Loading...
1764 MARITIMEOAK DR - ARCH DRAWINGS TO THE BAST OF NY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MM14UN BUILDING CODE IN EFFECT AS OF DATE OF CERTMCATION BELOW. to V February 16,2016 Z C) REVIEWED FOR CODE GOMPLtANCE CITY OF ATLANTIC BEACl i OF F cc W SEE PER FOR ADDITIONAL c3U= aEautiaEMEaTs ANDcaND�T�oN o / � Q DC DATE:: 5'` AR96730 O2 y m REV EWED ' 00FRED ace a J sj► G�ti O O --.d ll[ I j : 111 1 1E) F COPY U ~ MANUEL GONZALEZ,AIA ILE AR 96730 Z U_ r~ 0 O Z Q � � z � w II W LU o 00 °O o w ABBREVIATION LIST GRAPHICS LEGEND SQUARE FOOTAGE NOTES LIST OF DRAWINGS0 � M a � 0 C, W a PARTIAL SECTION INTERIOR ELEVATION CLASSIC ELEVATION H W = CO Abbrev. Description Abbrev. Description Abbrev. Description _ DETAIL# - DETAIL# AREA CALCULATIONS S.F. c1 COVER SHEET - Index of Drawin s 44 t- o g A U> FIREPLACE PT. L.D. POINT LOAD ___ DRAWING# ___ DRAWING# GNI GENERAL NOTES �"''� w UT # NUMBER F.P. FIRE LAC _„ S z = & AND FRT. FRONT PWD. POWDER FIRST FLOOR 2,189 SQ. FT. � o a z BUILDING SECTION DETAIL CALL-OUT SLAB LAYOUT N o O = EQUAL FT. FEET PLW. PLYWOOD — i � - — SECOND FLOOR 616 SQ. FT. > @ AT FTG. FOOTING - _ - DETAIL# ( DETAIL# A1.81 SLAB LAYOUT ,_,, 0 "' 0 A/C AIR CONDITIONING F.O.M. FACE OF MASONRY R RISER ___ __ DRAWING # / --- DRAWING# TOTAL LIVING AREA 2 805 SQ. FT. A1.N SLAB LAYOUT NOTES, SCHEDULES, & DETAILS x � 0 RA RETURN AIR a o� z ABV ABOVE / FLOOR PLAN a � p - LL, .Ns ADJ. ADJUSTABLE GAL GALLON RAD. RADIUS CEILING HEIGHT CHANGE U A.F. ABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR COVERED ENTRY 146 SQ. FT. A2.81 FIRST FLOOR PLAN A z rn a ,,, CENTERLINE SPANISH TILE A3.81 SECOND FLOOR PLAN oc z A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. REINFORCING U., 0 GROUND FAULT COVERED LANAI 150 SQ. FT. A3.N FLOOR PLAN NOTES, SCHEDULES, & DETAILS W 0- z AHU AIR HANDLING UNIT GFI INTERRUPTER RM. ROOM ELEVATION MARKER SHAKE SIDING © x � 0 GARAGE(s) 475 SQ. FT. a- ~ ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING EXTERIOR ELEVATIONS p A u' SIDING x z zGYPSUM WALL BOARD R D. REQUIRED % � SLAB RECESS A5.81 FRONT & SIDE ELEVATIONS Q n Q � ALUM. ALUMINUM G.W.B.G.W.B G U Q Q TOTAL 3 577 SQ. FT. a o f- �• R &SH ROD &SHELF A5.1.81 REAR & SIDE ELEVATION, & ROOF SLOPE PLAN o FRAME BEARING WALL BRICK 04 aN ,UJ o J B.B.Q. BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL A5.2.81 EXTERIOR ELEVATION DETAILS w N Fp zo Q BD. BOARD HB HOSE BIBB INTERIOR WALL STUCCO FINISH (D P_ o B.F.F. BELOW FINISHED FLOOR HD. / HDR. HEADER SF/ SQ. FT. SQUARE FEET (NON-BEARING) BUILDING SECTIONS a W BOTT. BOTTOM HGT. / HT. HEIGHT SGL SINGLE CMU MASONRY WALL = _ EARTH A7.81 BUILDING SECTIONS & DETAILS °0- m 1.4 BR. BRICK HORIZ. HORIZONTAL SHT. SHEET U olu z BKFST. BREAKFAST SH. SHELF 111111111 GABLE END WALL INSULATION DIFFUSER LAYOUT 0 0 2 INSUL INSULATION SHWR. SHOWER - DECORATIVE STONE M1.81 FIRST FLOOR DIFFUSER LAYOUT z � w CALC. CALCULATIONS INT. INTERIOR SL. SLIDER FRAMED KNEEWALL 0 M2.81 SECOND FLOOR DIFFUSER LAYOUT DRAWN BY v M w C.J. CONTROL JOINT I.L.O. IN LIEU OF ,SPECS SPECIFICATIONS DROPPED SOFFIT �� PRE-CAST LINTEL/ HEADER J. MORRELL 0° CL CENTER LINE S.P.F. SPRUCE PINE FIR ELECTRICAL LAYOUT 1-4 Z Z FIRST FLOOR ELECTRICAL LAYOUT SCHEDULE NOTESCHECKED BY a CLG CEILING KS KNEE SPACE SPRG. PT. SPRING POINT E1.81 & Ce W °� MASONRY UNIT STD. STANDARD DESIGN C R ITE R IA SECOND FLOOR ELECTRICAL LAYOUT, SCHEDULE & H. CRUZ _ � a CMU CONCRETE M SO E2.81 I— > C.O. CLEAN OUT L LONG STL. STEEL NOTES SCALE Ce a > COL. COLUMN LAV LAVATORY STOR. STORAGE ONE STORY: FIRST F OOR - FRAME SINGLE FAMILY RESIDENCE: GROUP R3 22X34 = SCALE AS NOTED O J COMP. COMPRESSOR LDRY LAUNDRY � �� �� - TANDARD NOTES & DETAILS o F- a BUILDING TYPE: V - B t D3 STANDARD NOTES & DETAILS 11X17 = 1/2 NOTED SCALE 0 W = CONC. CONCRETE LIN LINEN T - TOP ; 0 o cn CONT. CONTINUOUS LT LAUNDRY TUB T'&G_ TONGUE & GROOVE RISK CATEGORY: - jj D7 STANDARD NOTES & DETAILS -0 �: M.B. MASTER BATH THK. THICK DESIGN BASED ON F B.C. 5TH EDITION (2014) WIND DESIGN BASED ON: ASCE 7-10 �f We (n 15 DB. DOOR BELL 02-08-16 o c DBL. DOUBLE MAX MAXIMUM T.O. TOP OF F.B.C. 5TH EDITION 2014) RESIDENTIAL ULTIMATE DESIGN WIND SPEED = 130 MPH HOUSE ELEVATION ABBREVIATIONS SHEET REVISION INFO DR &SH. DOUBLE ROD &SHELF M.C. MEDICINE CABINET T.0.3.B. TOP OF BOND BEAM . >- o F.B.C. 5TH EDITION 2014 MECHANICAL NOMINAL DESIGN WIND SPEED = 101 MPH --- "' 0° U DECORATIVE MFR. MANUFACTURES, TR. TREAD ) .- . . , . DECO. AB � r M1j . � FULL NAME ELEV. CODE w AIL: TRAN. TRANSOM F.B.C. 5TH EDITION 2014) PLUMBING EXPOSURE: B MAN. MANOR 03 Q z DIA. DIAMETER MIN. MINIMUM TYP. TYPICAL F.B.C. 5TH EDITION 2014 ENERGY ENCLOSED BUILDING INTERNAL , WILLIAMSBURG 07 W z `-� ) +.18/-.18 v1E. pR m m w DIM. DIMENSION MIRR. MIRROR CONSERVATION PRESSURE COEF.: 0. PROVINCIAL 08 "Al w ¢ o o DN DOWN MLDG. MOLDING UC UNDER COUNTER CHA. � p CHATEAU 09 z v 0 M.P.H. MILES PER HOUR U.N.O. UNLESS NOTED F.B.C. 5TH EDITION 2014) FUEL GAS FOR WINDOWS/DOORS, SEE FLOOR VER, VERSAILLES 10 SET REVISION INFO o w = DR. DOOR OTHERWISE PLAN FOR ACTUAL PRESSURES: cLA. CLASSIC 18 - W z U H DS. DOWNSPOUT MT METAL THRESHOLD F.B.C. 5TH EDITION 2014) ACCESSIBILITY MED. MEDITERRANEAN 19 a Ce CO D.S.S. DENSE SELECT STRUCTURE V.B. VAPOR BARRIER NATIONAL ELECTRIC CODE 2011 NFPA 70 FEMA RULES & REGULATIONS TRA. ( ) TRADITIONAL 20 Z ce 00 > z DW DISHWASHER N.T.S. NOT TO SCALE VERT VERTICAL COU. COUNTRY MANOR 21 O o V.T.R. VENT THROUGH ROOF N.F.P.A. 101 2014 ASCE 7-10: MINIMUM DESIGN LOADS HER. I— LU = DWG. DRAWING OUG 00 HERITAGE 22 SHEET DESCRIPTION o w z O.A. OVERALL THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED CMN. CIMMARON 28 L WSHEETz O E EGRESS O.C. ON CENTER W WIDE AND SEALED OR WHILE CURRENT CODE IS VALID MSN. MISSION 30 COVER E.E. EACH END O.H. OVERHEAD W/ WITH CFT. CRAFTSMAN 31 >- C oE.W. EACH WAY OPT. OPTION AL W.C. WATER CLOSET SCL. SPANISH COLONIAL 32 a0 w o. z EOPTION(AL) o a > 0 EL. ELEVATION OPNG. OPENING WD. WOOD BOR. BORDEAUX 33 z z = o ELEC. ELECTRICAL OSB ORIENTED STRAND BOARD WDW. WINDOW BRO. BROUGHAM 39 Uj 2 ; a ENCL. ENCLOSURE PED. PEDISTAL SINK W.I.C. WALK-IN CLOSET REN. RENAISSANCE 40 Ce W = z ENG. ENGINEERED POLY POLYVINYL WP GFI WATERPROOF GFI VIE. VIENNA 41 PRODUCT LINE `�' 0 POUNDS PER SQUARE TUS. TUSCAN 44 LU vi(n M EQUIP EQUIPMENT P.S.F. W.W.M. WELDED WIRE MESH ATLANTIC BEACH - Ce z FOOT CLS. CALAIS 46 HERITAGE On ~ "' EXTERIOR P.S.I. POUNDS PERSQUARE INCH W.W.F. WELDED WIRE FABRIC ti. o � 5 � EXT � ITV. ITALIAN VILLA 58 o FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER PBC. PALM BEACH 80 W z FLR. FLOOR P.R. POWDER ROOM CRB. CARIBBEAN 81 DUVAL COUNTY M o W FND. FOUNDATION P.T. PRESSURE TREATED CST. COASTAL 82 1-4 z = COMMUNITY 108 C:) 0 z TBI NUMBER 108 CL �o � MODEL a �o z CUMBERLAND UJ UJ 2:� W � Z .w � z a �-- ELEVATION NAME Z 0 W o W CARIBBEAN � Cn w a = 3:: � p U) m 0 Z CD ~Z Q w (n m _ SHEET NUMBER OzO = c~n Cl Ow CO V � OO LL. 1••�1 U R 0 pC SERIAL NUMBER 1014.0 CM ON TERMITE SPECIFI TIONS: 5. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WIND BORNE DEBRIS REGION MA� TWAE�I��M1MMMIID= WITH SPECIFIED LOADS AND GOVERNING CODES . SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE MMMOW05OF�MOF ��. SECTION 8318 PROTECTION AGAINST TERMITE AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE r' z ION SHALL BE PROVIDED BY EGISTERED TERMITICIOF DES, INCLUDING SOIL APPLIED AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE 00 TERMITE PROTECT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE °°°°°° N � PESTICIDES, BAITING SYSTEMS, AND PESTICID S APPLIED TO WOOD, OR OTHER APPROVED METHODS Q y oc OF TERMITE PROTECTION LABELED FOR USE A REVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL SECTION 202, REGISTERED TERMITICIDE). UPO COMPLETION OF THE APPLICATION OF THE TERMITE PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. ' = PROTECTIVE TREATMENT, A CERTIFICAT OFCOMPLIANCE SHALL BE ISSUED TO THE BUILDING 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND 0 SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, �° ° ° AR96730 c� oc DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT. AND ALL TRUSS TO TRUSS HANGERS. GYPSUM WALLBOARD � 0 °000 ca "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8" TYPE "X" GYP. BOARD ON ALL Al a. � TERMITES. TREATMENT IS IN ACCORDANCE WI H RULES AND LAWS ESTABLISHED BY THE FLORIDA 00 DEPARTMENT OF AGRICULTURE AND CONSUME SERVICES." 7. MATERIALS SHALL NOT BE STACKED OR LOADED ON TRUSSES WITHOUT PROPER SHORING TO GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE V rr MANUEL GONZALEZ,AIA PREVENT SAGGING OR OVERLOADING. RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2 GYP. BOARD APPLIED TO THE GARAGE SIDE. AR 96730 NOTE: 1} METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE UPLIFT CONNECTORS HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS UP TO 8' ABOVE FINISHED FLOOR. ' DETERMINED AT PERMIT STAGE AND PRODUCT OR BORA-CARE PRODUCT METHODS MUZEEN TBE 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY � .. m o APPROVAL DATA MUST BE ON FILE WITHHE BUILDING DEPARTMENT. REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES. INTERIOR LOAD BEARING ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY o z 2 PRESSURE TREATED LUMBER THAT HAS CUT OR DRILLED THAT EXPOSES UNTREATED WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD. o ) PORTIONS OF WOOD ARE REQUIRED TO FIELD TREATED TO PREVENT INSECT INFESTATION. NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION cn z� wOF THESE WALLS. NON-BEARING INTERIOR PARTITIONS o OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. Lu 2. UNLESS NOTES OTHERWISE, ALL UPLIFT CONNECTORS SHALL BE ATTACHED PER THE CONNECTOR ALL INTERIOR NON BEARING PARTITIONS SHALL BE 3 5/8 METAL STUDS 26 GA AT 16 O.C. MAX. SPACING W/ 1/2" MIN. GYPSUM DRYWALL EACH SIDE OR 2"x4" STUD GRADE LUMBER OR BETTER AT 16" = a STRUCTURAL NOTES. MANUFACTURER SPECIFICATIONS. ce 0/C WITH SINGLE TOP AND BOTTOM PLATE. w ce z J CAST IN PLACE CONCRETE `� ►� M O :I w J IR NOTES 0 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI, AND FIELD REPAIR GLASS BLOCK o A SLUMP OF 5" 1. MISSED J BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED W/ 1/2 DIA. EPDXY ANCHORS a o WITH 6" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS H o w Q 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. RECOMMENDATIONS. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. ° > Co ASTM A-615 GRADE 60. rr U w 0 3. WELDED WIRE FABRIC SHALL CONFORM TO STM A-185. WWF SHALL BE LAPPED AT LEAST 6 2. FOR MISSED VERT. DOWELS DRILL A 3/4 DIAMETER HOLE 6 DEEP AT THE LOCATION OF THE = w � � o AND CONTAIN AT LEAST ONE CROSS WIRE WIT IN THE 6 FIBERMESH MAYBE BE SUBSTITUTED OMITTED REBAR AND INSTALL A 36" LONG #5 BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART BUILDING IDENTIFICATION kn z = PER PLAN WHEN FIBERMESH IS USED ILO WWF, A DOUBLE LAYER OF WWF IS NOT REQUIRED AT EMBEDMENT EPDXY ( SIMPSON "SET", EPDXY ), MIXED PER MANUFACTURER'S INSTRUCTIONS. ASSURE APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH s ° THE EDGE OF THE SLAB. THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND AND POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE S o o USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO oc cn 4. HOOKS SHALL BE PROVIDED AT DISCONTIN OUS ENDS OF ALL TOP BARS OF BEAMS. MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4" TALL AND 1/2" THICK AND CONTRAST WITH JWz THEIR BACKGROUND. x ° 0 > 0 5. HORIZONTAL FOOTING BARS SHALL BE BEN 25" AROUND CORNERS OR CORNER BARS WITH A 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF �'" Z o 25" LAP SHALL BE PROVIDED. THE JOINT (BAR DOES NOT HAVE TO BE CONT. TO FOOTING). STUCCO a A O ,03 a z 6. MINIMUM LAP SPLICES ON ALL REINFORCIN BAR SPLICES SHALL BE 40 BAR DIAMETERS TYP. 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH 1 SIMPSON ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8 THREE COAT SA w z a o ( ) FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL = v RETE COVER MIN. 3" WHEN EXPOSED EARTH OR 1 1/2" TO FORM. MTSM16 TWIST STRAP W 4 1/a" X 21/4" TITENS TO MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS D PANELS. A ce w o 7. CONCRETE LESS THAN 860 LBS USE 2)MTSM16 FOR UPLIFTS LESS THAN 1720#). NO MORE THAN 10 STRAPS MAY PLYWOOD w A a u cn a 8. PROVIDE MIN. 6 MIL. APPROVED VAPOR BAR IER. ALL JOINTS TO BE LAPPED MIN. 6 AND BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW. IF GIRDER TRUSS C CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. a 0 a w a cn SEALED UNDER SLAB ON GRADE. IF ce. ce � 0 A w " ED OUTDOOR KITCHENS x 0 9. FOR SLAB ON GRADE, PROVIDE 4 CONC. SLAB W/ 6 X 6 X W1.4 X W1.4 WELDED WIRE MESH PLACED cn MIN. TERMITE TREATED COMPACTED FILL FIBER MESH XTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. z Z AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON STRUCTURAL DESIGN CRITERIA ALL CONSTRUCTION WITHIN 24 OF E = wMAY BE USED ILO WWM, WHEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE E- � FBCR 2010 R506.2.5). LIVE LOADS. ROOF 20 PSF 40 PSF (REDUCIBLE) ro 0 o RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR N u.j w __j10. WHEN THREE OR MORE BARS ARE REQ D., HE BARS SHALL BE HELD IN PLACE AND 40 PSF GRILLS OR COOKTOPS. z ¢ ALIGNMENT BY TRANSVERSE BARS OR "CHAIRS' SPACED NOT MORE THAN FOUR FEET APART. BALCONIES/DECKS 40 PSF ANCHORAGE STAIRS L9 P o ATTIC WITHOUT STORAGE 10 PSF METAL AND WIRE LATH: >_ w REINFORCING STEEL 20 PSF a o w ALL REINFORCING STEEL SHALL BE NEW DEFOR ED BARS FREE FROM RUST, SCALE &OIL& ATTIC WITH STORAGE 30 PSF 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. J SHALL MEET ASTM A-615 REINFORCING FOR FO TING SHALL BE SUPPORTED ON PRE-CAST HABITABLE ATTICS a. 2 ALL ATTACHMENTS FOR SECURING METAL LATH WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL Lu 0 z CONCRETE PADS TOP REINFORCING SHALL BE OSITIVELY SUPPORTED BY TEMPORARY 30 PSF � v SLEEPING ROOMS BE PLACED NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE ¢ & a STRINGERS. DOWELS FOR COLUMNS &FILLED ELLS SHALL BE SECURED IN PLACE BY USING 3000 PSI TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. DRAWN BY zo W ADDITIONAL CROSS- REINFORCING TIED TO F OTING REINFORCING. SPLICES IN REINFORCING CONCRETE CONCRETE UNLESS OTHERWISE INDICATED ¢ x: � WHERE PERMITTED SHALL BE THE FOLLOWING MINIMUM, UNLESS OTHERWISE INDICATED ON THE STRENGTH 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT v w DRAWINGS: @ 28 DAYS OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST 4 INCH AND m �� BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LA SHALL BE CHECKED BY ,? z o FIGS, WALLS, COLUMNS, BEAMS, SLA S: 40 DIA. OR 25 MIN. REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 o z FILLED CELL& MASONRY REINFORCI 48 DIA. OR 2'-6" MIN. ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. A. BARLEY IA. OR 1'-0" MIN. ALL REINFORCING BARS ASTM A615-60 60,000 PSI 11 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1%" INCHES LONG HAVING A HEAD NOT LESS THAN _ - TEMPERATURE REINFORCING: 20 D ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI 8 INCH IN DIAMETER. SCALE o- WELDED WIRE MESH: 8 LAP POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF p >- FIBERS PER CUBIC YARD z '�'-� MASONRY WALL CONST. 'IS" m o J 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING CONCRETE ASTM C90-01, STANDARD WEIGHT UNITS, fm=1500 PSI MORTAR TYPE1800 PSI MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. _j v MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED 0 0 = TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (fm = 1500 PSI). UNITS: DURING CONSTRUCTION y` ui `n 2. MORTAR SHALL BE TYPE "S", CONFORMING 0 ASTM C270. H.V.A.C. NOTES SHEET DATE 0 °C 3. COARSE GROUT SHALL CONFORM TO ASTM 476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: � v o AND A MINIMUM COMPRESSIVE STRENGTH AT 8 DAYS OF 3000 PSI SLUMP 8" TO 11". 'STEEL: WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 MECHANICAL, AND ENERGY CONSERVATION uj MOUNT ALL THERMOSTATS AT +4'-0" ABOVE FLOOR. SHEET REVISION INFO aw. o 4. VERTICAL REINFORCEMENT SHALL BE ASN ED ON THE DRAWINGS WITH THE CELLS FILLED WOOD BEAMS, RAFTERS, JOIST, PLATES: U.N.O. NO. 2 SOUTHERN YELLOW PINE (19% M.C.) o z WITH COARSE GROUT. FRAMING: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB ALL INTERIOR & EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE ce a- m 0 5. VERTICAL REINFORCEMENT SHALL BE HELD ' N POSITION AT THE TOP AND BOTTOM AND ATA FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V.A.C. MAXIMUM SPACING OF 192 BAR DIAMETERS. R INFORCEMENT SHALL BE PLACED IN THE CENTER CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. ERI OR OSB L_j ,- _ WALL SHEATHING. PLYWOOD C-C/C-D, EXTERIOR NOTES OF THE MASONRY CELL TYPICAL UNLESS OTHE WISE NOTED. VERSA LAM BEAM: Fb = 2900 PSI 2.0E ; ( ) ELECTRICAL 6. REINFORCING STEEL SHALL BE LAPPED A MI IMUM OF 48 BAR DIAMETERS, UNLESS WOOD COLUMNS: PARALLAM 2.0E U.N.O. THE DWGS. ARE DIAGRIMMATIC & INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. w >- u w OTHERWISE NOTED ON THE DRAWINGS. ANN SCREPANCIES OIC THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECTS ATTENTION PRIOR o J � 9 7. GROUT STOPS SHALL BE PROVIDED BELOW OND BEAM. PLASTIC SCREEN, METAL LATH STRIP WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. SET REVISION INFO OR CAVITY CAPS MAY BE USED TO PREVENT TH FLOW GROUT INTO CELLS BELOW. THE USE OF TRUSSES: Lu = o w LT PAPER AS A STOP IS PROHIBITED. TOP CHORD LIVE LOAD: 20 PSF 20 PSF ALL WORK SHALL BE DOME IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL Lu FE TOP CHORD DEAD LOAD: o ") J w 10 PSF 20 PSF ELECTRICAL. CODE &ALS.CODES, REGULATIONS &RESTRICTIONS HAVING JURISDICTIONS. Z ¢ = 8. PROVIDE 9 GAUGE GALVANIZED HORIZONTAL LADDER JOINT REINFORCING (DUR-O-WAL OR ul ~ ENGINEER APPROVED SUBSTITUTION) AT ALTERNATE BLOCK COURSES. JOINT REINFORCEMENT BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF GROUND-FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED ¢ g m SHALL BE CONTINUOUS AND SHALL LAP A MIN. 8". TOTAL: 40 PSF 50 PSF OUTDOORS, IN BATHROOMS, &GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. 0 oc w z 10 PSF 10 PSF SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE)TO zoo WOOD CONSTRUCTION WIND UPLIFT RESISTANCE: NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO � w i 1. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SHEET DESCRIPTION M U (n SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE o � W SOIL SHALL BE PRESSURE-TREATED. UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD DETECTORS SHALL BE P( VIDED W/VISIBLE "POWER ON INDICATOR" AND A TEST BUTTON WITH GENERAL w W z 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. LD v 0 FRAMING MEMBERS, ( I.E. BLOCKING OR GABLE: END BRACING ) SHALL BE SOUTHERN PINE, NUMBER 2 ALL ELECTRICAL SWITC4S SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" NOTES c UJ o GRADE OR BETTER SHALL BE USED REGARDLESS OF SPECIES. WOOD FLOOR DESIGN LOADS: FROM EDGE OF OPENINGS. 0° a• 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE TRUSSES' DEAD LOAD' 20 PSF ,u `<.> 0 v STUD UP TO 1" DIA. SHALL HAVE STUD PROTE ION SHIELDS FOR ALL HOLES OVER 1" IN DIA. FOR LIVE LOAD: 40 PSF ALL WALL RECEPTACLESSHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED. z s z PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. ALL HABITABLE AREAS BUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 TOTAL. 60 PSF VERIFY R OMPANY THE LOCATION OF SERVICE AND NAME ,L a ¢ 4. MANY OF THE NEW PRESSURE TREATED W ODS USE CHEMICALS THAT ARE CORROSIVE TO w � � TMENT SOIL BEARING ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2500 PSF SEE SHALLRLOCATE METER ANDD PANIEL AS LOCAL WE C PROJECT a o z STEEL. IT IS THE CONTRACTORS RESPONSIBI TY TO VERIFY THE TYPE OF WOOD TREATMENT VALUE. SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL Q � o AND TO SELECT APPROPRIATE CONNECTORS T AT RESIST CORROSION. FOR EXAMPLE, ACQ-C, CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. ALL ce w z z ACQ-D, CBA-A OR CA-B REQUIRE HNT-DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR 0 U.i DOT SODIUM BORATE (SBX) DOES 0 VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30" A.F.F. W = o OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR ) IN EVERY KITCHEN, FA4LY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, w STRUCTURAL STEEL ROOFING BEDROOM, RECREATIONROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA, ALL ALL tn w Fz- ALL STRUCTURAL& MISCELLANEOUS STEEL A 6 36,000 PSI, U.N.O. TUBE STEEL: ASTM A500, ALL ROOFS SHALL BE CONC. ROOF TILE UNLESS MODIFIED BY PRODUCT APPROVAL SUBMITTAL. 125-VOLT, 15- AND 20- AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. - z o w GRADE B, Fyy = 46.000 PSI PIPE STEEL: ASTM 53, TYPE E OR S, Fy = 35,000 PSI SHOP AND FIELD THERE ARE NO EXCEPTIONS. LOT/BLOCK U.1 WELDS: E70XX ELECTRODES STRUCTURAL BO S: ASTM A325, BEARING TYPE CONNECTIONS DOORS &WINDOWS - z p z �- STRUCTURAL BOLTS: ASTM A307 STRUCTURAL BOLTS: ASTM A307 FOR SECONDARY PLUMBING NOTES TBI NUMBER E g z 0 z CONNECTIONS WHERE INDICATED, ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE a- o STEEL REINFORCEMENT SHOP DRAWINGS TO E PROVIDED TO ARCHITECT OF RECORD BEFORE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND MODEL cn z HEIGHT& 5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE RESIDENTIAL d- z u o FABRICATION. PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54 A.F.F. ¢ ¢ FLOOR AND NO ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26" ABOVE ALL cn ce W ¢ PROVIDE MININUM OF 3" DIAMETER SCHEDUL 40 ASTM A53 GRADE B STEEL COLUMNS PER WINDOWS GREATER THAN 72 ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT N a � GREATER THAN 24" OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER 8616.2. GRADE. UJ o � 8407.3. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, ELEVATION NAME W � z a THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. EQUIPMENT, ETC. N v w w PREFABRICATED WOOD TRUSSES WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. GENERAL NOTES ALL c; a0 1. BRIDGING AND BRACING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND V-4 Q W MANUFACTURER UNLESS NOTED ON THE PLAN ;. ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. FE: v 2. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB SHOWER ENCLOSURES AND WINDOWS LESS THAN 60" ABOVE STAIR LANDINGS OR TREADS SHALL BE z = z o MEMBERS ARE NOT SHOWN, BUT SHALL BE DE IGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2010 FBCR R308. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE z NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. SHEET NUMBER WITH THE DESIGN LOADS. SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH o z = ca F- 3. THE TRUSS LAYOUTS PROVIDED IN THIS P 1/ INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE DRAWINGS SHALL NOT BE SCALED. 0 �-- IF THE LAYOUTS CANNOT BE MATCHED, THE T USS MANUF. IS TO IMMEDIATELY CONTACT THE BUILDING STEEL DOORS NOT LESS THAN 1/ INCHES (35 MM)THICK, OR 20 MINUTE FIRE-RATED DOORS. INSTALL SOFFITS PER FBCR 8703.1.3 AND 8616. w au.� DESIGNER, TOLL BROTHERS, FOR FURTHER IN ORMATION. WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE GN1 o w m w �. TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2" TAPCON SCREWS, 6" SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). J 4. DESIGN SPECIFICATIONS FOR LIGHT WEIG T METAL PLATE CONNECTED WOOD TRUSSES PER THE FROM EACH END AND 12" C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/TRUSS PLATE INSTITUTE ERIAL NUMBER 1010.0 R u- TPI LATEST EDITION. ¢ ¢ c) R o (2) ROWS OF lOd NAILS AT 10 C/C. n TO THE BEST OF MT KNOWLEDGE,THE DESIGN OREM ON THIS DRAWING COMM WT1N THE APPLICABLE NINKAN KR DING 000E IN EFFECT AS OF DATE OF CERTIFICATION BELOW. ZFebruary 16,2016 cC> ce 1 FILE C G O cC 7 o �i coAR96730 0 O O SFR A� U I— MANUEL GONZALEZ,AIA AR 96730 z 761_911 p O zz ¢ 711.411 51.511 Z � W O = W ce 251_011 41_711 cn W O BJ. zcG f A/.81 11 11 11 10" E2 _j ' 48 X48 X4 CONC. t �, 00 J GAS LINE FOR TANKLESS a a ^ M PAD 3" ABOVE o WATER HEATER cc3 a Z I ------- b Uj GRADE. W = ¢ I ... ot- 0°0 4" PLUMBING I I a ; � A <C WALL TYP. U.N.O. , I o ► " w L-------� I I HB '� � � o ¢ � z % % % % ' �� 00 ----- W ------------- --- _ ---- -- - - ---------- --- - ------J L--------- n > c[ U) I d- , 1_211 1 to M I I I I I 11 - E-1 to LLI O I 1 11 / ♦LLJ ♦♦ I I I , Ln PLUMBING I I A I„y p 101.411 ----- ' �. ..�.-;� 1 ALL I w Z a VQ I I 11 1_ 11 I 1 21_1111 ♦ .51_311 ; I 1 11 1_ 1 0 A ce 0. I 101-611 2 5 -11 2 `___-� 2 -10 3 1 ( i i ' AIA BO a A w W cC z I I I CL O I I 1= - I I r- }. to �� I I 00 N I I I , O aW I 20'-10f1 I I ,-� I i i I I i t i "D �i �,, o c� L----J L--- I I 1 a Q U p , --- ---- GAS LINE I Al.N W o J -`) = 11 u TO DRYER _ TYP. = o ¢ Ln a, 6 PLUMBING I L o w - - ' I - ----' - -- - --- WALL = N r-� N CG �[ U_ o O I I I , Gi (�C- O � %n in I ' I 'i�------------ -- _----- -----_---- 1_411 N m N N i 1_ u j _ 91 ��------------ a --------- --- 0UJ 0 0 - I ♦ --- 201-8Y411 11 cla,a O , FINISHED FLOOR I , �, , I I , , =`=-= 1 u n - a. I I I I I 111 I I I II I p i SLOPE @ 1/8" PER FOOT Q c'Lc i i i - 1 1 r , i i t -- 4'-9" L.T. 1'-71 1 -8 ' N , �_=�- * 1 11 DRAWN BY , cGW I NOTES. , I li r � I 2 U ao I 11 ' --- 1 I I I , , 1. MORRELL z , FIN. FLOOR TO BE 18 MIN. ABOVE ---------- ___-- __-_ I , I , , I , , 1 4 Rl-i z p , ---------u------- ---�� l7 CJ �� , I I I I I I j I 1-911 A1.N Vft O z CROWN OF ROAD. , , I I 3 ' CHECKED BY UJ ce= W o -10" _ H. CRUZ \� 4- — (000' SCALE ZW n �� ' i i i i ' 1 n- , 20 .2 - --m ¢ > --------- -------- ---.------------------- J -��� `,`, ,�^ ; , ; I ; ; I ; M d- 22X34 = SCALE AS NOTED 0 I— ¢ � �, �\� C_J - ------ -------------------- ----------------------- o% 11X17 - 1/2 NOTED SCALEw cn `�� L 41_411 51--S 1_ T' - 0 0 cn A - - �— - - - - - -�';�' - - - - - - - = A � o A7 81 ' , ,' - - - - - - - - - - - - - -- - � - - - SHEET DATE U �-------------------------moi �N TE' R VIDE „SZO�� ►QRS a� W b 0 . P 0 �6. 1 8" PER FOOT - `n 02-08-16 ELECT. CHASE FOR Ln 1 /�� ' ' o °C 1 IISLAND 3 -0 6 -911 ,-1 SHEET REVISION INFO _ _ w m a WOOD DECK ON A1.N ' f I 1 �-----� ' ------ STEAM I �- _ � 11J - L ' IYP. I ii ii I I J �-�------ I i I1 " ._ _ �.., � u u r-- � , I �- m w " I ( ii iii r ��i ► ' i i = o p J I SLOPE WD. DECK I �� �� �� ;I, m - I 1 p A � � I � I PAVERS ON � ,- 1 1 ED _ s STEAM WALL `r' �' @ 1/8 PER FOOT SET REV z u p "' = oI u u I ISION INFO � W W o 1 11 u l II L---� , W z J = In I PLUMBING LINE FOR 6 P UMBING I i i I iii GAS LINE TO r' I FUTURE BARBS UE WA L I, ,I , RANGE ; o ¢ a. 0° I AREA. VERIFY LOCATION I I iii' I ; I i i M ,�z.♦ o > I W/TOLL BROTHERS P.M. 271_ 11 L - - - ;,' i i L I C 0 U) O o W = ( I C31 -1 UJ z GAS LINE FOR FUTURE °O I,I I I `� SHEET DESCRIPTION W o z I BARBEQUE AREA. i r? ' ► I Ln z v O I VERIFY LOCATION W/ SLAB W I TOLL BROTHERS P.M. ce p cc z L------ ----- ----- ------ I ------ ' LAYOUT p ¢ W O r- --- ------ -� r- ------------- - - -------- ----� n r---- ------------------------------� IWtn ¢ v o W z t-' 4- _HB , w W ¢ 0' 0" ELEV TOP 01011 ELEV TOP ce p = z I F COL. PAD (TYP. OF 4) W ,cn 0 AF COL. PAD PRODUCT LINE cc (n � � ' cc ,� z I ATLANTIC BEACH - HERITAGE 00 � act in p 10" 10" W W = 9'_211 5'-11" DUVAL COUNTY z0UJ B c0c 101_011 A7.81 601_011 61_911 COMMUNITY 108 z 0 .2_- 0 ? z 76'_9" TBI NUMBER 108 J.p z � O z UJ , ¢ MODEL oz CUMBERLAND z >� � I � Wpz - (' P W LL LU �— ELEVATION NAME z Uj Op W W CARIBBEAN aLU ` ) Z :3=_ z SLAB LAYOUT STEM WALL FOUNDATION z BE � m ¢ SHEET NUMBER 0 0 = SCALE: 1/4" = 1'-0" CARIBBEAN = cri ce o W m W NOTE: FIELD TO VERIFY ALL GAS LINE ADDITIONAL NOTES, SCHEDULES, & DETAILS = A1 .81 z _3 `~ O O U LOCATIONS PRIOR T P CAN BE FOUND ON THE A1.N SHEET. .� �, 0 0 POURING SLAB p[ SERIAL NUMBER 1014.0 M THE eEsr OF W MWEDGE,THE D6s M DEPICTED M THIS DRAWING MMMM WITH THE APPUCABI.E MINIMUM MMM FOUNDATION NOTES `Sua°y 6,2016nM OEM. February 16,2016 Z Co 1. SEE GENERAL NOTES FOR CAST IN PLACE of °SAP CONCRETE AND REINFORCING REQUIREMENTS @� 2, CONSULT W/ MAN. SPECIFICATIONS PRIOR TO `�� =o POURING OR RECESSING DOOR SILLS °C EXTERIOR SLABS SHALL SLOPE 1 8" PER FOOT A° X67w� m 3 / r � a ; AWAY FROM HOUSE 0 o PROVIDE 811X 11/211 RECESS AT SLAB V ~ 4' TYP. U.N.O. MANUEL GONZALEZ,AIA PERIMETER ( ) AR 96730 5. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE o INDICATES DOOR OPENING zo 0-4 19 12 opy Uj FILE C U.i p[ Ln Uj � �- ce00 o� w 00 O ' cc LU O td a a aBEwp " a ll o w mo ¢ s LU C) A o ~ � U w zip � � � � o Q N Uj i W z OHO x O Uj � Wz Wpm oc ce ,,L 3r. o A �uZW ' 0 ,LU o W.W.M. PLACED IN UPPER w N = o a 1/3 OF SLAB OR FIBERMESH c� REINF. PER PLAN oo t 1/8" (MIN.) SAWCUT x 1/4 OF a. U ce SLAB THICKNESS SEE Uj E3m z FOUNDATION PLAN FOR LOCATION ce to ¢ ce 0 CL 0 cn DRAWN BY ui ¢ � d W Q L vx J. MORRELL zo I I II CHECKED BY Q H. CRUZ w ce w O SCALE m a > I JOINTS PER PLAN. JOINTS SHALL BE CUT 4 22X34 = SCALE AS NOTED 0 o a TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, 11X17 - 1/2 NOTED SCALE o = AS CONCRETE ALLOWS WITHOUT RAVELING 0 0 ce SHEET DATE U O 02-08-16 te oSHEET REVISION INFO O z 1 SAW CUT DETAIL 0 _ 1 . SCALE: 3/4 = 1'-0" oILD z 'n o c.� ¢ W Z Z m co W ¢ M 3 w � SET REVISION INFO 0 z —i w Wce ce (� oC W z 0 > (n W 0 c� z cn SHEET DESCRIPTION uiW o z FRONT WALL OF GARAGE 0-4 L9 Uj o SLAB LAYOUT W PROVIDE 11/2 D x 5 W m a o RECESS AT GARAGE DOOR SCHEDULES AND Q z w -> oV z z = o PROVIDE 4 1/2" D x 8" W RECESS NOTES � J SLAB RECESS 1 z IN SLAB e W = z 41/ '� g PRODUCT LINE L V�cno BRICK PAVERS GAR. W cc z z FIN. FLR. cn ATLANTIC BEACH - HERITAGE 0 GARAGE _ DOOR W = d.a SLAB I- VOW . W ( ( RECESS DUVAL COUNTY M O W —� a• I�- f 1R WALL PER - II Z ~ W O . .. = PLAN 5 g COMMUNITY 108 2w U_ o , w z O z TBI NUMBER 108 ouzC MODEL M w Q ¢ E3z CUMBERLAND � aWa W 1' 03 Wz ¢ �— ELEVATION NAME L9 w �„o PLAN VIEW W CARIBBEAN W 2 SECTION GAR. DOOR V SCALE: 3/4" = 1'-0" Z � z ui w `Q SHEET NUMBER o _ cozU � W = AlsN OWmb-1 M _j V ( 11 �`..+ :j O O U_ � ¢ V 1- 0 pC SERIAL NUMBER 1014.0 TO THE BEST OF W KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH TW APPUCW MINIMUM BUILDING CODE IN WWI AS OF DATE OF CERTIfIC/1TLON BELOW. �-i z February 16,2016 OF ` ce a LU m a AR96730 O o 0 0 rte° CL -' V I— FRFILE ED MANUEL GONZALEZ,AIA AR 96730 O 4' HIGH WALL AT SERVICE a 0 COURT. SEE DETAIL 11 ON .(A W 76'-9" SHEET A5.2.81 O = LU w B 711_411 51.5" � A7.81 o w 181.011 12'-211 131-811 13 - O 1 Q11 4,_7„ � w 00 Q Vt M W o TAN KLESS GAS 10" c1 w w O z ' ' WATER HEATER I [Imp0-4 w = ¢ I E- �- mo = FLAT SOFFIT SEE p A 0 0 = TEMP. GLASS SHOWER TEMP. GLASS SHOWER - ' ELEVATIONS FOR U w �, © Li qO A HB DETAILS � $ o ENCLOSURE BOT. FIN. FLR. ENCLOSURE ON TUB D I 0 00 ¢ @ DECK I "' � d 0 z 0 r W ...................................... ................................................................................................................:............... N > oc z R &SH ( _ .. 11 i Q it Q 1 9+_Q++ A I_ 1 0 5'-8' I 111— 11 6 21 I If 1 I 1_ 11 1_ 11 1 1 —�' 7 V Q `T 8 2$41l 11 8 23 6 , 11 -4 ,-i a p Z 11 WIC I I = WATER LU SOFTENER LOOP a i � A 0 6 n1 1 - I = I = = i 1 � BEDROOM 3 Iw w w � � 10 -0 CLG. ..� BEDROOM 21 I � "'I «� ,_ „ 1--� �;o � I = z V cn a 1 9 I 'T' 10-0 CLG. as cz 10 0 CLG. ¢I m � A w O I O - _ L7 i 1 a. cn ..;, 0 10 33wr:... I o I I cc cc I 16 - ( I ¢ I 2 O0 a `�' o I - R &SH MASTS„ BATH I I I N I I o 10 ; 1 t� a a A a u, 10 0 LG. 1 11 I_ N I I I ,-+ I 1 z 10 I 'r a; 1.l.1 6 € I z UJI = I I LINE OF = a ---- ' I I I -' o �'- cc �-' SECOND I I I �--{ A-' c U 0 — — ————-d- �, I BATH 4 - I FLOOR 1 ITWO CAR GARAGE N UJIz a F 12 K/S 10 -0 CLG. - - I I 9'-0" CLG. = o - - I ---- ( N 5 I ABOVE o _.. ....... .._. _..r... ..._............. o �' N I M - VENT THRU -' c� - 1 - 9 I I_ '+ , `o 1 `o ROOF 9 9 4 -1 I H LL co N .--1 V cC ( 4 33°VAN. I M .�. a — -- ( I (w+)I j 1 LU 0 I oo O I I _ \ / I Lu a o I 13'-1011 ;,., ( 1.311 411 1.4 Ln 31.411 31 1011 - i ' P E; i 'SPACE 'ii L.T.p ( I ¢ o I o ooa. _ i i -_ I X 1 m I _ z w �' T' - 'I 11 _ -- -'.J L_ -'=i'J ( / \ I „-`'4C ' 2 °0 O o cc I I DRAWN BY `r cc °C o I MASTER 101_811 3 2 -1 5 I I to i V � m ,-' 21.OII I 1 11 0 CLG t�-1 �;' _ _ - - / \ W o I J. MORR BEDROOM 10 0 _ I o I LAUNDRY ELL _ ~=o 1 11 1 11 61_ 11 o '� - - - 10'_00 CLG. 22" X 54" o a (nP) i 10-0 T010-8 _ I 1 �- ,L� 4 1 - A ; I CHECKED BY I 4 I �, ` o, ,� ATTIC ACCESS W = W - = I COFFERED CLG. d- 10 CLG ,�,� 10 _ _ - w / _ ........_ . .....w_. .....w. .._._ H CRUZ a. o I M 3'-10 5'-0" 1 '�'� �� �� TORA _ I _ 8 PULLDOWN STAIR o H. z w / ( �S 1. 11 - - - SCALE 22X34 = SCALE AS NOTED o i o O �- - -- -- CD / LINE OF SECOND - r N 11 11 / LINE OAK 10 X 10 - „ 11X17 = 1/2 NOTED SCALE UA cn OF 1 41-41' 5�-5� I 0 0 _ _ _ _ _ _ �"� _ _ _ FLOOR ABOVE _ _ _ _ _ _ _ -SECOA10-t I _ STAIS _ l _1 AIR JUMPER _ _ _ I I _ _ _ _ _ _ _ _ A v o A . 1 o I I �' ( I - - - _ - SHEET DATE 1 FLOOR f II —1HT , cc (4 � _ C 1 u, 10-0 CLG. O _ _ - o I �n A7.81 LU u, I I �' �r I I HALL I I „ 02-08-16 ABOVE 7.81 AIN 1 _ � I 141_611 ( 21_6�H 21111 01 14 -7 I �0 2 -4 I 10' CLG. I I _ �" 10' 2" 8" 7' 10" 3'-0" `_� 1 SHEET REVISION INFO 1 11 � O z HALF SQUARE I � .: 6,1 � _ N = m o COLUMN SEE I �---- -- ---- - I-- ---� BREAKFAST ���-�-- _ _ - - - _ - - - - - - -- --- -- --- ELEVATIO� -O 1 ( �� 41-011 - p 1 AREA II COVERED.. 1 1 0 Ln 0 DETAILS AILSa � I O ( I 1 11 1 11 I T., -- � z = M z COVERED I 110-0 TO 10 -8 1 N ENTRY, I I �- � LANAI I I COFFERED CLG. 0 10'-0" CLQ. I I _ o FLAT SOFFIT amW � I MT I � '� i i I 1 1 11 - 1 z � ( 1 10'-0" CLG. 21_011 131_211 1 I i _ _ �o ,--1 1 I DINING @ 9 -o A.F.F.13 I I , Z o N 1 1 = I (TYP.) U.N.O OA I I `r' oma, W o I I I o °' `� 1 ROOM I I SET REVISION INFO o cin � w 1 I 1 ( 36" ROUGH 2X HALF �............ ..__ _ z °03311 101_011 CLG. o WALL W FLAT i i I I I '-' � zz5 � �' 1 I I 4 FAMILY ROOM I / I � 1 �' 1 _ _ - ¢ ce m 1 I I 101.011 TO 101.811 i OUNTER TOP ABOV ... p c� cc w Z 11 1 G U RM ET I N I LIVING ROO M7.7 7.7 z o o BOX OUT BEAMS TO ( I /10'-8" COFFERED CLG. I I = K CHEM 10-0 CLG. PLUMBING LINE FOR I O0 1 " UJI = COLUMN WIDTH, TYP. 10'_0111 ,+ I , 101-0 CLG. 1 6 I i c� z V cn 1 FUTURE BARBSQUE 125 -8 M 5'-411 3 I 11'-10" 1-1011 — 11 w cn I I AREA. VERIFY O 11 10 - SHE z I I u, ET DESCRIPTION UJI ,� o _ 1 I LOCATION W/TOLL �-- -- -------- 1---- -1 311.411 z ,� 0 1 I BROTHERS P.M. - c0 I o FIRST FLOOR ma o - -------- - 1 REF. ;� cc z is-cAa. _ _ _ — W ............................................................. .. . .................. % .............. ........................................................................... 0 ¢ oPLAN V z = GAS LINE FOR FUTURE Hg(�) qPANTRYUj 0 I O I (�) � cn � ¢ BARBEQUE AREA. IO IO w (n ¢ 10 SQUARE ' ' BOX OUT BEAMS TO cc w = Z VERIFY LOCATION W/ COLUMN WIDTH , TYP. PRODUCT LINE 5- 0 (n o COL. TOLL BROTHERS P.M. o `z z ,� 10 ++ I M 1 " ' 1 M 1011 ATLANTIC BEACH - HERITAGE o z 91-211 4 -8 13 - 3 -4 181.911 31.4++ 5'-1111 � V p 8 � W 101.011 601.011 6'-911 z o w 1 '1 DUVAL COUNTY v, Zl=— cowc A7.81 76'9 Z p z COMMUNITY 108 z con p TBI NUMBER 108 z a MODEL ¢ oz � z � � > CUMBERLAND � Woz 03 W m z W o I-- ELEVATION NAME w CARIBBEAN ¢ LU cn �~ zo _ z FIRST FLOOR PU N z � � � W o z w SCALE: 1/4" = 1'-0" CARIBBEAN = SHEET NUMBER p w Co V ADDITIONAL NOTES, SCHEDULES, & DETAILS = A2m81 ZMEJ JOOU- CAN BE FOUND ON THE AIN SHEET. ¢ VI— O pC SERIAL NUMBER 1014.0 M THE BEST OF W OW EDGE,THE DESIGN DEPICTED ON THIS DRAWING COQ WITH THE APPUC48LE MINIP M KWIMG CODE IM MCI`AS OF DATE OF awIPICATION BMW. V February 16,2016 N OF F ,,coca 1 W h O 9 C� c[ AR96730 FILE Copy� o 00 FRE MANUEL GONZALEZ,AIA AR 96730 Z U- -. 0 Z Z � ¢ 0 � Z W W ce rB chUJ0 ce a' co A7.81 0 cc z �, 00 W J r1 a w O° cNn o 18t_OI► 16t_4tt 3T_3tt 29t_9tt 3 ►� a o v H W 0 Wa 15'-2%" 6t_1�jtt t_ ►► UJ ca 8 7 0 A o _ U w W O _ � o ob ¢ � z _ � N O p S . ............................................................................. ................. .. ... ..... ................. .... LU ti I rA .-y W z I 6►► I i 6 T o W 0 I 12'-6" 2'- 0" I x Woo I I I = I a p Z W "' z a� vnz LU a I I BEDROOM 1 `. I ~� A '�'-' o I 9'-0" VAULTED C G. °Na � o- c ::81-011 to 9 I p A z W %0 I I ^' Q; O a 0 0 0 I o DORMER = C = �„� J I I a5 WON 15 p ¢ 1 t 00 c� cc I 2-r) C) I ,4 I C D5W O ooJ I 1'-3" = c.� ca ce I 13 _ o LU C> I 6tt o ' �? \ Ott = d- o a I _ 2t_8tt 1 3 .8tt t_7t,14 31-611 z � w � "' ¢ \ DRAWN BY °C W I ATH 3 — — — — I ]. MORRELL m t I_ I z Z N I 1 9 CLG. ' – – _ O I CHECKED BY cin ¢ I _ OOF BELOW w% — — OOF BELOW 1 H. CRUZ ED ce DORMER ) – – `r' – L – – – – - o coo iv fi �: Q6'VAN. – SCALE 0 m ¢ > �' _ _ – – – – I d" 22X34 = SCALE AS NOTED _' C I M = 1/2 off ¢ I -' AHU 1 OAK 11X17 NOTED SCALE ~ Wcn 1 II ,� = I U- v' A - - L - - - - 14 STAIS - `�- - - - - - - - - - - - - - - - - - - 1— - - A o ` -�— J _ SHEET DATE i= Uo A7.81 = _ I I A7.81 �, WALK-IN 14 o2-os-16 � b O o i STORAGE 4►-911" 31-1Y211 ,_li " I SHEET REVISION INFO F- 9 CLG. ( 71-511 --- = mL' I I z LU (n �- LU z 6" I I 6" mLU o I I 15-4 I z = W I 8'-0" to 9'- " _ I SET REVISION INFO oZJ � i LOFT i W (� ( 1-011 QScnm I I 9I °.; Z I I VAU LTE D' z o > I CLG. I o I � w UJ 0 Z = I I I SHEET DESCRIPTION � Wwcn I I cn Lu I I LU SECOND FLOOR W Q I I I mce � Z 1 I PLAN LU �zz = o .. AI tt AUA t tt LU W = z 3-10 31-1011 4-4 PRODUCT LINE LU a. v, 0 161_411 31_311 z z ATLANTIC BEACH - HERITAGE o 1. 01 4 . 19'-7" IW- V � W W B DUVAL COUNTY zoW � W A7.81 COMMUNITY 108 cn z U- 0 o z TBI NUMBER 108 o z g MODEL W a CUMBERLAND > Woo >- Uj W z ¢ I— ELEVATION NAME z W W w CARIBBEAN LU a LU p z~ zo [� _ Z SECOND FLOORPLAN ui m tt t II Q SHEET NUMBER LU z = SCALE: 1/4 = l'-011 CARIBBEAN _ _oo = cn � 6 � W ADDITIONAL NOTES, SCHEDULES & DETAILS = A3v8l 0 W CO '" Z J ~ CAN BE FOUND ON THE A3.N SHEET. Joos ¢ c. 0 pC SERIAL NUMBER 1014.0 TO THE BESr of"r�,�oarcN DEPIC ED ON nas t—D00R TAG M'� "�„ WL10mm "�'a°� _ DOOR SCHEDULE ��N����W���Gn� . DOOR CALL-OUT c.v February 16,2016 N r-y 0� TYPE SIZE REMARKS �� °°� tt U= c� 0 1 THERMA-TRU INSULATED ENTRY DOOR 3'-0" X 8'-0" o AR96730 � 2 OVERHEAD METAL GARAGE DOOR 8'-0" " X 7'-0 r ttoo�, 0 0 3 HOLLOW CORE DOOR 2'-0" X 8'-0" FRF 4 HOLLOW CORE DOOR 21-6" X 81-0" MANUEL GONZALEZ,AIA AR 96730 5 HOLLOW CORE DOOR 2'-8" X 8'-0" 0 6 HOLLOW CORE BI-PASS DOOR 6'-0" X 8'-0" FILP COFI z o 7 SLIDING GLASS DOOR 9'-0" X 8'-0" 3 PANEL TEMPERED z W 8 DOOR 2'-8" X 8'-0° SELF-CLOSING SOLID WOOD NOT LESS LU LU 0 THAN 1-3 8" I OR 2 -MINUTE FI - � o / / 0 UT RE RATED o ' W 9 GLASS SHOWER DOOR 2 -0" X 6'-4" TEMPERED :1 wco � M o 1 HOLLOW C RED R '- " '- " a a a °C o 00 00 2 4 X 8 0 o , ,? 11 BI-PASS GLASS SHOWER DOOR 5'-0" X 6'-4" TEMPERED h j, 0 12 HOLLOW CORE DOOR (2) 2'-6" X 8'-0" O A o = W � w $ z 0 13 HOLLOW CORE DOOR 2'-4" X 6'-8" • 00 o 00 o z 14 HOLLOW CORE DOOR 2'-6" X 6'-8" N � O 8 Uj °; z 15 HOLLOW CORE BI-PASS DOOR 5'-0" X 6'-811 0im> 0 x a p Z o –WINDOW TAG CRB, w zoW Q o WINDOW CALL_OUTWINDOW SCHEDULE A cC W � z TYPE SIZE REMARKS ,.., WOQ j ce o A SINGLE HUNG 25 36" X 62" VINYL/ LOW E / EGRESS s0- � z w B FIXED GLASS 48" X 64" VINYL/ LOW E /TEMPERED Q x o a U o W C SINGLE HUNG H34 25 1/2" X 49 5/8" VINYL/ LOW E / BLACKED-OUT a OO J N izQ INSULATION o0 o UJ 0 0_ .-i co VALUE UU 0 n 6-4 R- a o LOCATION TYPE a U.N.O. z 0 w CEILING @ LIVING AREA FIBERGLASS 38 DRAWN BY ce °CEXTERIOR WD. FRAME WALLS FIBERGLASS 19 J. MORRELL W z WALLS @ LIVING AREA FIBERGLASS 11 m _ -.0 z CHEKED BY 12 (A ? H. CRUZ W SCALE IL cC z W 22X34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE Uj (n 0 0 SHEET DATE -' o 02-08-16 oSHEET REVISION INFO a0 z --- noc�.� aWz � m °DW � z = w SET REVISION INFO 3:: �nw � J W W zLU (� ce Z �O > Z O oUJ w z SHEET DESCRIPTION qj WO FLOOR PLAN NOTES, SCHEDULES, & DETAILS oa > o D z = z W U) Q Q W o � z PRODUCT LINE °C v'LU ATLANTIC BEACH - HERITAGE cc ,� zz O p *..4W o Uj UJf -----— --___-:--_-- -_________________-:: :....._ . :-::. . !` DUVAL COUNTY o--i W f— g z 0 W � ZI— cC Uj COMMUNITY 108 � zoz � _ , TBI NUMBER 108 a. cn ! o 0 b o z o , � � __. - �-' - MODEL Z W ,.., Q Q cn ............::.::::.::::::......:::::. ::::::: w . CUMBERLAND Ce z a' g > 6" -p '-10oaWW 10'-2° ELEVATION NAME z VW O W w CARIBBEAN aUj z~ zo Z = � z ui m Q SHEET NUMBER U.J w 1 zW E-- 1 _ � PENIN DININGILIVING ROOM v' w /4"=1'-0" o ALL ~ W A3.N SCALE 1 = AIN co = __j O O= ..j U O __ pC SERIAL NUMBER 1014.0 M THE BST OF W MOWLMGE,M*DESIGN DEPICTED ON DO DRAWING OOMPLIEs V M THE APPLICABLE MINIMUM BUILDING ELEVATION NOTESINEASDF�TEDFGTIMB . %o U February 16,2016 N PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM 1 of F 1, FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR ��P 0- �� ib = ROOFING PER DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED � ` 0 = o CONTRACT, TYP OTHERWISE ,� c m TOP OF RIDGE FOAM APPLICATIONS FINISHES SHALL BE ACCORDING AR96730 50--_ --1 - J 2, '�sy.° 00,0 ©a a a � g TO EACH ELEVATION FR 0 0 5.2.8 "CORAL-LIGHT" OR EQUAL PRE-FINISHED1 ED I---------------------------------1% 3, FOAM APPLICATIONS SHALL BE INSTALLED AS PER !u MANUEL GONZALEZ,AIA AR 96730 MANUFACTURER SPECS. U.N.O. PRE-CAST STONE APPLICATIONS, SHALL BE 'STONE 1 4. CAST FROM FOAM FACTORY INC. OR EQUAL, AND : r cor ,Flli.a i z o ; .........*........:.::.*'....�*­­'.....­' ; 3 INSTALLED AS PER MANUFACTURER SPECS i z cin ° 5.2.8 TYP. TRIM WORK FINISHES SHALL WRAP ALL OPENINGS EXTENDING AT LEAST INTO THE UNDERSIDE OF THE W � ------------------------------- . OPENING cc is a 2 METAL WORK IN INTERIOR AND EXTERIOR RAILINGSq_ o W m 5.2.8 6. AND APPLICATIONS TO BE FAUX WROUGHT IRON �' w 2 M 0 0 2 ................................._.. ............................... ALUMINUM I c�11,4 a ►� 0 = ..._................................................. _..........................................f.._... THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, 1 :z "' 0., Fy o W a c 5.2.8 1 1 7. ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE � H "' m MIS _ �, �--'/ ARCHITECT/DESIGNER A w 0 0 ^ J N .... i THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING; 0.) U w 0 0 = N HEEL HT. S0 z = - - - ...I.........._...... WITH THE SUB-CONTRACTOR/ MANUFACTURER ANDtn a - -- - - - - - - - - - - - ::.:: 0 � o ots ; / - - -- - _ - - - -- HEEL HT. @ GARAGE 8. THE ARCHITECT/DESIGNER IN WHICH ALL N ad (n ,- - - �' H��- ARCHITECTURAL APPLICATIONS WILL BE COORDINATED •► t__ g -- _..................................................... ..............................................................................._........... .........................................................I............._......._._._......... ................................................................................_....._._................ ............................................................_. w z T ....... ......................... �,.. �� O � p -4 .....�........ ........I.... .....1........ ...._.......... . .......................... ................_._.......................................................................... ........_......._................ .............._................ .................................I...........I........................_...._....., 6 CORNER TRIM AND APPROVED PRIOR TO INSTALLATION i x _____ 1 TYP @ FRONT ----]ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING D o E TYP. I I I ,--------------- - g a p (n 0 ...1 HEIGHT OF COACH LIGHTS WITH TOLL BROTHERS P.M. Q0.4 � _. ..... o �. 1..... 1 1 A _ 1 w z H = V n .r........ �..... 1........ I A E 0 1 I I 5.2.8 � A i c� w z o I I L._ ......l. o .< 2 _..1..... 1 I ; U cn .............. I I........ o, .< 0 A w Lu O 1........ I , r..... t.._.... _ C� ►a w = 4 I I I I = �,,� •�' x 0- �528V �__ ..._.L._. ___ �? ______________ ....., o A a. �..... ............................ ................. ►moi ................................._....... ................._................_...._......._ ------- ------ - .................................................. ..................:.........._................... —,-_________._.__.. _.___.___ !- ,_.., n ::::::::::::::::::::.:...::—..........I.......... .................................................. .......................... ................................................... I. I I I n 0 0 I 0 -0 FINISH FL . - ,.._ ...1....... .... - - - - - - - - _--_..._- 0 -0 F F N ... .... ........................ ............. ::::::::::::..::::::::: .... ... .......I.... ....... ..... WU- J i I W = oa : :.,. ,:, � � o •_ P 1J. --------------------l E . a p J � � m 10 6 5 z 5.2.8 5.2.8 < O 5.2.8 Z O w DRAWN BY `t w J. MORRELL z �m o Z FRONT LEVATI O N CHECKED BY W W Q _ H. CRUZ 1a SCALE. 1/4 - 1 0 CARIBBEAN SCALE 5& MuJ 22X34 = SCALE AS NOTED m a > . ¢ .� J o- ¢ �� 11X17 = 1 2 NOTED SCALE 00 = _ . / u_ w ( 0062 SHEET DATE � 0 9 __-_\ 02-08-16 Wok .2.8 �� I o SHEET REVISION INFO aOz _... --- F- co 0 / ........ ::::::::::W:::- :r.:::::::::::..... _ ROOFING PER M _ , _________._.___.___._ W (n ............................................. cn o �\ _ -W:.............._::..__......... ::::: :::-:-::::::::::-::::: :-::::::::::-:-::....... CONTRACT,, TYP .. Z -,.r ......_..................................._._-_............................:.................................. _...__...._......................_.................................................................. a z ,.. 1 .........._.........................................._...................................._......................... ..........._....__.._.__....._...._.___.........................._............................................... }� W Inm W 'ys I ................_..._........_......................... ....-,.-.I................................ ......................................................................_..............................._. : ........................................._..............................................................1..............................................................................................._._......._...................................................................................................................._....._._____ r-_ W Q 0 I 1 �// z = 0 w I --- �- _ _ _ _ __ _ _ _ _ _ _ ' �/ _ _ _ _ _ _ HEEL HT. DORMER SET REVISION INFO ...........................1.................. I......................... � � W � .. W I 1 oZ3 = c� _........._._.........................................t.._................_............................. ui -� ` _............... ........................_............................................................... I a. oC ap o �- �,- 1 1. .....0..................................................._........... ................,..�........................................................................_....................................................................... _. - .......................................... U w J z > Z r _>• ,© , = o .� .�...........................__............_.................................... ................�;\ FLASHING 3 0­4 w - 1 ......_......................................................_......................................................................................._..................................................._... ......................................................................._._...._.-.....................a........u..........._......... H ..........................._..................... r...................................................................... .. _ tz L.� = FLASHING v w t _..............................................._..........,........_..._._.........._.J.....o................................. _..... �. cn ..._...................._._.......__............._._.................................................................................._._._..................................................._......................................................................_......_.........................._......_............ ,.............................._..._....._............... _ a............................... ,._..__V......................................................................................................................................._. _._. ..................... I SHEET DESCRIPTION u0i w O Z I 1 w �__ I�// I TYP. � W p 1 / I __ b 1 V = z V ��� ............................................................ I ................................................................_.._....................._...................................................._............................................___._.................... ,, FRONT & SIDE I............................................................................................................. _................................................... .......... .................. ............................................................_.........._.............................................................._....................................................................................._...................................................................................................................................._............................................................_......................................................_...._............................. .... b Lu F-4 ,�' r I............................................................................................_.................................._...._............._.................................................._......................................._..........._... 1 ► 2ND FLOOR R m - --�- -- ELEVATIONS Qwz _- ' HEEL HT o - - - - - - -- - - .�................ ......_..............................................................................................._.........._..........................................................................................................._._....................................................................................................................... -- W - V -�LQITE�T. 141/ i ........ ..............................................................................................................................................................................................................................._............_....._..................._......................_................................................................ - - - _.............-....-........_.._.. - - - - - - - - - - -- - - - -- z z = 0 HEEL HT. GARAGE - - - - - _ _......._........._.._.... ....._..................................................._.......- ..... ... ............-....-................ -- W Z I E 1 1 -- - --- - - - -- - -- - - _______.4._____ C� J - - - - - - - - -- --- �„� __ _.___ - CO J Q ------ I II ,--i W DC _........................................_......................................._._.........._............... ........ .................._._........................_....._...................................._.__....................................................... ................................................. i W 0 (n Z 1 I _................. -� 3 PRODUCT LINE 0 4" CORNER o< ___ _.._ _..____..._.�________.._..__� ATLANTIC BEACH - HERITAGE ... ._......_................. ................................ ........................._.........................................................................._...._................................................................ ....._................... _ W 21z z I I............................_........................_......................._...._........... _ ......................................_...._......._......... TRIM, TYP. Ml�r Lu ._.........._...._................................................................_....................................................................................... ... ............................_.........................................................._...._..........................._............................................_...._........................ ........................._........ ...................................................._.._.._...................................._..._................_........... �..� ._............................_............................................................................... ....... ...................................................._............. - O 0 I..._.. _ r......................._..._ - �.. .............................................................................................................................................................................................................................. _._............................................................................_..._..._......._......._._.... - _ 1­4 1 i _................................................................................_..............................................1........ ...... ....._.}............................................._......................................................_......................................................_.:.......................................................... .._._. o � H U w ^ o co - I ..-_ :::::-:. , ... _ o ,-i � 0 zn - .-� 1 _..........................................._..................................... ..... ._..._......_...._..............................................................................._._._._.._... D v, ............ _. _..._......................._.........................................................._.................................................._........__..........._.... ........._.... ............... ........................................................_.........._..................................._._......................................... ........ ..................................... � COUNTY �--� W co _ � � _......._._._._ ............_..........._.._..................................................._.................._...._........._......_....................._._............._.__1..... ­­...­.........*.... ............... I _ _ 0­4Z O = i -- .__..�.__ . ..........­­......*...........*...**...*......*........*.........*....­­­.....*.....*.........**"*......*.....­­­.........*.................................­ W H oC COMMUNITY 108 ._......._.........................................................................................................................................................................................._._....._............._..............-............................................... ...._...._.. __ ............................................................_................_..................._._........................._..................................._.........................................._...._........................................._........................._........................................................................_......._......_.__........._..._._...................................................................._......................._.......... (n Z u_ t i j __._........._,,.._._..__._._.___.._..........,......................................................................................................_...................................................... .......................................................................... M ..... z o _ __ _- --- _ , ti\ _....._.................._........_._.............................................................................................................................................._............._....................................__...._....................................... .........._._..........................................................__ TBI NUMBER 108 z _________ Q. cn 0'-0" FINISH FLR. _ _ _ __ _ �_____ 1-1; _________ _ ,Q-ill _ - MODEL 14 i o -- -- -- - - .. ..- 0' FINISH FLR. Z � � � -..-............ a1. .:. . i .: L . O W :. — cn z 1. . oC Q a' w > ; �`0 1­4 `-- ---------------' W U- 0 a _ ELEVATION NAME V " wu_ 11 1 7 5 ;z u5.2.8 5.2.8 5.2.8 5.2.8 u� CARIBBEAN g 3- o i to a%= � � 0 Z =tlz ,.UZ.,, O Z z RIGHT LEVATION I 0P-4 "m _ ,_ „ ADDITIONAL NOTES AND SCHEDULES CAN BE Q SHEET NUMBER SCALE. 1/4 - 1 0 CARIBBEAN 0 = uJt_ _ �;p � = FOUND ON SHEET A5.2.81. �_ WLu � W = A5.81 0 W V J o o � ASPHALT SHINGLE ROOF SYSTEM � (D JZJLi QUF- O SERIAL NUMBER 1014.0 TO THE BW OF My KNDWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPIXES WITH THE APPLICABLE HIM"&WING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. February 16,2016 � V OF F Oz Q. 'oaoo N co W_ OFF��E Cop ` p b AR96730 a000 o m ---------------------------------- ------------------------------------------------ 0000 }- J 3 �----------- � FRES OO 0 5.2.8 TYP. i I MANUEL GONZALEZ,AIA I I AR 96730 N Z U_ I O .......... ........ Z o HEEL HT. ' ' ' `„ ....................._..... ¢ to PPT. R -- w We ' 1_4I I LU ce ; 5:12 ' (n w O o1 � a.ce zm i i w v, A pp N OI._......... .............._...... 5:12 L-- 0 0 � � ---- � w . , N [� Z ...... ........................................... r� i A w W = m 2 5:12 ° � ~ � __ _ _ 5.2.8 , --� N ' U w S o _ _ - � ............_.... _ v' 8 W _.................. - - - - - - -- -- - - -- - - - - - - - - I V4 00 00 ¢ � Z L - - - - - - - - _._.- - � I ,� 7'12 N S ............. i _ I ^ ' ►--�+ W 0 ^� I I co 1 _o ............................................................................................... _a�............................................................................................................. ................................_......................_.. o W o P ........_................. .........._...... ..........�..... - 1...... , w O , ......._......._............._.. cn o , I I A ...... .........E..........................................................._. .............................. CD W 0 C C I I i I hal Uw .............................................................................._.................................................................................. f........................................................._......................_....................._.. -I a. _ I i -------- a A ............................ ,...... , +Q 0.4 � LLJ a u' 4" CORNER I I oo .................................. d' x 0..,, Uj a � TRIM, TYP. ............................................ .-. ...._....._............................................................................... ......................................._._......................................................................... ' x o A cn ......................................................................................... o ¢z w -- .._._......................... 1..... I Q � _ " ................................................................................................................................................................................................................................................................... I C4 0 0 0 0 0 FINISH FLR. N = p ¢ OW L o � 10 a- m 5 1 4 LU 5.2.8 5.2.8 �528V5.2.8 0 0 DRAWN BY ROOF SLOPE PLAN SLOPE: 7:12 U.N.O. ]. MORRELL ui z � °° SCALE: 1/8" = 1'-0" CARIBBEAN CHECKED BY (n REAR ELEVATION� co ? H. CRUZ W Uj SCALE �- SCALE: 1/4" = 1'-0" CARIBBEAN - 22X34 - SCALE AS NOTED ma > J o ; ROOF VENT CALCULATION: 11X17 = 1/2 NOTED SCALE 0 0 = U_ � 2,961 SQ. FT. CEILING AREA (LIVING) = 19.74 sq. ft (REQUIRED) SHEET DATE o 150 02-08-16 ...................- -................ a o SHEET REVISION INFO t� O Z ------------- PROVIDE RIDGE VENTS, TOLL BROTHERS P.M. TO --- a FLASHING _ 0 ( - PLT HT ' o - - - - -- - - -- - - -- - - - - - - _.. ... ..............................._... ........_......................................................_..............................__............ VERIFY LOCATIONS � = o � --r J z ..-I I I z wW �, H E L HT. ........._ ................._._..........._........................._........._ Co - - - - - - - - - - - - - - - ....i.............._..._........_....._._.._..........__........... i.........._................................................................................_.._..._ m ��R1KE1 _ w ¢ o o.........................,............................_................._....._............... ........_................................................................................._............................................................_...............................................la......................._...._._........................._.__.................................................._..... .... SET REVISION INFO ..................................................................... ................................. o ,� ,.....0._._._................................._......................................................... ............ .. - +� OZJ = 3 _ - W = I .............................._................_. _._. 5.2.8 .......__. ._............................................................, ......_-- z , _ , J a cn - -- I ............. .........s. ........................................................._._................................................_.......................................................................................................... ......._...... ... LU CA. cc C7 w w i I W z ROOFING PER z 0 > I I � O I � r O .................................................... ................................................. .............................._................_....__........................................... _................................................._.................................................._.................._................................................................................................................_.................................................._..........................._...._..............._ z _ __ -____-____..................... .__....................._........................................_...._...._._...._....................................._..............._..._............... . �.... CONTRACT, TYP SHEET DESCRIPTION ow z 2ND FIN. FL R �11 - -- - - - - - - - - - - W _............................................._......._..............._........................................_......._................................................................................................................................................._........................................-___............................................................._......._.......__........._. .. ........................................._......_.................__._._._......._....__.._.............__.._............_................._......._............................................................................................................................... HEEL HT. �, w o z - I __ _ - - _ - - - - - REAR & SIDE H W O �. o o _.-- - -_ �-_ _ _ ELEVATIONS, & ROOF o _._._....._............_......_......._............._.................................................................................................._. ......... ............................. ............................................... ............................................................................................................. N m � t�' Z co -� ¢ co SLOPE PLAN !i Z = z ; -I----_-_ — towC� ......................................................................................................_......_....-._...._........................................................................_............._.................................................... i � _ ....._............................_. .........................__............._._.............._...........__.............................. I WUJ Z _.............. ¢ v, Ml�t _............................_....................................................... _ = PRODUCT LINE W O � _ ' _ ' ' o ATLANTIC BEACH - HERITAGE I I I I O U9 - OO tn _...................................._...... , Ve _......................_._..._.................................._-Q_...._...__.......__. _.._._..._._..,............... _..._..................... ...._........_._................................................................_. �"� 1 _ I I Z ......................................................................................._............................................................................................._......._....._....................................................... CC - ............ ......._......._........_......_._..... �........... _.................................................................................. I + 00 1 �� _ I i _.........__.._....__..... ...._..._.�,...._..................................._... ........................................................................................................................._............................. �.-- V � ........... .............................................................._. ......._....._...._........_._......_..... .._........_...._.................. ._ ._._.._..._................_....._..............._. ,. �ui DUVAL COUNTY W .................... ......................................._..._....................._......, ...................._..................................................................._........................................_................................................................._.._...._............................................ W W W \ ' I �- ......................................................................................................................._................................................................_............................................................................................_......_.............................................................................._.............._..........._..........................................._............................_...._.........._.................................._... o ..._................................_...................................._......_._.._....__.._...................................................................._................................................................................................._......_........_.............................. ... COMMUNITY 108 w 0'-0" FINISH FLR. _............._............._...._............................_...._.........................................__ --.... �\_.................._ __.._......_.........................._.................................._...._............................_.........._..._. 0 0 FINISH FLR. % Z zo z u- TBI NUMBER 108 z cn o z o MODEL a ^ � Q 4" CORNER o � 4 10 CUMBERLAND W ¢ TRIM, TYP. 5 1 a > z o � � 5.2.8 5.2.8 5.2.8 5.2. � wC] z �— ELEVATION NAME w W z ¢ W Z W w o CARIBBEAN LEFT LEVATION zo _ z z Z SCALE: 1/4" = 1' 0" CARIBBEAN CAN BE `t � W ADDITIONAL NOTES AND SCHEDULESSHEET NUMBER LU Z = FOUND ON SHEET A5.2.81. �--- o � = A5- 1 .81 ce D W m W V Z J ASPHALT SHINGLE ROOF SYSTEM --i o o w 0C SERIAL NUMBER 1014.0 ¢ U 1_ 0 i TO THE BEST OF W KNOWLEDGE,THE DESIGN DEKaED ON THUS DRAWING COMPLIES WITH THE APPLICABLE MINDW BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELM. February 16,2016 m SHEATHING OF F z INSULATION AS N REQUIRED WATER-RESISTIVE W BARRIER AR96730 0 0 STUD JOINT FLASHING AS REQUIRED J RE � -� RE OFFICE, COPY O O Q MANUEL GONZALEZ,AIA AR 96730 NAIL PER TRIM @ ROOF PER MANUFACTURER ...... ............ ................... 1x4 HEAD SPECIFICATIONS CONTRACT &CASING .................... z U_ r. 2-PLY�/116 zy LAP SIDING SHEATHING o / ........................._. 0.1 Q o (n 2x6 W 2 ROUND VENT @ = 2X RAFTER 1'-6" cn '_' _ ................... O _ CONCRETE 241, O.C. TAILS @ 24" LU w o c FOUNDATION 1x4 T&G O.C. =N , a cc -- m BETWEEN = T, <, p LAP SIDING NO H-a M 1 1 CORNER TRIM r-1 0 r. SIDING RAFTERS EL ,: H .... H METAL DRIP 1'-411 `` ................................................................................_ SIDING, PER ELEVATION�` ;.,; 1, 4„ :-, N PER O �._ 5/4 x 2", SLOPED PLAN ___. ____..___.._-- A z ................................................................................. A. a O -� ., • � `" �'� SILL ...... ..-. .� w ¢ :Y , 2x4 FASCIA H =;` _ Q - WAIST BAND= 2x6 RAFTER TAIL 1x6BAND U 0 @ 24 O.C. vW v ....STARTER , 1x6 STUCC D O STRIP Il APRON z = QELEVATIO ............................................................_. 0 og > oC to ---,� .......................................................................... x i US O 2; O FLASHING DETAIL a o Z � � � Ao Wao w z a = V 3 ET DETAIL 4 WINDOW DETAIL 5 TRANSITION DETAIL A -1:4 5 2 EAVE DETAIL BRACK 0 1 LAP SIDING DETAIL „_ 1 11 ,�_ 1 „ 1._ �_ „ °C U SCALE 1 4"-1'-0" SCALE 1/2"=1'-0" SCALE 1/2 -1 -0 A5.2.81 SCALE 1/2 -1 -0 A5.2.81 SCALE 1/2 -1 0 '• a a A W o ¢ A5.2.81 S / - A5.2.81 A5.2.81 .111" 04 w z x BE 0 z 2X4 SUBFASCIA os = Q w 1x4 TRIM 2X4 OUTLOOKER a � ~ '-' HEAD& SING METAL DRIP Q 2X4 LEDGER N Ci O FW- z a1"x6" FASCIA O 1x4 TRIM 1X4 TRIM � �-� O TRUSS LAYOUT ce LL. BY ENGINEER W 1x4 TRIM v 1X4 TRIM BOARD :-w:-_-:-. m LOUVER12 1 -011 a o ................................ OR DRAWN BY _.............. 7 0 LOUVER O cn ..................... .. ....._..................... z W� ...._ .............................................. .......................-......... i Q LL ........_..............._...... -............................... .............................................................-. .-........................... .......................... ,,>. WALL, J MORRELL ..................... _ .. ..................._............. ..._.................................................._._................. PER PLAN V "i o m ............... .................................................................................. .... 1X4 TRIM BOARD CHECKED BY z - ♦-+ O ............................._ .............................._.............................................. z .......... OUZ ..................................................................... _ ............................ M M H. CR ................. .. . Q Q' 0" ............ ..... w SIDING PER r >,! SCALE L U ................. ELEVATION 22X34 SCALE A SN Doce pi ma > J O � _ 11X17 = 1/2 NOTED SCALE o ......................................................................................................= 5/4 X SIL 9GABLE END DETAIL SHEET DATE w � 8 LOUVER DETAIL 0 0 3'-0° 1x6 APRO _ SCALE 1/2"=1'-011 1 SCALE 1/2"=1'-0" 02-08-16 � d0 A5.2.81 A5.28 ;,; c4 b SHEET REVISION INFO Cce ; a O z 11.2 = Uj mSHUTTER DETAIL5281 WINDOW ' ' ui = . 6 GADAGE DOOR DETAIL SCALE 1/2"=1'-0"oA5.2.81 ,= z SCALE 1/2"=1'-0" m m wA5.2.81 o ; 2: SET REVISION INFO w ¢ � � ,p cW ROOF PER CONTRACT i J W O z a = 11-4" Ln Ln B W Z O > Z PLT.HT.@ ENTRY i BEAM PER (n0-4 W O STRUCTURAL z V = 1x4 FASCIA SHEET DESCRIPTION 0 W z 1X BEAM TRIM - �, W o z 2X6 RAFTER - EXTERIOR ELEVATION ZU OO 2X6 W/3"ROUND Q I W i...� VENT @ 24"D.C. LU o DETAILS 41-511 1_511 11 >- ce p z W ' J 1 m oc o- z � � � p <C } O a 0 a [1_011 zz = in 2x2 J LU � J Q VE PRODUCT LINE Ce w = Z 11/2 CD PLAN VIEW W o cn Zo ATLANTIC BEACH - HERITAGE oc cn U) W 6 A 11.1 Op4 � 1" _ 0 r.1 LAP SIDING A5.2.81 LAP SIDING DUVAL COUNTY w U) W A5.2.81 4" TRIM 411x411 411 TRIM ,:� Z O w STRUCTURAL POST POST T' , SHINGLE COMMUNITY 108 Uj Z U_ ( ( SIDING TBI NUMBER 108 Z Z Oz ( - 1"x4"TRIM 211x4" z 1X6 BASE W/QUARTER ( N tV O ............ ...................................................................................................................................................... 1/2" SHEATHING MODEL Z z0 ROUND EDGE 2 I I 0'-0"FINISH SLAB o CUMBERLAND cn ................................................................. ......................-................t.......-..-..-.-.............................................................-........-......... ............................... - 4"x4"WOOD O SLOPE FINISH (n w z Q BRICK PAVERS I �_ �o C7 M p M p o 4"x4" POST ........................................................... ........................................................................ 3 I- a W .._.........................._......................................................-....-.....................-............. ,....-.. ;� POST , ,_., /11 w p d' -' ;T -' CAP ABOVE. ELEVATION NAME � w O Z F M Q M ................................................. ................................. W V U u' u- 11 11 INT. EXT. 2"x4" (�') CARIBBEAN LU o 0 4x4 4" TRIM w T, POST A a = � U_ Z f— c5 z = z z FOOTING PER STRUCTURAL 4 TRIM 'Q 4� A B q = SHEET NUMBER W � � o 11,2 = A5-2.81 O � 11ENCOSURE DETAIL 11'1 A ENL RE DETAIL A ENL R DETAIL� � � �o COLUMN DETAIL A _ o u' °° "' 11_ 1 11 SCALE 1"-1'-011 SCALE 1"=1'-0" SCALE 1"=1' 0" •-• z _ SCALE 1/2 -1 -0 5,2,$1 - 5.2.$1 5'2'$1 SERIAL NUMBER 1014.0 � ooU A5"2.81 oC QVE-- O �_ TO THE eEsr OF W KNDWLEDGE,THE DESIGN DWW ON nus DRAWING CDNK ES WM THE APP XULE MINIMUM BODING CODE IN EFFECT AS OF DAT:OF CERrIRCATION 010W. February 16,2016 . ROOFING PER Z 0 q. CD � CONTRACT, TYP. fi N , g° °o � ��0 o W o 0 OFFICE COPY AR96730 a 0 OC ; r �a040, acs �_ O O _ <, ..... RADIANT MANUEL GONZALEZ,AIA V I- i :::::;:::::! \\1 BARRIER TYP. I AR 96730 �., _.............. .. :Z:�:_,. ......... .; . _ ... :it : � 1. ;€E I < ::� . :: , : :: s . _ w. . zLL _..............._.........._..................................................................................................................... `- s `r - - O :; : - ........................................................................................................................................................ I: !<; III :i: :i I. TRUSS LAYOUT ......... . ::: o <,. - z a:E USS ' Z : : .s. xi P :? E l I, i#€ PROVIDED BY TR h O : :.:r F.-. � cn ; MANUFACTURER 11 11 : :: :. .. X.; ,. . z .<- cn . E:: W :; °! a: it O �..� €€€ i -` _ 1 COFFERED CLG. !III �� a cn W O BEYOND ,: 111 cc ,: ll Ir 1 I :1111._: ., o €` h Ii m W N cc z € ! .d. M ..Y.. N ,. .,. ,, _ «,Y, WFb i j3 t S �V � j f1r1L) 1L)II '%.3_%.:___UUf 1111- 6LV 1LJ11 %.: Rana - � - I - - - - - X 3 X X .. X X O It� �Y (^lF-4 §� I __ W 0Z��������� - - - - � F., 0 a- ? z 1, 1. 0 W ¢ .. y _ A ", 0 Q W =iii- Co ' :t %:! ..............................................I................::vittm. __1 :x._.............. .. . W 0 :..,:::::::t:::::�t:::i:::�:::::I:::::::::t:::: z :I— .. !�� ,;�:;;::Az;-:. ::U111.... ! : ..i i--- ol : : 19 ;; :1 1 44 O '. : ....." : ::� ; : I 1 ay s:':�cs,'a 9 1 QS 0 .. it 00 r"", -::::::::: ;� :-('> :t : i ,I`­...it <ti......., 0 17, :: : ; : ;: : I i : : 1 1"', III 11 III ii %n 0 0 €i:: : r•.i j a = i I �. ` i ' FAMILY , I 3 I I °° it . z MASTER i i ,: : : T a:�:M-i VER s T : : : N:: W BEDROOM ROOM ENTRY11 . :N ..: i HALL FOYER ' ' > cc l i> r i J W Z !! € €E I I ! i, ! I` € 1 ! : a:f - O O IE i ?u Nm.._. . �; it I: : :1111.-.:.. � . .. !I x it o :..N, MQ� " a .� _11, 5 O S .AJ. 5 :S:1.,U- :S `? i E ! ::i ;`z s 5 I_ w I. Z �1 A Iii I! ~ U 11 €1 is iE' l Q • , .I , ( 5 . . : i : ¢ � ,; }; I , W 0 € - ;1111.;` _. ,,........, t- is W < ;I .: i _!4 H _: :< ,. ,,::, :;' . I I cC Ia+ ��:: C� a it . . _. 0-4 - _ oU Ln :: :: . ..: ... ... ... ... . W /� ::... ... ; 1 ,.. ... ............ ....................................... ... :... . .;; ... 111:::1.. 111:::1.. .. ... 1:::111. 1111 :;... . z .. .. 1111 ........... ............ .._....... .. f ! .:: ..1111............ .. .. 1 :::.i ...1..11..1....... :::.. ...i 1111 ...:!:... ........... 111__1_.'!' i........ ....._..._:: ..:: 1111 ...........: :...........:::...........:!E........... i............i ............E E - ;1111.'. ...........::....... 1:111.. /� , .. 1111. 1111. 1111. 1111. 1 1 1. .... .... 1111 1111. i.i. : ...1111.. ............ ._......... ............ ... �':'f 1111. 1111 ... ... ... 1111... ... 1 .:. ... ..! .. .. ,. ... 1111 i , 1111. ......... .............. .._......... , .. ... 1111 .... 1111 t i ........... ............ ............ ............ 1111.. .. .. .. .. ... 1111. 1111. 1111. _. . 1111... ............ .. � .. � 1111. 1 1111. ... . ........... ............ 1111.. , 1111. 1111, E E ............ i < ...._.. ........... 1111.. 1111. .:.: ':. .:.: :... ...: .. ............. .. ......... 1111. ..:.:.i � 1 I s......1111. 1111.. 1111. ............ 111_1. 1111.. 1111.. .. .:1111 1111. ...; .:.'.:.: ;1:1'1:1 l.:. �: . 1111 1111 ... ...: ; 1111... 1111 �� . ..... 1111.. 1111 1111. _... ..... :.. _1111... 1111. .. 1111 1111 ..... .... ......... ......... ... .. E .. ... ! 1111. ............ f r : ��// + Li .. ....._... ............ ............ ! 1 I ... .. 1111 1111 1111. 1111. 1111. .. ............. .. 1111. 1111. 1111. .. .. «. ...:.1111: ...........: ............ ............i .-.- .. 1111. ._. 1111 1111. 1111. ... 1111. 1111 .._. 1111 1111 1111 1111. 1111 ..._ 1111. 1111. .... .._ ... ,. ... 1111 1111. .. .. .. .. ... .. ... 1111 «.. 1111 i :::1111 1111 :: I i ce Z ...._................................. I:::: . ............ ........... ... i............ .. , i :... ...E, 1111 111:1 11:11.. ...: 1 :1111 1111,,1111. ...i! }} ............. ............ ........... .. 3 c 7 ..1111... ............ ............ .. . , . _.1111 ............ . ... : I {........_,i .. 1111 ........... ._.......... ..... f. , i € .. ..........:::...........: .::;:i 1111..: ,1111 . 1111..;,:1111 1111. . 1111. ...........:!:1111... l............ W .. .. 1111. ......................... ... t � 1111.. . ., ........... .. .. .... ..... ..... r; .. ... .. ........... 1111. ... .. .. �.. .. .. _.-�: :;::_:. _'...::..... .....:._. ....; :... 1111. _. 111:::1.. 111:::1..' ;.......... ........: :1111... ;_1111..:::: 1111 :... ...:: .:..'1111:::... :11:11.. ... 1111 .: ..E - :;1111 1111! 1111; 1::::111 1111 111:::1.. ...•:::1111 . 1111. ...: :1:11.1:.. .. 1111 .......... ........ , {. ... ,_ ..._ ..._. ........ ....... A ............ .. I 1111. .. ... 1111... ... .. .. .. ............ z ............ , , ,f I . .......... 1111.., ! 1111.. _......._. 1111 1111. 1111...... ............ ............ ............ . ............ 1111 ............ 1111... ........... € 1 I ........... ........... : , O 1111. I. .. .. .. ........... ............. ........... . � 1111 ........... .. , i ........._ 1111..... : , ;1111 ... 1111. :1111 .. ». ... i :.. :...........: 1111 I €. „ ; � ... .. ._ . .. .. .. .. .. .. 1111 1111. ... 1111 ... ... O .. 1111 1111. 1111. ... ... ..... :. I... . ::1111.. ..... ... 1111.. ... ......_.. .....:.... ... ._.. ... ...:::... ...:.._. ._ :.._ ...:: .... ....:::... ...::;1111 ... .. ;;1111..;::1111..:: , 1111..; €1111..: 1111 . 1111... .......... ........... .. , . . . . . ... ......... ............ ........_._ ............. ........ ... ..... 1111 .. : 1111. i... ...1 i . 1:111 ...j::1111. ...:E;1111 1111 s 1111 ...; ... ...: .. ... ... 1111. €1111 i : . ............ ......_..... ............ ... 3! . 111._...1 .. ... : .. f , , .. .......... ............ ............ s : , €€ _1111_...: :...........!:i_......... i............:i ............i!i........_•i!p......... : . 1111... ............ .. i ! I, ......_... ............. .......... 1111.. 1111... i, 1111. � a. ... ..... ............. ........... .............. ,1111. .. .. .. 11_11. .......... ......................... .............: ........... .................... - .. ............ 1111. , € , ._ :...�. ,.._,_...__� ._tv;`,,._.. ....... 1111... 1111... , , i 1_11_1. _1_111 .. .._____: :�.._:. __-,. 11_11:_: :.._. :.: - - . 1111. 1111... jj€( i , ,_...:-._..._1_11_1,... _. f ......... 1111.. 1 3 .. .. 1111_,. __...� _____. �, ..�.... 1111. ._: 1111........ ,. 1111. 1---•'-, __ I ... .. 1_1.11_ - _____- .__ ___. . :€: :€ --�-<<... __ - _ ........... ............. ... � � �I _.. 1111...__ E, • .. _._ i ............: .. , 11_11_._. __.-_. ,....,..... ..1111.__, .._____. ___1111. ..-111_1_ .. I .. i i , 1111...� ........... i . i ... ............. 1111... 1111. 1111..:!:............ i �/� .._1111...: :...........:i V/ 1111.»...!;:... 1111 1111. _ € 1111. 1111. ..... .. :.' _. :..........:. :.1_111_.: 1111_._:,: ..,.....__. :_1111_.-. :......_...: ..._.....,,: :-1_11_1. 1111. ... 1111. 1111. 1111 ,. .. .. ... ... ., . .. , 1111 .. I... I. O ... 1111 1111 1111. .. .. .. ... .. ... ... ... ......... 1111. ... ....., 1111 1111 :: 1111., 4 _ 11:::11. 111:::1 ::... 1111. . � .. 1111... 1111.. 1111 1111 ;. ... ,; .. ........... ............ ........ ..........., .._. ... I._. 1111 ... 1111 ........ 1111 I ... .. .. .. ... ... ......................... ........::::: ... .. :I .. ............ ............ 1111.. : . .. ... .. .......... 1111.. ............. . .. 1111. •:............. 1111 :...........: •....._....:. ...........:::.......«. ::1111__...: I I ... ........ 1111... 1111.. .._....... ........... .. , .., �. a .. .. � ... .. .. ... . . i 1111.. 1111.. ....._.... € � ... �.. ,. � 1111 .. ... .,. ................................. 1111 l .. f 1111 ............. .. 1111. .. .. . ... ........... ........ 1 .. ,. - - - - . ... 1111 ........._.. i _._ .. ._. .. E......... 1 I ... ... .. .i. ,.. . . 1111 . _ _ U ... ........... 99. _, 111.1.__,,. - I . 1111.. ............. 3 _..__ _. _.__ __1111__ 111_1_..1__11_1 __..•.�._£:'-- �-�'. Z .. _ : 1111. ........... .......... ... E � .. .. .. .. _ __ - I.--1:111 1111 1111. .. I .. ___..,_ 1111.._ ,_ ..-_ ,.._._1111. ._ - I _._ , . _,.......... ... ! ... , ... ,---_. ___.. 111_1 _.__. i ...��... .. _._ .. :: .. }}.. LLI --_... _ .. I .,__._ 111»1._, i ............ . ._.................................... 31..... .I.... ._�_,.. __1111_ ._.._..,,.. 1111 1111. 1111. 1111 .. _, __ ._,..,._. s .. 1111 1111 1111 ... 1111 ... 1111 1111 .. ...i 1111 ...!i:1111 1111: 1111 1111 :1111 ...:, Z , .-111_1_. _-_ E i ...1111... ........... 1111. 1111. 1111. . s ............ . 1111 ... 1111 i 1111 , ,I € W ... 1111... ........... ... ... 1111 . , , ... ... ............ ............ 1111. .i ! c : ............ ............ ......... i' it .:1111 , .. ...E i `... ...i i:_____� ......... ...................... ... I I...........!i i�......,._.. € .. i i . € :. € ( 3 .......... .. 1111... 1111. .. ... 1111 1111 ... 1111. ... 1111 ... ... t` , 1111 ........ .......� 1111.. .. :.... i �. .. ........... 4 .. 1111. ... 1111. 1111. .. .. . ..1111.. t.... ..... • .. 1111. 1111 1111. ..... ...._....t 1111. E:. ... .......... .. ... ._ , f° . ,,.. ,:11:11 ... ... ........ ........__. ...........:..........,... 1111..:. :.......... .:... .. .. . 1111.................. 1111_ ... .... ......... :.:.:1111.. :::.:. :. ..: 1111._. �i , , �i 1111.... t i .. ... ........... . i:... ...! .. ...; .:.E; 1111.:. .. ............ ............. 1 ,........... ..1111 , .......... ............ .. jj �. .. .......:..... i 1111... 1111 ......... ... ... __ __. ,.�. 1111 I 1 .. .:. .:......... .......:..... 1111. .. .. I _ __ .`.':.' _ _ .,_ - c :.:.� 1111. 1111 .. €i.:. ..iii...-...,;__ - .. 1:111.............:. ............. f t i - __ _. .., ' ............ 1111... 1 .. _____. .,...._..- 1____111 ,_._....,. __.._._ 11_1_1_. _1111_-.: ...,_ .__._. { _.,,I j._..,-.f E:. .._€ C� t . € I i i i�-. lm..,__:,1111 li. .. i! - I i ::........... ............ ............. 1111.. ............ 1111 ! € .. 1 i :: ..•. 1111! ..........; H ,___ �_ .., •. ., 1_11_1 !__._. ::11.1__1.: _--._!' ____.. s€_._,_ ;.,_._.: --,; ---':t:----- i€---- 1_11_1, _.__.: :___ !_._-! E--'---€ --iii.._ 1111. 1111. ; :: :. .. :. i I. !� N ; 1111.: 1111. i ............. ::1111...: :1111. cc ............. l. 1 1111.: :1111.. i 3 ......:...:. 1111 1111:.. -_ - .__. ._ ,._ ..._ _.. ,.. -. . .. -1111... ...........i.............. j , _ 1111.. .............: .. .. O ... .. ... ::: it :' :-__'11111_.E;1111 _ is ' 0 .. .. ... :. _ ==!I ..... { -'-1 i i._-:. . :::_..: _. _.. '..._.....I i E }i : ............E i i.... I' i _1111_.._: 1111_._,-:::--,,,.-.;i!--_._,. I._.._....,: -...i i__.:.,.-.` W J :....:� :::::::::: ' ::::::::: 1 :::::::::::I :.......... : ...........: :......._..i;l............. L.......... ii..........'I ...........;li...........::1 Z : 1111...:: ........... : - � ate. O I Uce � A BUILDING ECTION UJ 0 0 ce U Z 0 a- A7,81 SCALE: 1/4" = 1'-0" CARIBBEAN DRAWN BY m � � ]. MORRELL z .o CHECKED BY o z H. CRUZ "' Wa SALE H a- � C cC Z W _,,, 22X34 = SCALE AS NOTED o J 11X17 = 1/2 NOTED SCALE- ::j J O0 0 = t o in � SHEET DATE 0 0 02-08-16 IM (n b RADIANT IM � 9 BARRIER TYP. SHEET REVISION INFO O cc ,.._ a O o --- = Co V u o I .. �--TRUSS LAYOUT Z ...--. SEE SHEET A3.N FOR >.. W z . ... INSULATION SCHEDULE PROVIDED BY TRUSS :. co co "' AN CT R _.. E............. „ ., ,., ,. ,", .�'1 . 11__,/'. .��,. „\,„,,,. ,.. ,.,�,,.� M,..., `�- ,.\,., ,.�. , .,\i,..,/,. f„ .,,,,y�,. •.\i'v., Ily-�„ E-+ /., k, Z , V, / �,. f Y..Y. ,.,� ,., ,'„;1111 .,�,', ,...Y.. ,X, x._ i!x'>: { ' SET REVISION INFO W Q D 0 ___ . ,, ,; `z ,j,CLG. LINE (A 0 W __._ sa M - J w ,� ,.....�::1 9 -0 O _ ..... : LL 1111... r ..:....::f �11 ce ¢ a. l............. _ ,�....:... 111 .._...._..._...._......._......__....................._...._..__.-..-...__ �,„_..,_ ...-.-...................._-......._............................ .,... coW - r,............. : : 1111 x I U' W i 1111 ._, _ _._.... I Z p' .. : ; _ ..: Z3.1-4 :. > : i:: > ! -�• � 00 ! ` ............... ' Ei I � W i:: � it ;l ..... i _- 4 - _ SHEET DESCRIPTION -:1111�: I i ,, Lo LU W li . : i i i _ STAIR RAILING AND I V) W 0 z :::: I �._. E- :y ._ r.' �! BUILDING SECTIONS O �;;=J 'r �, W � _ NOTEVz i i i _ I.; - ILING 11 _ M :: a a RA I"- W • . �/ E♦ : :: . 9 II �: :i ;; !: I I E 0 // ,� I Ie m a- z ....... IE �� I . it : E € �, W < - i' : : TO THE BEST'OF W KNOWLEDGE,THE DESIGN DEPICfFfl ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING a CODE IN EFFECT'AS OF DATE OF CE UMCATION BELOW. February 16,2016 F oce OF F (n coo �_ OOFFICE COP �� AR96730 DC a m 00 f�FRE JD O O MANUEL GONZALEZ,AIA AR 96730 Z U- o � Z Z O ~LU W cn WO V1 0� d clC .44 0 ow00 m ,..a w M CNI 0 LU LU O A w � i-- Co U w 00 = rn S o z = F- 00 ¢ � z ...................... ................................................................................................................................................................................................................................................................. .......................................................................... .................................................................................................................... ................................................................................................................................................................................................. ......................................................................................................................................................................................._..........................................; N : ......... w z = E Uj i ? i O O � o E; O I a o z W Q W.I.C. :-j _ w ¢ V .... .......... .... € oC UJ " WO ¢ MASTER BATH BEDROOM 2 aM I a d v W °� z BEDROOM 3 w a ..................................................................................................................................................................................... € o A E � o _ ¢ "' i ............................ ._............................i H .............. ' o €.... ....... .... ......... ...... .. W O J € I 0 CAR GARAGE c� ................. .............. cc ....... o _......................................................... LL. _.. t aW ____--_----.__-_-__- __�__ i O O J i ................................................................................................................... V ['' °�° aC cn 1 I . E E � Oce `\ LU ¢ ce0 3 BATH ! 0 %- DRAWN BY O cn UJ MASTER ® HALL a ® ; " I I. II { ]. MORRELL oc .......................... 10 X 10 W BEDROOM :i V U- ..... r`._.. .......... .......� m �......_.........e... ................................ ]LIMPER ------------- z _._ CHECKED BY Z 0 r_ _ .,_.._ cn ¢ __,__,____._, H. CRUZ A.0 to { WO'' STO R. LA U N D R Y = o.Uj .. ... ............ SCALE cc z W ( ________ __.__ .......................... _._. _,_ ............ l ............. \ :: : JOJ :; l........ ........................ — J �.. _ —7- -T _.-_-____ ___________-_,_______ _ ___________._-,.____-___ _ 11X17 - 1/2 NOTED SCALE ; _ _ .._...€ € �- W to COVERED ENTRY O O SHEET DATE J oc _ O E ............_...........__..._...__............... ... € 2- 1 HALL FOYER a o i f SHEET REVISION INFO o .................................................... --- o .......... ........ ... .......... .......... ......... ..... _.........._........ : f ..................................................................... LU E 1 W Z a � � z mLU LU W SET REVISION INFO W ¢ =BREAKFAST 3 W ' FAMILY ROOM DINING ROOM _ O z -j _ COVERED LANAI AREA KITCHEN ` LIVING ROOM � g � I i ....... E f C7 oC W LLJ SHEET DESCRIPTION D � wcn W o .. .......... .... FIRST FLOOR DIFFUSER En W O z H LU ; �- rT co ce Cl- 0 LAYOUT i i .............I i i i Z Uj c" _ Z PRODUCT LINE W Z ce V cn ATLANTIC BEACH - HERITAGE O 0 W 0 v 0 1-4 Uj w DUVAL COUNTY W 0U- � W = 0 COMMUNITY 108 Z o o TBI NUMBER 108 z z o z MODEL a � c� ¢ CUMBERLAND cn Oz � w z I— ELEVATION NAME � WwU- W z W O CARIBBEAN � (n W o Z = � Z FIRST FLOOR DIFFUSER LAYOUT t? u, ¢ SHEET NUMBER LU M W °- SCALE: = 1'-0" CARIBBEAN = oo � = DIFFUSER LEGEND �-- 0 � O M1 .81 o W m W ® SUPPLY m RETURN EXHAUST FAN ,..., z J V � 0 U- Z J FOR REFERENCE ONLY il~' SERIAL NUMBER 1014.0 TO THE BESr OF MY IOiOWLEDGE,THE DEMGN DEPICTED ON TM DruwING COMPLIES WM W APPLICABLE MINBAIIM BUILDING s CODE IN EFFECT AS OF DATE OF CBiTIFLC MN BELOW. February 16,2016 ,%0� Z N ~ OF F DC a W �O ce AR96730 m f Qa J � CO EFIC ° rsss 1 sTFRE G� 00 D V � MANUEL GON ALEZ,AIA AR 96730 zU_ � O p z Z o Z LLJ ui O � _ (nJLLj0 oc z m 0 OWJ ,� w M 0 0 CC3 a n LLJ a p WW Q H = Gp Q A Q w in U w LLJ S ko ¢ _ �"' °° pyo - - -- -- -- - - - - - - - - - - ---- - - - -- - _..—:::....-:::...-:::....-::: ...... :....1:..... :... :::....-:::..... — :.:...-:::.... .. - - - -- - - - - - - - - - -- - -- -- -- - - -- -- - -- -- - - -- - - - - - � o W ............. } N > � cn O aj,W O � � � I I a Q Z to paz W F- = 0 I I w n A z CC W Z d' I a. cn oc z U.1 I BEDROOM 4 a zw I Q x O ce p o, W � J I f6 N zQ I 1 � Occ I ! 0 o I 0 I - _ -____ _ _- -------_-....:: _�- ._..._._...._.. - :....._.... aao ................................................._....._............................ - c.� oc I I avLU 0 o cC 0 I p O cn I DRAWN BY QcC .............................. ...........................................................__._.._............._......__.._..............._..................................................... E ce t5 i W I B H 3 - - - - - - - I ]. MORRELL z 0° ...................... — — AT ._. CHECKED BY ..............................: : cn � Q I - - - - - - cc :............... H. CRUZ W �= - - - - - I LU SCALE ZW -_._.___.___. — ao ¢ J .................................................. 22X34 = SCALE AS NOTED ...........................__......-......................... WALK-SIN t .......... O — — — 11X17 = 1/2 NOTED SCALE Jia I AHU � I W I STORAGE #1I U_ 0 � of o I _. _ __._.__ _____ .___ _ ___..____ .._._._.._.__.___._________-____._.__ ..._.............__..................____� ATE ....., s t 02-08-16 a o 0 ce I I SHEET REVISION INFO a O z I I --- W m V I I � wzvi I I zcnot� I W I ! mmW � I LOFT LU i W I I SET REVISION INFO O (n -j _ I c g ~ a. oc m I I Z o � z I � I ,LU o w z I I SHEET DESCRIPTION LU z I ® I W z SECOND FLOOR = BUJ I I y I p I I DIFFUSERco ce R zLAYOUT : . :. ._ p ....................................< —......—..............: — Z U3 z (nLLJ J 'Q ce `l' = z PRODUCT LINE LU o °C v' z ATLANTIC BEACH - HERITAGE O p z W Lu = ow DUVAL COUNTY z 0 w LU I- � COMMUNITY 108 Z z o z TBI NUMBER 108 a • (nO p �i zz MODEL a o Z CUMBERLAND PceWQ W0ui � }- w z azc �-- ELEVATION NAME z W W o W CARIBBEAN aW � � z = z SECOND FLOG DIFFUSER LAYOUT z (�m Q SHEET NUMBER o z W SCALE: 1/4 = 1 -0 CARIBBEAN _ (�� � � DIFFUSER LEGEND F_ W = M2.81 o z � ® SUPPLY m RETURN EXHAUST FAN a o FOR REFERENCE ONLY '—' pC SERIAL NUMBER 1014.0 ' TO RIE�,T OF W KNOWLEDGE,ME DESIGN DEPICTED ON WO ELECTRICAL LEGEND �" ` �'��`� '�m CODE M EFFECT AS OF DAIS OF MMMM BEM. February 16,2016 tC F F { N SINGLE RECEPTACLE � °0000 00 °Q f. L. W DUPLEX RECEPTACLE A � nFFICE 0 � = o 240V RECEPTACLE MM6730 t� m �b SWITCHED RECEPTACLE ° 0 0 DUPLEX RECEPTACLE (220 VOLT) RED 0 p SINGLE FLOOR RECEPTACLE MANUEL GONZALEZ,AIA AR 96730 DUPLEX FLOOR RECEPTACLE SWITCHED FLOOR RECEPTACLE U- Z o QUADRAPLEX FLOOR RECEPTACLE z `j' ccGFI GROUND FAULT INTERRUPTER off = �U.1 ce a W P WEATHERPROOF GROUND o W EP ELECTRIC PANEL a w M 0 p n ......... .... .......... .......: 3/4 EMPTY CONDUIT VP VAPOR PROOF � � � � W nn a. z TO 2 ] BOX w/ BLANK ® RECESS INCAND. (EYEBALL) FIXTURE ' H W = co PLATE IN GARAGE > I SINGLE FLOOD - WALL MOUNTED O A w i- o p U w 0 0 FI HB. DOUBLE FLOOD - WALL MOUNTED C3 o a _...... ............................................ .............................. ............................. -.......................................................................................... s z .................................... _ SINGLE FLOOD - SOFFIT MOUNTED ........................... . .. ................... ...._..... ....._................................. ............................................................................... ........................... _ T. _ ..............ice_ ........: . . . : . : : : : ................................................................................................................ ........................., ............., f � > cC cr) _..__........__ _ `. W � � � �: FOR IRRIGATION GFI � DOUBLE FLOOD SOFFIT MOUNTED '~ � Uj VP i x I I D L : : f. _ :m:_....._....._ 1 \ - ! SURFACE MOUNTED HANGING / PENDANT - CEILING HUNG W I " i ! € a ? off W.I.C. " I I s o � z I x OPT. I I �, BEDROOM 3 ! v ELECTRIC L INCANDESCENT FIXTURE - CEILING a A o '.'-' .,. ! , ! :GFI MOUNTED w a Iyn ,. BEDROOM 2 - 3 - G.D.O. - 0 - - - INCANDESCENT FIXTURE WALL MOUNTED A cC Lu Z cn a IMASTER „ \ _ I poll r i Ii RECESSED HIGH HATLU a A w if / ce - -- - �„ Z I BATH \ \ \ 2 FT UNDER CABINET FLUOR. FIXTURE O A ................ ......................................................_......_...._............ ....................................................................................... s I I � �;� � I I __,-_� / / 1 �-� 3 FT UNDER CABINET FLUOR FIXTURE Z ®. - / - a = a .............. .........�........_.. ' \- ,i/ / 48 4 FT UNDER CABINET FLUOR. FIXTURE . 00 —; f , 0 \ N i 3 ' STRIP LIGHT h+ W �+- J \ T. --� 12X24 FLUOR FIXTURE oCie �, ! _ ___..._.__.—.__ 0_ _.___ - ` ®S �C -'f D ! TWO CAR GARAGE O W v 12X36 FLUOR. FIXTURE o p : f ---- OPT. WP n a w _.........__._ _ _.____ _.__.. _.............__._._..... . ___.___ _.._ ._.__ 0 i �_�- 12X4 FLUOR. FIXTURE o ................................ .._...._.__... 8 U U oA E . . ...Y,..... ........ ... .. .. GFI ..., — HALL '� _ F ;�--_ ......._�::...::. ��..- ( � ��.�::. � m ,/ `•Y... �� .�. ��. � 24X48 FLUOR. FIXTURE W o MASTER _•f _ r_._._ ____.__.. ... - ;E ATTIC ACCESS ♦ / G. o. cc v Z © �\♦ ,,, 1 i GFI: , D� a o W/ LIGHT& EXHAUST FAN cC BEDROOM .,, 0 0 T3 ' BATH 2 ---- SWITCH i DRAWN BY cn _ ! Z W �� . ..... ._ ..._.._.. ; ! j` ,moo EXHAUST FAN w/ LIGHT Q cC J 33 E W -, � M J MORRELL �\ r - Ek - ' I . METER .................................................................................................._........: ........................._;.................................._i : ! _ _ ELECTRIC CO E I : _...._.. 4� , --..- LAUNDRY G.M. CO. METER E . , , CHECKED BY ........ ...... . . ..... ... : . STO \......... w.�. I �- ::::....::' _yI SMOKE DETECTOR/CARBON MONOXIDE H. CRUZ E a. / ..._ .... j .....:_:.v....w.. .._ SD/Co SCALE �. 5D/C6 1w o ...... \ DETECTOR • W cc z __.____ .__.___....______.__.� ___.___._.__ ._._...__._ --- ,......_ - _ ,.-.....- :: :: ” SD SMOKE DETECTOR i :...� -::::- / ......... ......... ......... .. 0 4 SCALE AS NOTED m ¢ > \_ .... ................................................................................................ / _ .�, . . :... .., 22X3 i ..........._ . :? _... E J __...._..__. - -- Z �._ _._ _ 4_ ._ �__._ _ . __. ____..__.____._____._____,___.____ .____._.__._._._._.__._.__,_.______.__ __._._.-.-_.__._._._._.______.__..____ T___._.___._.__.___.1.___._. $ SINGLE POLE SWITCH 11X17 - 1 2 NOTED SCALE o �- / \ -' i --COVERED ENTRY LU cn �' ' MIN. 6" ABV. DOOR FOR ! '' ;; i ... _u w ....... /' 3 WAY SWITCH 0 0 SECURITY SYSTEM FOYER _ $4 4 WAY SWITCH SHEET DATE 0 / / r- ..........._._........................................................ / --- I I ,/ "'� DIMMER SWITCH 02-08-16 ....................................................: : e/ UNDER CO LATER �------- --�` �'� i 4 PUSHBUTTON SHEET REVISION INFO o r~ :, \ / / I I I . D.B. i........._..._...... 4o DISCONNECT SWITCH a°C. o z �/ wP� , . .. - - - - -- - - - - - - - -- -- - - - - - .............X�........................... --- o µ �" - .__...L >- ! \......, /..... -..... ......... . UNDER COUNTER— - _... _. "' m :: GFI FI - - - - -- - - - - - - -- - - - - -- - _............... JUNCTION BOX ............._................. E 1 FOR DISP. __ ' 3 � © TV JACK z = o cD _ / \♦ ......................... ; PHONE JACK - PREWIRE ONLY z S , W : ' - T THERMOSTAT z :: �. � �, ,� / GFI: m oo ...........4.; E r , / HOOD i' � � \\, SWIT FOR \ / 1 ; D PHOTOCELL - SOFFIT MOUNT 1 LU = 0 w ,,- . ;/ DISP. 4 f VENT Q PHOTOCELL - WALL MOUNT SET REVISION INFO CA J BREAKFAST UNDER COUNTER °-- - =1 W '/ �i J : ( / I WP [� ELECTRICAL PANEL o -� W ....... v' - AREA FOR LIGHT �, OURME �; -/ .............. sP SPEAKER WIRE FROM TOP OF WALL LU Z FAMILY ROOM KITCHEN GFI: } \COVERED LANAI ; : \ ,............ I ! I .... K 4 KEYPAD a m z o W z \ GFI . �! > DINING ROOM :, f i ~ o \ .': .........`. . LIVING ROOM o CHIMES LL' o �♦ \� ` ? STRUCTURED PANEL (A.K.A. SMART BOX SHEET DESCRIPTION OR DISP. ---- ' o w cn !--' _ --..::_......::::::.:....::::::::::...:.:.:::.....:.; i F----a COMMUNICATIONS BOX, MEDIA BOX, HOME (A W O Z - -�___....—_�- ..... .......... .......... ...... '- - - ....._ ........ .�-. ~ c� W o .�...._. i - / DIRECTORY) FIRST FLOOR Z V E- LU GFI...... G.F... INT. cc ...... .._..... ......... ......... ......... .......... .......... .......�- oJINTERCOMELECTRICAL LAYOUTm wP� .. .. 8 W — -- — __ ___ -_—-__ - _ _ a o -........... - --- _ f- - -. _ $_ FOR REFERENCE ONLY ,� v _� ............_--:.:-.-....- .........................................__. _ __----_�- ____ _ _ -- __ - ____ __ - _ _ __ ____ ................................_... SCHEDULE & NOTES H � Q U ......................... _ zz = Z SHB W Q a a o z PRODUCT LINE o ATLANTIC BEACH - HERITAGE ce Z z- 0 0 ~ 0 ~ Uj W DUVAL COUNTY cn W OU- (n W = o COMMUNITY 108 P w o z TBI NUMBER 108 m z o z o MODEL < $9 Q CUMBERLAND oZW LU > � WOZ W U- Z Q F— ELEVATION NAME z U W o w CARIBBEAN LU aW � Uj i"~ z0 Z vi W Q SHEET NUMBER W z W m FIRST FLOOR ELECTRICAL LAYOUT _ oo = � SCALE: 1/4" = 1'-0" CARIBBEAN SCHEDULES, & DETAILS = Elm8l 2 W ADDITIONAL NOTES, S , 1 0 W m ~ z J J Z J CAN BE FOUND ON THE EN SHEET. 0 120 1 SERIAL NUMBER 1014. TO THE BEsr OF Nr KNOWLEDGE,THE DEncn DEF%TED ON THIS - ELECTRICAL LEGEND MW���WMT� MIN"B�� CODE ur EFW M OF DXM OF CERMCM014 BELOW. February 16,2016 V c:lZ SINGLE s RECEPTACLE � a� srs � f UJCo DUPLEX RECEPTACLE 240V RECEPTACLE AN6730 ;2 cof b SWITCHED RECEPTACLE o a DUPLEX RECEPTACLE (220 VOLT) FREp SINGLE FLOOR RECEPTACLE OFFICE 0 MANUEL GONZALEZ,AIA AR 96730 al DUPLEX FLOOR RECEPTACLE U_ ij SWITCHED FLOOR RECEPTACLE � z o ¢ tn � 99 QUADRAPLEX FLOOR RECEPTACLE o � s GFI GROUND FAULT INTERRUPTER LU cc a 0 W P WEATHERPROOF GROUND _ o W EP ELECTRIC PANEL en o A a IS a N w ~ VP VAPOR PROOF ►..a o W z ® RECESS INCAND. (EYEBALL) FIXTURE � H w = m O A .� SINGLE FLOOD - WALL MOUNTED U w 0 0 0 = DOUBLE FLOOD - WALL MOUNTED 8 0 ..............................................._...._._._..... ........,.... ,.... g SINGLE FLOOD SOFFIT MOUNTED ui °; z ( I DOUBLE FLOOD - tp SOFFIT MOUNTED ~' 0 0 I x I �, o o I I HANGING / PENDANT - CEILING HUNG W Q z I I INCANDESCENT FIXTURE - CEILING a A Q I MOUNTED w A o I BEDROOM 4 - A z LU z INCANDESCENT FIXTURE WALL MOUNTED U cn I �•, UJ a0 I ________ ® RECESSED HIGH HAT cc ............._..................................................................................... .... "' o I - ---- 2a 2 FT UNDER CABINET FLUOR. FIXTURE 36 x M W �--� 3 FT UNDER CABINET FLUOR. FIXTURE o ¢ I 48 4 FT UNDER CABINET FLUOR. FIXTURE cc STRIP LIGHT w N o a I \\ 0 12X24 FLUOR. FIXTURE ce C:) I D 12X36 FLUOR. FIXTURE 0 o I ^__.__.__.___.__ _ __.____._.___._ '� !._.__ ___.._ .___._..__.__. O 12X48 FLUOR. FIXTURE ...� f, .........`........................................................... ......... °C m I u \ 24X48 FLUOR. FIXTURE ¢ cc a I I I EXHAUST FAN 0 0 TH 3 DRAWN BY z LU sp/co CO I �y I ® EXHAUST FAN W/ LIGHT 1. MORRELL LU z ELECTRIC CO. METER o z I GAS CO. METER CHECKED BY cn ¢ a °C u, ( ' '— ® SMOKE DETECTOR/CARBON MONOXIDE H. CRUZ = a i — — — — — — L SD/CO DETECTOR SCALE m ¢ > I .... .... ........ .a..... ......... .................. — — — — — _ I sD SMOKE DETECTOR 22X34 = SCALE AS NOTED J -----.:.._.0 11X17 - 1/2 NOTED SCALE i I WALK-IN AHu I SINGLE POLE SWITCH _ �- u, I #1 \ �- STORAGE � $, 3 WAY SWITCH oI ........................................................................_............................................................................................................,-.............................................................................. \, I 4 WAY SWITCH SHEET DATE W t --- I DIMMER SWITCH 02 08-16 .. ... .........................................................................: o PUSHBUTTON SHEET REVISION INFO o DISCONNECT SWITCH = m JUNCTION BOX o U z (n ( LOFT I © TV]ACK Z 0 PHONE JACK - PREWIRE ONLY ¢ W Z � I I m THERMOSTAT W PHOTOCELL - SOFFIT MOUNT W w I I Q PHOTOCELL - WALL MOUNT SET REVISION INFO w z aUJ i O ELECTRICAL PANEL a g I I sP SPEAKER WIRE FROM TOP OF WALL c� W z I I K KEYPAD z0 > � I I T cn w o I I ® CHIMES c� Z c=n I I STRUCTURED PANEL (A.K.A. SMART BOX, SHEET DESCRIPTION UJ w o z i I3 COMMUNICATIONS BOX, MEDIA BOX, HOME = z o I I DIRECTORY) SECOND FLOOR ce I I ANT. INTERCOM m a z w C) I .: . . :: ...... I 0 ELECTRICAL LAYOUT ;.., ........- - - F REFERENCE ONLY SCHEDULE & NOTES m z = L- U.i _j m LU o � z PRODUCT LINE LU ce0 ATLANTIC BEACH - HERITAGE ce 00 w ui p w w DUVAL COUNTY z p w � z COMMUNITY 108 z o z TBI NUMBER 108 z MODEL Q ^ v0' ¢ E3 W Q CUMBERLAND a > UJ ELEVATION NAME Q o LJJ z p CARIBBEAN a = � � p z = z0 Z �-+ z ui mLAYOUI Q SHEET NUMBER w W SECOND FLOOR ELECTRICAL £_ oo � = o � SCALE: 1/4" = 1'-0" CARIBBEAN ~ _ w ADDITIONAL NOTES SCHEDULES & DETAILS = E2.81 0 w co '~ z J ~ CAN BE FOUND ON THE EN SHEET. � _joo � U 1— 0 SERIAL NUMBER 1014.0 M THE BEST OF W KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WrrH THE APPLICABLE MINIMN MWING CODE IN EIM7 AS OF DATE OF CERTIFICATION BELOW. z r-4 ►-+ OF F TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING UJ F- 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE cOK'_ BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS FOLD UP WEATHER HEAD FLASHING TIE-IN MECHANICALLY FASTEN AS WEATHER FOLD UP WEATHER �° AN6730 °° RESISTIVE BARRIER & INSTRUCTIONS: NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER & OFFICE COPY Ka. JEATHER RESISTIVE BARRIER ABOVE TEMPORARILY SECURE 0 0 2. SCORE & FOLD W THROUGH FLASHING BARRIER TEMPORARILY SECURE RED U CR HEADER TO ALLOW FOR FLASHING INSTALLATION 1. CUT, FOLD UP &TEMPORARILY MANUEL GONZALEZ,AIA 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE SECURE WEATHER RESISTIVE WEATHER AR 96730 BARRIER RESISTIVE BARRIER ABOVE HEADER TO EXTERIOR z LL INSTALLATION FLASHING BARRIER SHEATHING o O 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD WEATHER TAPE 6" SILL PANIs ZZ o FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE RESISTIVE 2. INSTALL HEAD FLASHING UNDER 2 in BARRIER WEATHER RESISTIVE BARRIER Z "' i' ASSEMBLED 00 off _ : :: �: 3. FOLD WEATHER RESISTIVE -n WINDOW ) -n W o~ :::T:;. ti: : :.. SILL PAN o. oc :7;: `'......:.. oO BARRIER BACK OVER HEAD 2 cocn (n � cc z FLASHING AND SEAL WITH TAPE _ _ � ..... Lu _jo w R a:. :' :: :::':.. c) c) FLASHING cu a W :::: H a o ::r.;:? :::::........ DO NOT FLASH J W a �:f:::::.77:•:. :. OVER BOTTOMCORNER OW co ...:. NAILING FLANGE A ew� PATCH 0 O W :tiv. ::r.::::::r:. © o H .. :. :.�:. a z NOTES: ob s 0 O ..r.. : :::::: : N ,'.T:. ,a:::::.,.:: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE W .. :.ea::::::: O .-. •:.M:. :•.l':::::::::: W z FLASHING (MIN. 6" WIDE). CONFORMING TO LAMA 771-07 K� u, .y:. :..ro. FLASHING W O '' :............ 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF a p Z cn p o Q Z WINDOW SILL PLATE. a O WONOP4 _ s:...:...:: V :.�::::::':::: NOTES. Z A a ::L:::•:::::::: 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. "' 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) A .� z :.c.......... a CONFORMING TO HAMA 711-07 � �"~ a ,�; o =r:.::.::'. 4. INSTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED 04 A r........... W � z BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 O a o3r. af 1-4 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS QZ 3. MECHANICALLY FASTEN AS NECESSARY o H � a ceOW N UJ z J ETYPICAL SLIDING GLASS DOOR FLASHING DETAIL E,�_2 TYPICAL WINDOW FLASHING DETAIL = O p- o D3 N.T.S. (EXT-1) D3 N.T.S. (EXT-2) a o J OPTION - A ohm ce- ULu Oz _. 0 0Err FLASHING a � � CONT. DRIP EDGE DRAWN BY L3 r W CANT STRIP ACROSS DOOR HEAD M. STRICKLAND co ........... z - TO DIVERT RAIN WALL PER PLAN 0 ~-o Z SILL PLATE WALL PER PLAN CHECKED BY o a W c 0. SWAFFORD = a ~ �- 2 O RAIN DRIP SCALE ce Zui SEE NOTE #2 °o a > 1" EXTERIOR REGLET 22 X 34 = SCALE AS NOTED 0 0 a DOOR _ 11X17 = 1/2 NOTED SCALE uii (=n WALL SHEATHING U- C cn WITH WEATHER EXTERIOR INO C:) o RESISTIVE BARRIER - SHEET DATE bec�: cnn � UJ o \ LAµ 0 ce NOTES NOTE. SHEET REVISION INFO O z 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) = CONFORMING CONFORMING TO LAMA 711-07 THIS DETAIL ONLY APPLIES AT EXTERI R ~ w z ui DOORS THAT HAVE NO IMMEDIATE OV RHANGS Z = o Z 2. INSTALL SILL FLASHING AS SHOWN ABOVE ABOVE THEM AND DOORS THAT HAVE SECOND '`t W z STORY WALL ABOVE THEM. m co W 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS Z z w SET REVISION INFO O (nWW WATERPROOFING AT EXTERIOR DOOR EXTERIOR WINDOW Lu Z (Q = ce CL ce Km (E;__5� EXTERIOR OPENING OR BEAM E -_6HEAD DRIP DETA . EXT_7 HEAD DRIP DETAIL z °C > Z w O o D3 N.T.S. (E _5) D3 N.T.S. (E -6) D3 N.T.S. (EXT-7) a z z c SHEET DESCRIPTION wc z 0 W O STANDARD Z 9 NOTES & DETAILS c� aWO im. W Q U �zz = o wL Ce ocj� o PROJECT NAME ui oLu ozW H = o w � (n W z O W Z a=_- ce LOT/BLOCK ZZoz TBI NUMBER M o o MODEL N Q Wo in Q CT � ce 0. W ALL o � � C) wUz < ELEVATION NAME ZWWO d= g a o ALL uj W_ O m SHEET NUMBER o zQ = cn H 0 Wco W J V }W.. -100u- rr Q V F_ 0 AL NUMBER 1009 ROOFING PER CONTRACT. (CONTRACTOR TO MAWM roFMr'crioNn MEAM W111�►cr WON"NGs V URU PROVIDE PRODUCT APPROVAL FOR ROOFING `°°E�" "S°F°"'1°F` 'r'°" °'" NP..41SYSTEM) ON A.P.A. RATED SHEATHING PER PLAN SPECS. of r _ PRE-ENGINEERED WD TRUSS, 24" O.C. � m INSULATION AM67M TION BLOCK SEE PLAN 0o OFFICE Co TRAP SEE PLAN FOR F °° ���� 0 S RE R ALUM. WRAPPED 2x MANUEL GONZALEZ,AIA WOOD FASCIA NAILED AR 96730 z o 16dTR 24" O.CTAI� W/ (2) o @ -y-y-n zz `r c` nc on ce METAL DRIP Z � = EDGE ___�__ CEILING INSULATION Lu cech a cOc CONTINUOUS VENTED s-- - (SEE ENERGY CALCS.) oW °J° SOFFIT; WOOD LEVEL 1/2" RIGID GYP. BD. 00 LL_ -� RETURNS WHEN IT 00 o STUCCO SOFFITS ARE DBL. 2x SYP. WD. w °° N Lu � a M Cie. � z REQUIRED TOP PLATE � �1 Lu t � U.1 = °° MIN. 7 8" ST 2x SYP. #2 WD. STUDSle- <C H o ON GA V. (3 COATS @ 16 O.C., TYP. p A w 0 0 = ) REFER TO WALL INSULATION U w z = SELF FURRING FELT ELEV FOR SEE ENERGY CALCS. cn S z BACKED METAL LATH PVERHANG ( ) � I w 2x SYP. #2 WD. HEADER O w O STUCCO SOFFIT SPECIFICATION: -SEE SCHEDULE PAPER BACK LATHE W peeml aj / x cn o CONTINUOUS VENTING NAILED SCHEDULED WINDOW W a z TO TRUSS TAILS AND A TYPICAL (SEE FLOOR PLAN) a O Z F- STUCCO FINISH WINDOW ATTACHMENT u, o COMPLIANT W/ FBC-R w z a ce z o `t 2x SYP. #2 STUD @ 16" A 5 Be w z MIN. 7/8 STUCCO (3 COATS) O.C., TYP. '� `� a A a o ON GALV. SELF FURRING O a 04 Z PAPER BACKED METAL LATH '- Z WALL INSULATION O p _ Z w x a (SEE ENERGY CALCS) Q o EXTERIOR STRUCTURAL a o � 0 0 SHEATHING PER CONNECT WALL PER = o a PLAN/SPECS FRAMING DETAILS Or N 0 2x SILL PLATE FINISHED BASE MOULDING ?. G cc m WATER RESISTANT BARRIER 3/411 GYPCRETE OPTIONAL UJ o Z (2 LAYERS REQUIRED): PAPER TOP OF BACKED METAL LATHE & 3/4" THK. Q a0. ROOFING PER CONTRACT (CONTRACTOR TO T&G SUBFLOOR FLOOR POLYETHYLENE HOUSE WRAP GLUED & NAILED TRUSS z 0 uJ PROVIDE PRODUCT APPROVAL FOR ROOFING OR APPROVED EQUAL SYSTEM DRAWN ¢ roc SYSTEM) ON A.P.A. RATED SHEATHING PER BY Z �m PLN SPECS. M. STRICKLAND ZTO FLOOR TRU2x RIBBON SSES FASTENED o Q (AZ �P­--El"v"GINEERED WD TRUSS, 24" O.C. CHECKED BY ce = aw. INSULATION BLOCK PER TRUSS ENGINEER 0. SWAFFORD Z wSEE PLAN mQ > GALE SEE PLAN FOR STRAP BATTo ' _ PRE-ENGINEERED WOOD FLOOR 22 X 34 = SCALE AS NOTED ALUM. WRAPPED 2x TRUSSES VERIFY W/TRUSS-- INSULATION REQUIRED 11X17 = 1 2 NOTED "- `" WOOD FASCIA NAI ENGINEER FOR TRUSLAYOUT) AT GARAGE (SEE / SCALE O ° TO TRUSS TAILS Wj ED ENERGY CALCS) O 16d_ 24" O.C. / O SHEET DATE �; @ 1/2 RIGID GYP. BOARD O oc I METAL DRIP W o z EDGE _�M__ CEI 1/2" GYPSUM SHEET REVISION INFO LING INSULATION WALLBOARD ON STUDS = m cvn -- --- - SEE ENERGY CALCS. DBL. 2x SYP. WD. TOP PLATE ( ) W/ WALL INSULATION Ln o SOFFIT CONTINUOUS VENTED (SEE ENERGY CALCS WOOD LEVEL SCHEDULED WINDOW ) Z = RETURNS WHEN 1/2 RIGID GYP. BD. m m w STUCCO SOFFITS ARE DBL. 2x SYP. WD. WINDOW ATTACHEE FLOOR MENT 0 J REQUIRED TOP PLATE HEADER , SEE FRAMING Lu = o W COMPLIANT WITH FBC-R PLAN FOR SIZE AND DEPTH z W � f� x SYP. #2 WD. STUDS SET REVISION INFO O (n _j w MIN. 7/8 STUCCO (3 @ 161, O.C., TYP. � z COATS) OWCALV. cn SELF FURRING REFER TO WALL INSULATION c BACKED METALLATH ) � � °° ELEV. FOR (SEE ENERGY CALCS. Z o > z VERHANG (nW o 2x SYP. #2 WD. HEADER w z rA STUCCO SOFFIT SPECIFICATION: SEE SCHEDULE o 2: ui Ln PAPER BACK LATHE W/ p HEFT DESCRIPTION V) w0 = � CONTINUOUS VENTING NAILED z cw ETO TRUSS TAILS AND A TYPICAL SCHEDULED WINDOW STANDARD STUCCO FINISH SCHEDULED WINDOW cc o SEE FLOOR PLAN (SEE FLOOR PLAN)W NOTES & DETAILSQ o w -> v EXTERIOR SHEATHING TO 1/2" GYPSUM WALLBOARD ON EXTERIOR SHEATHING TO 1/2" GYPSUM WALLBOARD ON z m = z BE FLUSH WITH THE EDGE STUDS W/ WALL INSULATION BE FLUSH WITH THE EDGA STUDS W/ WALL INSULATION cn •--4 _j a OF THE FOUNDATION, 1/4 (SEE ENERGY CALCS) OF THE FOUNDATION, 1/4 (SEE ENERGY CALCS) ui W � Z GAP BETWEEN FOUNDATION GAP BETWEEN FOUNDATION � o AND SHEATHING 2x SYP. #2 WD. STUDS AND SHEATHING PROJECT NAME ce w z ,z APPLY A LIGHT COAT OF @ 16" O.C., TYP. 2x SYP. #2 WD. STUDS O '-' CEMENTITIOUS COATING TO APPLY A LIGHT COAT OF @ 6 O.C., TYPE o CEMENTITIOUS COATING tO o FILL VOIDS & HONEYCOMBS 2x P.T. SILL PLATE FILL VOIDS & HONEYCOMOS o uJ 2x P.T. SILL PLATE u- w WATER RESISTANT BARRIER WATER RESISTANT B N ARRI R z o = 0 (2 LAYERS REQUIRED): PAPER CONNECT WALL TO FOUNDATION LAYERS REQUIRED): P ER CONNECT WALL TO FOUNDATION w BACKED METAL LATHE &Ln �- cc PER FRAMING DETAILS �2' ACKED METAL LATHE & E z o z '� POLYETHYLENE HOUSE WRAP PER FRAMING DETAILS LOT/BLOCK � z o z OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE POLYETHYLENE HOUSE W P �, o . Z O OR APPROVED E UAL SYS, EM SHIELD UNDER Q METAL TERMITE TBI NUMBER SHIELD UNDER SILL PLATE R SILL PLATE rn Z b o �- WEEP SCREED FINISHED BASE MOULDING WEEP SCREED FINISHED BASE MOULDING MODEL "-' o z MAIN FLOOR777 cr oc LL, a MAIN FLOOR W o ELEV 0'-0" z a ELEV O'-O" _ ALL Q uw z iV_ z 4 c I I— N Z W — a III a - I ELEVATION NAME w O Z _ a III d III= 4" CONC SLAB W ( — w II / cc = i I d I ( (- 4 CONC SLAB W/ ALL ,Q w w _ VAPOR BARRIER I ' VAPOR BARRIER I . C Z = z 0 M M - '�w SEE FOUNDATION SEE FOUNDATION >, W En m PLAN FOR SIZE AND PLAN FOR SIZE AND SHEET NUMBER O z w cn EXTERIORTYPE OF FOOTING TYPE OF FOOTING �;0 WALL {� z 1 SECTION WITH WIN DOW 2TWO—STORY WALL SECTION �-. � oo � D7 SCALE. 3/4 = 1'-011 1'-OD7 SC . 3/4 = 1 -0 SERIAL NUMBER 1009 TO THE BEST OF W KNOWLEDGE,THE DESIGN DEPICTED ON THUS DRAWING COMPLIES WITH THE APPLICRKE MDDMINA BUILDING ODDS IN EFFECT AS OF DATE OF CEIMFICATION IR:LOW. SET MIRROR 3 FROM SET MIRROR 3" N END OFF BACK SPLASH MIRROR=VANITY -5" FROM INSIDE CORNER DRYER VENT (TYPICAL) ��P W °° a GAS PIPE (TYPICAL) AR9673 �j o FOR GAS DRYER ONLY ,� o� m _ _ }' J 11211 -- - - - i OFFICE ginn r ° 00, 000° OOO i = � RE COUNTERTOPS O 0 OY Se DRYER VENT (TYPICAL) MANUEL corvzALEz,AIA 36" HIGH X _ AR 96730 GAS PIPE (TYPICAL) (VANITY-5") MIRROR M > FOR GAS DRYER ONLY11 1 U- OUTLET BOX _ _ __ __ _ "' a 1/4" MIRROR DRYER VENT BOX- z zz CENTER SIDEWAYS ATTACH PER MFR. z IN BACKSPLASH O D D O 1/2" RECESS 0 INSTRUCTIONS W DRYER VENT BOX- Fri Fri W = FOR MIRROR ATTACH PER MFR. aW. m �,;� 0 2X4 HALF WALL O INSTRUCTIONS _ .1 cc z J YORKTOWN P.T. SILL PLATE �, P.T. SILL PLATE �, w M o "''0 b o "' TRIM MM MIRROR (IF SLAB ON GRADE) ,� (IF SLAB ON GRADE) A a a Cis W o CABINET o W a VANITY MIRROR INSTALLATION INSTRUCTIONS: H ~ mo 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. WITH PEDESTAL O A w 08 0 = o v, z z i- 2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE. IT LT "' oo o o CORNER. (YORKTOWNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE KNOCK OUTS FOR TOP, • 0 $ W NOTE: BRACKETS REQUIRED IF BOTTOM, OR REAR VENT LOCATIONS. o3.o COUNTERTOP CANTILEVERS MORE THAN 10UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED u, BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM x 12 +/- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. LENGTHS PER MANUFACTURER'S SPECIFICATIONS. ED ¢ z A O F- = O w '"'' V V� A INT-1 KITCH EN HALF WALL DETAIL (,NT-2 MASTER BATH MIRROR WOOD TRIM DETAIL INT-3 DRYER VENT BOX FOR DRYER ONLY z cC LUZ " 1-0II SCALE: 1/2" = 1 -0" (INT-1) D8 SCALE. 1/2 1 (INT-1) D8 11 SCALE: 1/2 '-0 (INT-3) - 1A ►�a A W w z = w O a a' n TILE OR STONE ON 1 2" COMPARE p A �- / x 5 z w TOLL APPROVED TILE BACKER (REFER HARDI BACKER BOARD MANUFACTURER'S TO CONTRACT SPECIFICATIONS)ce OVER 4" EXT. PLYWOOD DIM OF TUB & a O w WALL TILE ON 2X4 FRAMING. PUMP LOCATION N = zQ m P64O 0 aa. W 40 2X BLOCKING BETWEEN REFER TO FLOOR PLAN, VARIES - SEE PLANS 00 a m STUDS (3 WALLS) VARIES BY MODEL UJ o z 1 ROW OF TILE Q oc 0 VINYL LINER (3 WALLS) E DED 5 0 o (on- UP WALLS Z . t 2X4 @ 16" O.C. DRAWN BY a o g o C SHELF M. T z u- m 100/o SILICONE S NT BETWEEN cc o (1) CERAMIC CORNER S RICKLAND z 0 TILE BACKER A ET BED 0 SHELF AT 48" A.F.F. o 2X4 LEDGER CHECKED BY Q m FLOOR TILE 0. SWAFFORD = W OOR TI o r+ x DROP IN TUB x ~o X4 P.T. THRESHOLD . - . W a 2" SHOWER DRAIN SCALE cce o a > ,'j Q + 22 X 34 = SCALE AS NOTED 2X4 CRIPPLES -' F- Q ' • ' ' - ' ' • • ' ' = 11X17 = 1/2 NOTED SCALE 00 = - U- 00 00 TILE T DOOR W 2X4 TO BE P.T. SUPPORT UNDER SHEET DATE d PRO-SLOPE HR WHEN IN CONTACT TUB AS REQ. BY 0 PRO-SLOPE V WALL TILE W inADJUSTABLE LINER SET IN SEALANT @ �- ~ W/ CONC. MANUFACTURER'S. o SHOWER DRAIN NGE OVER ROOFING FELT PLAN SHEET REVISION INFO � Oz W m 2" SHOWER IN FR-33 DROP IN TUB DETAIL ~ wzcri N TE: D$ 0 = 0 z SCALE• 3/4" = 1'-0" (FR-33) Z � NOTE: 3/4" X 9" RADIUS MARBLE SHELVES VILL E ACT SIZE AND SHAPE VAIRES BY MODEL AS SHOWER ELEVATION Q W z BE USED IN LIEU OF CERAMIC WHEN MARBLE/ ELL AS PLUMBING ACCESORIES. REFER TO m co � MARBLE TILE OPTIONS ARE SELECTED. A CHITECTURAL PLANS BY MODEL. �P z = o W G�`�`� ����' SET REVISION INFO M J WSHOWERCURB ON FRAMED FL R _ STANDARD SHOWER SHELF LOCATIONPOST= I � INT 5 END � W z � � TIED INTO FLOOR QPM $ 1I = 1 I D$ _ INT-5 JOIST BELOW EXTEND TO a a c m SCALE: 3/4 1 -0 ( SCALE. 1/2 1 -0 ( ) Z o � z BOTTOM OF FLOOR JOISTS. ti � cn000 E- W = END POST TO PENETRATE 0 W� SUBFLOOR. rn SHEET DESCRIPTION (n ui 0 W o STANDARD z W FACE NAIL END POST TO — m ce � Z BLOCKING. NOTES & DETAILS Q W O Lu Q 2x BLOCKING BETWEEN w 0 FLOOR TRUSS AGAINST cn •- Q END POST. PROJECT NAME WwQ � W 0 n oz SUB FLOOR. ' O W z W ju LU W W z �o W ceinn\`\` / 01 LOT/BLOCK W C)Eo \`\`\ -' TBI NUMBER z cn O �� /moi �� �/ \\�\\Cyd y //moi // /�//moi /,i.0, o -% ; ;� �' MODEL 1•V Q r1 Q ' ' '' �'' ' ALL WX:o >.. '' ;'�' ,-'� ' NAILS(TYP) C) w uj z Q FLOOR TRUSS. ; ol ELEVATION NAME N V' r- W zW O ALL (n � W a = � � c �~ zO wSHEET NUMBER >- Wccm -c 0z = L c�0 � FR-34 HALF WALL TIE-IN DETAIL I— pZJ UJ -' V D8 J o o � N.T.S. (FR-34) QO QUH- O ALSERINUMBER 1009 x z