTURE CHIMES EXHAUST FAN �o EXHAUST FAN W/ LIGHT 4--m-ELECTRIC CO. METER G.M. GAS CO. METER SD/CO SMOKE DETECTOR/CARBON MONOXIDE DETECTOR _ SD SMOKE DETECTOR SINGLE POLE SWITCH 3 WAY SWITCH 4 WAY SWITCH DIMMER SWITCH I 120V / 20 AMP IN EAVE. POOL EQUIPMENT, PROVIDE ELEC. AS REQUIRED � O U ❑ � UNDER CAB. HB FOR HOOD LIGHTING VENT _GF GFI GF FI -- -GF 1 ,I 0 r 1 7 - I ---1- \ GAS COOKTOP --' I KITCHEN I TO DISP US6 I /DINING / Ti I ROOMi -- - ----- ----=, I D/W s I —❑ \ 1111 \ e i i---- _ GIII � I GFI G -FI- i ,' / FI I1DBL. ------------------1 ---J IIbVE J---- PANTRY PENDANT 1 F. \ � PRE-WIRE�,S AC 1 GFI `-__ HIME� WP \ - Lu CL 6'-0' u- J zoW VERIFY IN FIELD o � W/ TOLL w 0 of BROTHERS P.M. > m VIM I / / I I I STUDY 5 a •DO -nn BELL \ REAT \ I Ll 1 I ' I ROOM / �/ " ' I I WALL MOUNT \� -�4� TO 2ND TWO STORY FLR. LIGHT II FOYER I- f--- -- I TO 2ND I a e .�-" _-------- / 10 -3 I I % I I '�'-------------- FL `� \\ Wp I VERIFY IN FIELD IW/ I I v> > I_ �� FI I TOLL BROTHERISI P.M. I I `j-----------� I �_ G I _ I I ` `� = 15 !-------- I - --- --- I `-- COVERED! z� i --- i � I I\ ------, - -- ENTRY L—caI I I I I I I I I - -- �- �� SIORAG'E COVERED❑ -, �- -, r-, > -n f --1 I I � I I I I I I I I i I LANAI I I T 121 D AFL I . .I- -.I ' I_ III \ I I I I I I I I f I I S I CH FOR FIREPLACE I `- , - STARTUP PWDR � -- - LAUNDRY LOC TION OF TV I i I �' III I RM . TLET - III G. DRYER GF _ - - - - f - - JAC &OU--- -- _ �' III WP ABOVE FIREPLACE _ _ _ - i m ISPAC� /�- VOLT P GFI ---f -- Fill 240 Q GFI --- 1 ��in , KEYP D FOR = 1 WA$HIER ' CHARGING , 1 �� SECU ITY ,------ --------- W P _ _ STATION I GFI I ATTIC ACCESS W/ % LIGHT AND SWITCH �--------- SDS I SD/CO GI W. W.I.Ce I _�I ® UB _ j - 7 - db G GFI GFI Ili GF MASTER `� I '� VP BEDROOM MASTER ,�- BATH VP OPT. I I t W.I.C. i 1 I BEDROOM 2------- V ----- � I I � , I VP / 1 _ ...... BATH 2 / 1 SD/CO s� OPT. GAS TANKLESS GFI WATER HEATER FIRST FLOOR ELECTRICAL LAYOUT, SCALE: 1/4" = 1'-0" i I II P�C� IIIs � - I i KEYPAD FOR I 11 G.D.O.1 l FI \ \ I 1 I GFI WP TANDEM C DED GARAGE REF WP WP _� I GFI k.H.U. # I \ 1 1 I , I TWO CAR ' I ❑ ❑ I � r GARAGE I i I Q.D.O. I I I ATTIC ACCESS W/ LIGHT AND SWITCH 3/4" EMPTY CONDUIT TO 2____________ 1 WATER SOFTNER LOOP I I GANG "Y' BOX W/ BLANK DED GOLF CAR P I CAROLINA SURFACE MOUNTE[h PLATE IN GARAGE WP/GFI ELECTRICAL PANE � FI ---- _ WP/ GFI y�P -- FOR GFI Hg E.M. IRRIGATION LED PACKAGE -VERIFY W/PM cx.10 O 'Q Cn Lf) Q m G Q O U U U Q W co U H F— z F— MW vubtlbu I I uIv DISCONNECT SWITCH Q JUNCTION BOX Eq TV JACK v PHONE JACK - PREWIRE ONLY THERMOSTAT O PHOTOCELL - SOFFIT MOUNT 4 PHOTOCELL WALL MOUNT p ELECTRICAL PANEL sP SPEAKER WIRE FROM TOP OF WALL K KEYPAD ® CHIMES STRUCTURED PANEL (A.K.A. SMART BOX, COMMUNICATIONS BOX, MEDIA BOX, HOME DIRECTORY) IN INTERCOM FOR REFERENCE ONLY I 120V / 20 AMP IN EAVE. POOL EQUIPMENT, PROVIDE ELEC. AS REQUIRED � O U ❑ � UNDER CAB. HB FOR HOOD LIGHTING VENT _GF GFI GF FI -- -GF 1 ,I 0 r 1 7 - I ---1- \ GAS COOKTOP --' I KITCHEN I TO DISP US6 I /DINING / Ti I ROOMi -- - ----- ----=, I D/W s I —❑ \ 1111 \ e i i---- _ GIII � I GFI G -FI- i ,' / FI I1DBL. ------------------1 ---J IIbVE J---- PANTRY PENDANT 1 F. \ � PRE-WIRE�,S AC 1 GFI `-__ HIME� WP \ - Lu CL 6'-0' u- J zoW VERIFY IN FIELD o � W/ TOLL w 0 of BROTHERS P.M. > m VIM I / / I I I STUDY 5 a •DO -nn BELL \ REAT \ I Ll 1 I ' I ROOM / �/ " ' I I WALL MOUNT \� -�4� TO 2ND TWO STORY FLR. LIGHT II FOYER I- f--- -- I TO 2ND I a e .�-" _-------- / 10 -3 I I % I I '�'-------------- FL `� \\ Wp I VERIFY IN FIELD IW/ I I v> > I_ �� FI I TOLL BROTHERISI P.M. I I `j-----------� I �_ G I _ I I ` `� = 15 !-------- I - --- --- I `-- COVERED! z� i --- i � I I\ ------, - -- ENTRY L—caI I I I I I I I I - -- �- �� SIORAG'E COVERED❑ -, �- -, r-, > -n f --1 I I � I I I I I I I I i I LANAI I I T 121 D AFL I . .I- -.I ' I_ III \ I I I I I I I I f I I S I CH FOR FIREPLACE I `- , - STARTUP PWDR � -- - LAUNDRY LOC TION OF TV I i I �' III I RM . TLET - III G. DRYER GF _ - - - - f - - JAC &OU--- -- _ �' III WP ABOVE FIREPLACE _ _ _ - i m ISPAC� /�- VOLT P GFI ---f -- Fill 240 Q GFI --- 1 ��in , KEYP D FOR = 1 WA$HIER ' CHARGING , 1 �� SECU ITY ,------ --------- W P _ _ STATION I GFI I ATTIC ACCESS W/ % LIGHT AND SWITCH �--------- SDS I SD/CO GI W. W.I.Ce I _�I ® UB _ j - 7 - db G GFI GFI Ili GF MASTER `� I '� VP BEDROOM MASTER ,�- BATH VP OPT. I I t W.I.C. i 1 I BEDROOM 2------- V ----- � I I � , I VP / 1 _ ...... BATH 2 / 1 SD/CO s� OPT. GAS TANKLESS GFI WATER HEATER FIRST FLOOR ELECTRICAL LAYOUT, SCALE: 1/4" = 1'-0" i I II P�C� IIIs � - I i KEYPAD FOR I 11 G.D.O.1 l FI \ \ I 1 I GFI WP TANDEM C DED GARAGE REF WP WP _� I GFI k.H.U. # I \ 1 1 I , I TWO CAR ' I ❑ ❑ I � r GARAGE I i I Q.D.O. I I I ATTIC ACCESS W/ LIGHT AND SWITCH 3/4" EMPTY CONDUIT TO 2____________ 1 WATER SOFTNER LOOP I I GANG "Y' BOX W/ BLANK DED GOLF CAR P I CAROLINA SURFACE MOUNTE[h PLATE IN GARAGE WP/GFI ELECTRICAL PANE � FI ---- _ WP/ GFI y�P -- FOR GFI Hg E.M. IRRIGATION LED PACKAGE -VERIFY W/PM cx.10 O 'Q Cn Lf) Q m G Q O U U U Q W co U H F— z F— MW L H LE L L c u (i L L C L L c L i c LOLL— (D z =u� J oC -z U-1 -� J � �p z J w Q } ~ o =) w O �z o U) -iwz D w o moo L Q z _=o U S JLJ w z Liz T- o- 0 �oJ =zQ �2o �LL_ JC l- C'g�m Lu Quo oc oocLf, 2-w Lu U L w Ca z z p z LUQ F�L mw z> J Q J OLL_ Lu � V 0 Q U 0 �� g; ory"� afoz =mo zv o� Lu mm,z� oJoo Q wLn ULf) ¢LU Lu z U I— oc Qcl- m Q9 or -C) o� °pwz� Lu w � H z w oC � a m oc a- z M Q w F - z z = p z nQ LLJ cW=� cl'0Lu or Ln cj: z C:) p E --i p,..,�� w Z L ULLI CD p = z ~ tai_ z o z zpcn cl- -moo C:) z w � Q o zH oc w Q 35 Lu wu-zQ 1-' w LL z ,v r o .� U -i cn'�zC) (D F- H HLu W Lum iZ) Lu LU mLU U �zJL .�ooLl- ¢Vi --o ELECTRICAL LEGEND (b SINGLE RECEPTACLE � DUPLEX RECEPTACLE � 240V RECEPTACLE � SWITCHED RECEPTACLE � DUPLEX RECEPTACLE (220 VOLT) � SINGLE FLOOR RECEPTACLE � DUPLEX FLOOR RECEPTACLE (�j SWITCHED FLOOR RECEPTACLE 9p QUADRAPLEX FLOOR RECEPTACLE GFI GROUND FAULT INTERRUPTER W P WEATHERPROOF GROUND E P ELECTRIC PANEL VP VAPOR PROOF � RECESS INCAND. (EYEBALL) FIXTURE SINGLE FLOOD -WALL MOUNTED DOUBLE FLOOD -WALL MOUNTED g SINGLE FLOOD -SOFFIT MOUNTED 1� DOUBLE FLOOD -SOFFIT MOUNTED } HANGING / PENDANT - CEILING HUNG 0 INCANDESCENT FIXTURE - CEILING MOUNTED INCANDESCENT FIXTURE - WALL MOUNTED RECESSED HIGH HAT 2 2 FT UNDER CABINET FLUOR. FIXTURE �-� 3 FT UNDER CABINET FLUOR. FIXTURE 48 4 FT UNDER CABINET FLUOR. FIXTURE STRIP LIGHT C� 12X24 FLUOR. FIXTURE C� 12X36 FLUOR. FIXTURE 12X48 FLUOR. FIXTURE 24X48 FLUOR. FIXTURE EXHAUST FAN C o EXHAUST FAN W/ LIGHT ELECTRIC CO. METER GAS CO. METER SD/CO SMOKE DETECTOR/CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR SINGLE POLE SWITCH 3 3 WAY SWITCH 4 WAY SWITCH ------------ i p DIMMtK 5WI I Ul 4 PUSHBUTTON I------------ DISCONNECT SWITCH 0 JUNCTION BOX TV JACK PHONE JACK - PREWIRE ONLY T THERMOSTAT 0 O PHOTOCELL - SOFFIT MOUNT Q PHOTOCELL - WALL MOUNT ELECTRICAL PANEL SP SPEAKER WIRE FROM TOP OF WALL K KEYPAD ® CHIMES STRUCTURED PANEL (A.K.A. SMART BOX, F COMMUNICATIONS BOX, MEDIA BOX, HOME DIRECTORY) I ANT. INTERCOM FOR REFERENCE ONLY I ROOF ELOW ROOF /--BELOW SECOND FLOOR ELECTRICAL LAYOUT SCALE: 1/4" = 1'-0" OPT. n 1 e l BEDROOM 4 SD OPT 71 ®SD1C ATTIC ACCESS W/ _/ LIGHT AND SWITCH TO IST FLR OPEN TO SWITCH GALLERYi/ FOYER - 0 TO 1ST FLR BELOW SWITCH FO 1ST FLR._ MWITCH I I I I I I I I A.e e 2 W.I.C. CAROLINA 1\ I I ,PT. i e OPT I BONUS ROOM l OPT. I I BEDROOM 3 j �SD O OPT \ II COVERED 1 BALCONY GFI I I WP ROOF ELOW 0 - ■w■ cl L O U M Q) IL .Q 0 L_ a_ O zL.L_ H O pz z Qom Oma= w oc �Lum �zJ LL_C:) Lu pyo LLJ cl- z I w Q ,UCo � p w p O = z=�-- Q Z pia Lu E,wz oW0 wO��- cn p o Q z ¢�O Lu �Uz Q w iz o z =Q� H p LLJ ooJ =zQ �Ro � Q � Q � J U p[ m Lf)��z �cy,C) m O cn Q�Lu U �i w z Co azo U)<c z L L co w J 0 J J F �-- Q wc=n C)o� O WEU cl- Q oc a'- O z T_ co ul p�o� aWz� co [] JLu Q �U)UJU O cn wzUF-- Cc m f—+O(Dul � z v o p�wcn ul w C� I=--QzQw~,, �- Z p ao ne a- z Lu LU zz=p z cU) w cn a pcn0 u Q = p = p u- w ~ O I=-- Q Z � Z � z40 :2iz a.F_:zp E3 L20 F�--aw� w w LL_ z Q Uw LL. z w O �~ zo z w w oc o0 w pz=c~n Q o O C) z °° v �ZJLj_ �OOLL- Q TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ION ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD TAPE FLASHING AND SEAL WITH WEATHER RESISTIVE FLASHING EXT -1 D3 TYPICAL SLI 0 HER BRIER & SECURE WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) CONFORMING TO AAMA 711-07 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY DING GLASS DOOR FLASHING DETAIL N.T.S. f-%rT1nw1 A SEE NOT WALL SF WITH WF RESIS I Ivr- oHrkNIEN FLASHING CONT. DRIP EDGE CANT STRIP ACROSS DOOR HEAD TO DIVERT RAIN SILL PLATE NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) CONFORMING TO AAMA 711-07 2. INSTALL SILL FLASHING AS SHOWN ABOVE 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS WATERPROOFING AT ExT:s, EXTERIOR OPENING OR BEAM D3 N.T.S. (EXT -5) 1" NOTE: 1HEAD FLASHING TIE-IN (INSTRUCTIONS: 11. CUT FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION I2. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 13. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE MECHANICALLY FASTEN AS WEATHER NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING% BARRIER - WEATHER RESISTIVE BARRIER TAP NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE). CONFORMING TO AAMA 771-07 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE. 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. 4. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS. DO NOT FLASH OVER BOTTOM NAILING FLANGE WINDOWS TO BE INSTALLED PER HAMA 100-07 1 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE `— EXTERIOR SHEATHING 6" �-- SILL PAN E�:Z ., TYPICAL WINDOW FLASHING DETAIL D3 ,'N.T. -- - (EXT -2) WALL PER PLAN EXTERIOR DOOR THIS DETAIL ONLY APPLIES AT EXTERIOR DOORS THAT HAVE NO IMMEDIATE OVERF ANGS ABOVE THEM AND DOORS THAT HAVE A SCOND STORY WALL ABOVE THEM. � EXTERIOR DOOR EXT -6•, HEAD DRIP DETAIL' D3 j rv.rs. (EXT - EXT -7 D3 WALL PER PLAN RAIN DRIP REGLET EXTERIOR WINDOW EXTERIOR WINDOW HEAD DRIP DETAIL N.T.S. (EXT -7) FLASHING e� Z W U) z Q (ASSEMBLED p WINDOW) -n _ _ z z FLASHIN NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE). CONFORMING TO AAMA 771-07 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE. 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. 4. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS. DO NOT FLASH OVER BOTTOM NAILING FLANGE WINDOWS TO BE INSTALLED PER HAMA 100-07 1 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE `— EXTERIOR SHEATHING 6" �-- SILL PAN E�:Z ., TYPICAL WINDOW FLASHING DETAIL D3 ,'N.T. -- - (EXT -2) WALL PER PLAN EXTERIOR DOOR THIS DETAIL ONLY APPLIES AT EXTERIOR DOORS THAT HAVE NO IMMEDIATE OVERF ANGS ABOVE THEM AND DOORS THAT HAVE A SCOND STORY WALL ABOVE THEM. � EXTERIOR DOOR EXT -6•, HEAD DRIP DETAIL' D3 j rv.rs. (EXT - EXT -7 D3 WALL PER PLAN RAIN DRIP REGLET EXTERIOR WINDOW EXTERIOR WINDOW HEAD DRIP DETAIL N.T.S. (EXT -7) FLASHING e� Z W U) z Q a L O .Q 0 zLL- Q Mz z Qom LQ z Lf)w oLJJ ma= L,r)�� oc z co C:) w J LL_ J o op w c� c�z i w Q >Fo LU m=)W Qo� �z oho w cn o >o w Woo oQz Qo LLJ VLU cnQ W cz ��o z �QLu � H � O J =zQ �F-o 2E Lj_ C) � J v�o�n ce Lu o :;IF ¢QC) 0 oLU cn U i w z Co H ZceZ Q F_ w co J c J Q C) om LL_ uj oo� U 0 °; V CoQ 0oc a o z = m 0 V ��Lf) oL(fD1 QWzz mmw� � J 0Q LUQ UJ Ln J w L L org oc co zooms �zvgi oU-iwcn H "' o 0 Z w H oQ>Luo zz=� z Lf) wWacrn ��U3 o or_,QU)z O p w Uc:5L= z_oW�Lu �z~� zoz z p cn -cnp 0 zQQ Qocn� ,za �> LJ_J Lu U3 u- Z Q V�wu- z W r o < uj cnF=--zO z Copz=c~n - ®F-� uC) Cwcow U J Z J u- Joou-- V F-- CD ROOFING PER CONTRACT: ON (2) 7/16" SHEATHING (CONTRACTOR TO PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 2 X 6 W/ 2" DIA. ROUND VENT @ 24" O.C. METAL DRIP EDGE ®�1� 1X4 FASCIA /1► 2X6 RAFTER TAIL @ 24" O.C. 3/811 V_4n CEMENTITIOUS OVERHANG SOFFIT: FINISH i - MATERIAL PER ELEVATION EXTERIOR SHEATHING TO -\ BE FLUSH WITH THE EDGE OF THE FOUNDATION, 1/4" GAP BETWEEN FOUNDATION AND SHEATHING WATER RESISTANT BARRIER - 1(2 LAYERSREQUIRED) HOUSE WRAP OR APPROVED EQUAL SYSTEM FLASHING MAIN FIN. FLOOR ELEV @ 0'-0" Lu W > 2� O cD U z OR c - Lu u M CEILING INSULATION (SEE ENERGY CALCS-) 1/2" RIGID GYP. BD. DBL. 2x SYP. WD. TOP PLATE 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. WALL INSULATION (SEE ENERGY CALCS.) 2x SYP, #2 WD. HEADER -SEE SCHEDULE SCHEDULED WINDOW (SEE FLOOR PLAN) 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) 2x SYP. #2 WD. STUDS @ 16" O.C., TYP, 2x P.T. SILL PLATE CONNECT WALL TO FOUNDATION PER FRAMING DETAILS PROVIDE CONT. METAL TERMITE SHIELD UNDER SILL PLATE FINISHED BASE MOULDING 4. III �' i 4" CONC SLAB W/ VAPOR BARRIER =REFER TO STRUCTURAL DRAWINGS FOR - COARSE COUNT & FOOTING SIZE (PROVIDED BY — OTHERS) EXTERIOR WALL SECTION WITH WINDOW SCALE: 3/4" = 1'-0" ROOFING PER CONTRACT: ON (2) 7/16" SHEATHING (CONTRACTOR TO PROVIDE PRODUCT FOR ROOFING SYSTEM) ) SEE PLAN ALL ROOFING UNDERLAYMENT TO BE I- SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 2X6W/2"DIA. ROUND VENT @ 24" O.C. METAL DRIP t� r, EDGE 1X4 FASCIA — CEILING INSULATION (SEE ENERGY CALCS-) 2X6 RAFTER TAIL „ RIGID GYP. BD. @ 24" O.C. 1/2 1,_4„ DBL. 2x SYP. WD. 3/8 TOP PLATE CEMENTITIOUS' 2x . SOFFIT OVERHANG '�# i, �_ #2 WD STUDS SYP. 16" O.C.,1 FINISH WALL INSULATION MATERIAL PER E" (SEE ENERGY CALCS.) £; ELEVATION 2x SYP, #2 WD. HEADER -SEE SCHEDULE WINDOW = i��ej�-, -SCHEDULED (SEE FLOOR PLAN) WINDOW A17ACHMENT i COMPLIANT W/ FBC-R Iy� 2xSYP. #2 WD. STUDS @ h 3 161 O.C., TYP. ar WALL INSULATION EXTERIOR STRUCTURAL (SEE ENERGY CALCS) I� SHEATHING AS REQUIRED CONNECT WALL PER BY FRAMING DETAILS FRAMING DETAILS 2x SILL PLATE I -FINISHED BASE MOULDING 3/4" GYPCRETE (OPTIONAL) WATER RESISTANT BARRIER 3/4" THK. T&G SUBFLOOR TOP OF 2 LAYERS RE UIRED) FLOOR ( Q TRUSS POLYETHYLENE HOUSE WRAP y OR APPROVED EQUAL SYSTEM: 2x RIBBON FASTENED W TO FLOOR TRUSSES PER TRUSS ENGINEER WAINSCOT/TRANSITION 2x RIBBON FASTENED BATT TO FLOOR TRUSSES INSULATION REQUIRED PER TRUSS ENGINEER AT GARAGE (SEE ENERGY CALCS) PRE-ENGINEERED WOOD FLOOR TRUSSES (VERIFY W/ TRUSS 1/2" RIGID GYP. BOARD ENGINEER FOR TRUSS LAYOUT) ---1/2" GYPSUM WALLBOARD ON STUDS DBL. 2x SYP. WD. TOP PLATE W/ WALL INSULATION (SEE ENERGY CALCS) SCHEDULED WINDOW (SEE FLOOR PLAN)111"i { v tl$WINDOW ATTACHMENT s ; i i �-- HEADER SEE FRAMING COMPLIANT WITH FBC-R -� f Vii,fjr; PLAN FOR SIZE AND DEPTH I SCHEDULED WINDOW E (SEE FLOOR PLAN i f 1/211 GYPSUM WALLBOARD ON l ;I STUDS W/ WALL INSULATION EXTERIOR SHEATHING TOI, (SEE ENERGY CALCS) BE FLUSH WITH THE EDGE I SELF -ADHERING POLYMER MODIFIED BITUMEN WITH ASTM D 1970 OF THE FOUNDATION, 1/4112x SYP. #2 WD. STUDS GAP BETWEEN FOUNDATION @ 16110 C.f TYP. AND SHEATHING I I E 2x P.T. SILL PLATE WATER RESISTANT BARRIER :, CONNECT WALL TO FOUNDATION (2 LAYERS REQUIRED) PER FRAMING DETAILS POLYETHYLENE HOUSE WRAP 2X4 SUBFASCIA OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE METAL DRIP SHIELD UNDER SILL PLATE FLASHING �--FINISHED BASE MOULDING MAIN FIN. FLOOR CEILING INSULATION ELEV @ 0'-0„ W � o O � 21fo I I 4" CONC SLAB W/ DIAM. VENTS @ 48" 0. C., TYP. VAPOR BARRIER DBL. 2x SYP. WD. T t- REFER TO STRUCTURAL Q 1 - W - DRAWINGS FOR 2x SYP. #2 WD. STUDS = COARSE COUNT & M ,, FOOTING SIZE -�- •. I (PROVIDED BY WALL INSULATION OTHERS) 4, TWO-STORY WALL SECTION D7 % SCALE: 3/411 - 11-011 I - ROOFING PER CONTRACT. (CONTRACTOR TO - PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 PRE-ENGINEERED WD TRUSS, 24" O.C. INSULATION BLOCK 2X4 SUBFASCIA METAL DRIP EDGE: 1X6 FASCIA`` VENTED SOFFIT W/3" DIAM. VENTS @ 48" 0. C., TYP. FINISH MATERIAL--` PER ELEVATION REFER TO ELEV. FOR ,OVERHANG EXTERIOR SHEATHING TO --\ BE FLUSH WITH THE EDGE OF THE FOUNDATION, 1/4" GAP BETWEEN FOUNDATION AND SHEATHING WATER RESISTANT BARRIER - (2 LAYERS REQUIRED) POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM FLASHING U M MAIN FIN. FL00_R_ ELEV @ 0'-0" ROOFING PER CONTRACT. (CONTRACTOR TO PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) 211*1 ALL ROOFING UNDERLAYMENT TO BE SEE PLAN SELF -ADHERING POLYMER MODIFIED BITUMEN WITH ASTM D 1970 SHEET TO COMPLY PRE-ENGINEERED WD TRUSS, 24" O.C. INSULATION BLOCK 2X4 SUBFASCIA METAL DRIP ROOFING PER CONTRACT. (CONTRACTOR TO PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ALL ROOFING UNDERLAYMENT TO BE SEE PLAN SELF -ADHERING POLYMER MODIFIED BITUMEN WITH ASTM D 1970 SHEET TO COMPLY PRE-ENGINEERED WD TRUSS, 24" O.C. INSULATION BLOCK 2X4 SUBFASCIA METAL DRIP l EDGE 1X6 FASCIA ��< �� CEILING INSULATION (SEE ENERGY CALCS.) VENTED SOFFIT W/3" 1/2" RIGID GYP. BD. DIAM. VENTS @ 48" 0. C., TYP. DBL. 2x SYP. WD. T t- TOP PLATE ' 2x SYP. #2 WD. STUDS FINISH MATERIAL i`; '; @ 16" O.C.,1 PER ELEVATION REFER TOy.-i WALL INSULATION ELEV. FOR I ` 'SEE ENERGY CALCS. ( ) VERHANG , j 2x SYP. #2 WD. HEADER -SEE SCHEDULE SCHEDULED WINDOW j (SEE FLOOR PLAN) WINDOW ATTACHMENT ` COMPLIANT W/ FBC-R E 2x SYP. #2 WD. STUDS @ ' 16 " O.C., TYP. WALL INSULATION (SEE ENERGY CALCS) EXTERIOR STRUCTURAL SHEATHING AS REQUIRED CONNECT WALL PER BY FRAMING DETAILS FRAMING DETAILS 2x SILL PLATE FINISHED BASE MOULDING FF -3/411 GYPCRETE (OPTIONAL) rSEE PLAN i )r y � it CEILING INSULATION (SEE ENERGY CALCS.) 1/2" RIGID GYP. BD. �- DBL. 2x SYP. WD. TOP PLATE �- 2x SYP. #2 WD. STUDS @ 16" 0. C., TYP. �- WALL INSULATION (SEE ENERGY CALCS) �- 2x SYP. #2 WD. HEADER -SEE SCHEDULE SCHEDULED WINDOW (SEE FLOOR PLAN) -1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. 2x P.T. SILL PLATE CONNECT WALL TO FOUNDATION PER FRAMING DETAILS PROVIDE CONT. METAL TERMITE SHIELD UNDER SILL PLATE FINISHED BASE MOULDING F. II �� 4" CONC SLAB W/ VAPOR BARRIER REFER TO STRUCTURAL DRAWINGS FOR - COARSE COUNT & FOOTING SIZE (PROVIDED BY OTHERS) EXTERIOR WALL SECTION WITH WINDOW SCALE: 3/4" = 1'-0" WATER RESISTANT BARRIER— (2 LAYERS REQUIRED) POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM 2x RIBBON FASTENED TO FLOOR TRUSSES PER TRUSS ENGINEER WAINSCOT/TRANSITION -� 2x RIBBON FASTENED TO FLOOR TRUSSES PER TRUSS ENGINEER PRE-ENGINEERED WOOD FLOOR TRUSSES (VERIFY W/ TRUSS ENGINEER FOR TRUSS LAYOUT) DBL. 2x SYP. WD. TOP PLATE SCHEDULED WINDOW (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT WITH FBC-R -� EXTERIOR SHEATHING TO--\ BE FLUSH WITH THE EDGE OF THE FOUNDATION, 1/4" GAP BETWEEN FOUNDATION AND SHEATHING WATER RESISTANT BARRIER (2 LAYERS REQUIRED) POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM FLASHING Q W J V M MAIN FIN. FL00_R_ ELEV @ 0'-0" -3/4" THK. T&G SUBFLOOR TOP OF FLOOR TRUSS U) W Q BATT INSULATION REQUIRED AT GARAGE (SEE ENERGY CALCS) 1/2" RIGID GYP. BOARD 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) HEADER , SEE FRAMING PLAN FOR SIZE AND DEPTH SCHEDULED WINDOW (SEE FLOOR PLAN) 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. 2x P.T. SILL PLATE CONNECT WALL TO FOUNDATION Q PER FRAMING DETAILS Z PROVIDE CONT. METAL TERMITE SHIELD UNDER SILL PLATE FINISHED BASE MOULDING 4" CONC SLAB W/ VAPOR BARRIER ^=REFER TO STRUCTURAL DRAWINGS FOR III- COARSE COUNT & FOOTING ZE (PROVIDED IBY IIi OTHERS) TWO-STORY WALL SECTION SCALE: 3/4" = 1'-0" 0 �c z zw �O az z d0(n z ((nn o5= Lu oc f-- ��m oc z cc 0 w � w o � o Lu CL z I w d ,> 3 c = w d H Z n�0 Lu cn �!! w z coWo w oQ oQz a�o U (n uj Q Wiz z z w =d 0 ® ce O J 3- z d OO oc w a a- J U � m Lu QUo 00 n uj Qac v w U- z 0° ~zz � � d LU m Q � J o J C)Lu oh Ln Oo� tLO H L✓ cod 0 oc � Oz =mo � noC9 c U) m oow< CDU Q! wzUF-- cyC d a � m z o � z �U�o �wz� 0 � w cn Ln w 0 z0 H z w c ocl- QLuo zz r z Lu --�d uj cn LU cl- (/) O ce Ln (n °�w z w O H F-1 Iw-V�O d ZD LU ,U-, w Z O w r.7 �LU~LL_ z O z z (DU UQ O C) r� H ;max., is i, L w Q F-- Cl- 3;7 > -- LJJ Lu w u- z Q U w w Z w r 0 o cri F=- z o W� �o Lu d � z U H 1'-2" NOTE: BRACKETS REQUIRED IF COUNTERTOP CANTILEVERS MORE THAN 10" COUNTERTOPS OUTLET BOX CENTER SIDEWAYS IN BACKSPLASH 2X4 HALF WALL CABINET ;N, KITCHEN HALF WALL DETAIL D8 SCALE: 1/2" (INT -1) TOLL APPROVED TILE BACKER (REFER TO CONTRACT SPECIFICATIONS) WALL TILE 2X BLOCKING BETWEEN STUDS (3 WALLS) VINYL LINER (3 WALLS) EXTENDED 5'° UP WALLS 100% SILICONE SEALANT BETvv t: EN TILE BACKER AND WET BED FLOOR TILE2-2X4 THRESHOLD 00 FLOODSTOP ADJUSTABLE �--GAUGE COAT WETBED SHOWER DRAIN LINER SET IN SEALANT @ 2" SHOWER DRAIN FLANGE OVER ROOFING FELT NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL BE USED IN LIEU OF CERAMIC WHEN MARBLE/ MARBLE TILE OPTIONS ARE SELECTED. INT -4 SHOWER & CURB ON FRAMED FLOOR D$ SCALE: 3/4" = 1'-0" (INT -4) -2 INT D8 z J Lu a. r-) 0 U- 0 m O � oc d Lu w SET MI ROR 3" FROM SET MIRROR 3" END OF BACK SPLASH MIRROR=VANITY -5 FROM INSIDE CORNER 36" HIGH X I� (VANITY -511) MIRROR -mak [:1 2" MIRROR TRIM 1/4" MIRROR 1/2" RECESS FOR MIRROR VANITY�IRROR INSTALLATION INSTRUCTIONS: 1. MIRRO TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. 2. AT BA HROOMS CORNER. (MIRROR TRIM WIITH LL�NOT BE INSTALLED AT INSIDE CORRORS ON ADJACENT ANGLED NMIRRORS TIGHT AT INSIDE CORNERS.) 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 1 Z' +/- F OM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. MA TER BATH MIRROR WOOD TRIM DETAIL SCALE: /2" = 1'-0" (INT -1) REFER TO FLOOR PLAN, VARIES BY MODEL CORNER SHELF FLOOR TILE 2" SHOWER DRAIN LL Q co w TILE AT DOOR a THRESHOLDLu H NOTE: EXACT SIZE ND SHAPE VAIRES BY MODEL AS SHOWER ELEVATION WELL AS PLUMBING ACCESORIES. REFER TO ARCHITECTU L PLANS BY MODEL. .NT -s`, STANDARD SHOWER SHELF LOCATION DS i Scare i/z" = i• -o' — - _ (INT -5) DRYER VENT (TYPICAL) GAS PIPE (TYPICAL) FOR GAS DRYER ONLY DRYER VENT BOX - ATTACH PER MFR. INSTRUCTIONS � P.T. SILL PLATE (IF SLAB ON GRADE) DRYER VENT (TYPICAL) 1 r• n t� nrnr /TVnT/- �AL) ONLY WITH PEDESTAL NOTE: 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, BOTTOM, OR REAR VENT LOCATIONS. 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM LENGTHS PER MANUFACTURER'S SPECIFICATIONS. RYER VENT BOX- TTACH PER MFR. JSTRUCTIONS T. SILL PLATE :F SLAB ON GRADE) ;NT -1 DRYER VENT BOX FOR DRYER ONLY D8)_ SCALE: 1/2" = 1'-0'° COMPARE MANUFACTURER'S DIM OF TUB & PUMP LOCATION WHEN IN CONTACT W/ CONC. TUB AS REQ. BY MANUFACTURER'S. FR-3�DROP IN TUB DETAIL D8 SCALE: 3/4" = 1'-0" END POST TIED INTO FLOOR JOIST BELOW EXTEND TO BOTTOM OF FLOOR JOISTS. - END POST TO PENETRATE — SUBFLOOR. FACE NAIL END POST TO — BLOCKING. 2x BLOCKING BETWEEN FLOOR TRUSS AGAINST END POST. SUB FLOOR. /oo o / /�\ i \o o / o o / 0 00 11 1> o'/' �X, o �y/( / NAILS(TYP) 2X4 LEDGER 2X4 CRIPPLES FLOOR TRUSS. (INT -3) HALF WALL TIE-IN DETAIL N.T.S. (FR -34) Q z cr � oc � re (D v oc oc ca M M uj > Lu 0 cn m d -mak [:1 2" MIRROR TRIM 1/4" MIRROR 1/2" RECESS FOR MIRROR VANITY�IRROR INSTALLATION INSTRUCTIONS: 1. MIRRO TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. 2. AT BA HROOMS CORNER. (MIRROR TRIM WIITH LL�NOT BE INSTALLED AT INSIDE CORRORS ON ADJACENT ANGLED NMIRRORS TIGHT AT INSIDE CORNERS.) 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 1 Z' +/- F OM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. MA TER BATH MIRROR WOOD TRIM DETAIL SCALE: /2" = 1'-0" (INT -1) REFER TO FLOOR PLAN, VARIES BY MODEL CORNER SHELF FLOOR TILE 2" SHOWER DRAIN LL Q co w TILE AT DOOR a THRESHOLDLu H NOTE: EXACT SIZE ND SHAPE VAIRES BY MODEL AS SHOWER ELEVATION WELL AS PLUMBING ACCESORIES. REFER TO ARCHITECTU L PLANS BY MODEL. .NT -s`, STANDARD SHOWER SHELF LOCATION DS i Scare i/z" = i• -o' — - _ (INT -5) DRYER VENT (TYPICAL) GAS PIPE (TYPICAL) FOR GAS DRYER ONLY DRYER VENT BOX - ATTACH PER MFR. INSTRUCTIONS � P.T. SILL PLATE (IF SLAB ON GRADE) DRYER VENT (TYPICAL) 1 r• n t� nrnr /TVnT/- �AL) ONLY WITH PEDESTAL NOTE: 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, BOTTOM, OR REAR VENT LOCATIONS. 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM LENGTHS PER MANUFACTURER'S SPECIFICATIONS. RYER VENT BOX- TTACH PER MFR. JSTRUCTIONS T. SILL PLATE :F SLAB ON GRADE) ;NT -1 DRYER VENT BOX FOR DRYER ONLY D8)_ SCALE: 1/2" = 1'-0'° COMPARE MANUFACTURER'S DIM OF TUB & PUMP LOCATION WHEN IN CONTACT W/ CONC. TUB AS REQ. BY MANUFACTURER'S. FR-3�DROP IN TUB DETAIL D8 SCALE: 3/4" = 1'-0" END POST TIED INTO FLOOR JOIST BELOW EXTEND TO BOTTOM OF FLOOR JOISTS. - END POST TO PENETRATE — SUBFLOOR. FACE NAIL END POST TO — BLOCKING. 2x BLOCKING BETWEEN FLOOR TRUSS AGAINST END POST. SUB FLOOR. /oo o / /�\ i \o o / o o / 0 00 11 1> o'/' �X, o �y/( / NAILS(TYP) 2X4 LEDGER 2X4 CRIPPLES FLOOR TRUSS. (INT -3) HALF WALL TIE-IN DETAIL N.T.S. (FR -34) Q z