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1759 MARITIME OAK DR - ARCH DRAWINGS }r k TO THE BEST OF MT X NMEDGE,THE DESIGN DEPICTED ON TMS DRAWING COMPLIES WITH THE APPLICABLE NDWMJN BLBLDING r CDDE IN ENN ECT AS OF DATE OF CERTIFICATION BELOW. June 29,2016 ` N~ O F4 00 @j W �P ° ° V10 14' -1k:: = FO �rl IHI T [1? rl 11 a Flo e a v AR9673 RED A i MANUEL GONZALEZ,AIA 0 AR 96730 D Z ,f Qo � O a-y W Uj n m GRAPHICS OU- W J ABBREVIATIONS �' 0 00 o o LIST OF DRAWINGS PARTIAL SECTION INTERIOR ELEVATIONUj # NUMBER FIN. FLR. FINISH FLOOR P.S.I. POUNDS PER �' `� w 00 C4 N M & AND FLR. FLOOR S DARE INCH � o W a C1 Cover Sheet - Index of Drawings _ ETAIL NUMBER _ ETAIL NUMBER Q = EQUAL FND. FOUNDATION `� H W � CO GNI General Notes RAWING NUMBER ___ RAWING NUMBER .QUA OU ATION PSL PARALLEL STRAND aj o @ AT F.P. FIREPLACE LUMBER O A w o A/C AIR CONDITIONING FRT o = . FRONT P.R. S LAB LAYOUTS BUILDING SECTION DETAIL CALL-OUT �-. POWDER ROOM U w $ ABV. ABOVE FEET P.T. PRESSURE TREATED 00 Q z _ _ DETAIL NUMBER _ ETAIL NUMBER o � o A1.82 Slab Layout for coastal _ _ _ ADJ. ADJUSTABLE FTG. FOOTING PT. LD. POINT LOAD00 Ce z A1.N Slab Notes, Schedules, and Details __- ___ RAWING NUMBER ___ RAWING NUMBER A.F. ABOVE FLOOR F.O.M. FACE OF MASONRY PWD. POWDER g p o � o A.F.F. ABOVE FINISHED FLOOR PLW. PLYWOOD �, o AHU AIR HANDLER UNIT GAL GALLON o z FLOOR PLANS , ..CEILING HEIGHT CHANGE ALT. ALTERNATE G.A. GAUGE R RISER a Z 03 s o ALUM. ALUMINUM GD GARAGE DOOR RA RETURN AIR O O A2.82 First Floor Plan and Notes for Coastal CENTER LINE GFI GROUND FAULT RAD. RADIUS `� A 00 "-' z A . 2 Second Floor Plan and Notes for coastal B.B.Q. BARBECUE INTERRUPTER REF. REFRIGERAT R w z A o a 3 8ELEVATION MARKER SPANISH TILE BD. BOARD 0 A 5 W � Z A3.N . Floor Plan Notes, Schedules, and Details GL GLASS REINF. REINFORCING o SHAKE SIDING B.F.F. BELOW FINISH FLOOR G.W.B. GYPSUM WALL BOARD RM. ROOM A —SLAB RECESS BOTT. BOTTOM = >Q- R.O. ROUGH OPENING Z SIDING BR. BRICK W EXTERIOR ELEVATIONS H HIGH RQD. REQUIRED O aLOa A a BKFST. BREAKFAST x o Elevations and Notes for coastal FRAME BEARING WALL BRICK HB HOSE BIBB R &SH ROD & SHELF a AS 82 Front &Side O Uj —� CALC. CALCULATIONS HD. /HDR. HEADER R.W.C. RAIN WATER CHANNEL a S -� A5.1.82 Rear &Side Elevations and Roof Sloe Plan for Coastal INTERIOR WALL NON-BEARING STUCCO FINISH = z ac P `` C.J. CONTROL JOINT HGT. / HT. HEIGHT w Ny c� o A5.2.82 Exterior Elevation Details for Coastal CMU MASONRY WALL = _ EARTH HORIZ. HORIZONTAL SF/SQ.FT. SQUARE FEET CL CENTER LINE SGL SINGLE `_ CLG a GABLE END WALL INSULATION CEILING O v a m CMU CONCRETE MASONRY UNIT INSUL INSULATION SHT. SHEET BUILDING SECTIONS Uj o Z FRAMED KNEEWALL - DECORATIVE STONE C.O. CLEAN OUT INT. INTERIOR Sl.. SHELF < oc o A7.82 Building Sections for Coastal _ COL. COLUMN II.L.O. IN LIEU OF SHWR. SHOWER W DROPPED SOFFIT _ PRE-CAST LINTEL/ HEADER COMP. COMPRESSOR SL. SLIDER z O DRAWN BY a Ceoc CONC. CONCRETE KS KNEE SPACE SPECS SPECIFICATIONS S.PROFFITT CONT. CONTINUOUS S.P.F. SPRUCE PINE FIR z �OWO DIFFUSER LAYOUTS sPRG. PT. SPRING POINT L LONG CHECKED BY ~'o Z M1.82 First Floor Diffuser Layout for Coastal cin Q DB. DOOR BELL ,�V LAVATORY STD. STANDARD j W Ce - M2.82 Second Floor Diffuser Layout for Coastal LLRY'' LAUNDRY STL. STEEL F. MEZA 1 } LL, DBL. DOUBLE CL DR.&SH. .Ilii LINEN STOR. STORAGE SCALE M W z DOUBLE ROD AND L' _ LAUNDRY TUB = 0o a ? ELECTRICAL LAYOUTS -DECO. DECORATIVE T TOP 22X34 SCALE AS NOTED o Q DET. DETAIL M.B. MASTER BATH T&G TONGUE & GROOVE 11X17 = 1/2 NOTED SCALE Lm E1.82 First Floor Electrical Layout for Coastal __ DIA. DIAMETER MAIC MAXIMUM TEMP. TEMPERED 41 0 0 � E2.82 Second Floor Electrical Layout for Coastal DIM. DIMENSION M.C. MEDICINE CABINET THK. THICK SHEET DATE DN DOWN MFR. MANUFACTURER T.O. TOP OF 06/29/16 o EN Electrical Schedules &Notes DR. DOOR MIL. MILLIMETER to11j U T.O.B.B. TOP OF BOND BEAM a o . , DS. DOWNSPOUT 141N. MINIMUM TR. TREAD SHEET REVISION INFO k o DETAILS STANDARD NOTES & D D.S.S. DENSE SELECT STRUCTURAL MIRR. MIRROR TRAN. TRANSOM Boz DW DISHWASHER ML'DG. MOLDING TYP. TYPICAL _ 4 ' ' & Mils ~ w z ;; h# _ 1 MILES PER HOUR DWG. DRAWING M P.H. Z o D7 Standard Notes & Details MT METAL THRESHOLD UC UNDER COUNTER a W z D8 Standard Notes & Details E EGRESS U.N.O. UNLESS NOTED m E.E. EACH END N.T.S. NOT TO SCALE OTHERWISE o _j E.W. EACH WAY Uj = W EL' O.A. OVERALL V.B. VAPOR BARRIER o ELEVATION SET REVISION INFO o ,� w ELEC.. ELECTRICAL O.C. ON CENTER VERT VERTICAL z ENCL. ENCLOSURE O.H OVERHEAD V.T.R. VENT THROUGH ROOF aENG. ENGINEERED ppT(` OPTION AL 0 oc w z EQUIP EQUIPMENT ppm;, W WIDE z o o EXT. EXTERIOR OSB OPENING W/ WITH � � W = ORIENTED STRAND BOARD W.C. WATER CLOSET —SHEET z V u, DESCRIPTION o PED. PEDESTAL SINK WD. WOOD W o Z COVER POLY POLYVINYL WDW. WINDOW W I.C. WALK-IN CLOSET z w P.S.F. POUNDS PER , >. 9 a o SQUARE FOOT WP GFI WATERPROOF GFI SHEET z N ABBREVIATI N a i1' o HOUSE ELEVATION O S W.W.M. WELDED WIRE MESH DESIGN CRITERIA W.W.F. WELDED WIRE FABRIC ► V zz = z ABBREVIATION FULL NAME ELEVATION CODE <, Uj < a MAN. MANOR 03 Ce PROJECT NAME W = SINGLE FAMILY RESIDENCE - GROUP R3 CL o cn zo WIL. WILLIAMSBURG 07 Ce Q z TWO TORY - FRAME BUILDING TYPE: V - B PRO. PROVINCIAL os ATLANTIC BEACH o o ? � CHA. CHATEAU 09 NDESI N BASED ON FLORIDA BUILDING CODE RISK CATEGORY. II VER. VERSAILLES 10 HERITAGE o CLASSIC 18 5TH DITION (2014) WIND DESIGN BASED ON ASCE 7-10 cam' DUVAL COUNTY - 13O MED. MEDITERRANEAN 19 � W TRADITIONAL 20 z - = o - F.B.C. 5TH EDITION (2014) RESIDENTIAL ULTIMATE DESIGN WIND SPEED - MPH TRA. TRA LOT/BLOCK 102 Z F- ce U_ COU. COUNTRY MANOR 21 z o Z F.B.C. 5TH EDITION (2014) MECHANICAL NOMINAL DESIGN WIND SPEED - 101 MPH TBI NUMBER 102 E : z o z HER. HERITAGE 22 Ln o Z o F.B.C. 5TH EDITION (2014) PLUMBING EXPOSURE - B CMN. CIMMARON 8 MODEL z W 05- ,n CFT. CRAFTSMAN 31 L a o z F.B.C. 5TH EDITION (2014) ENERGY ENCLOSED BUILDING MSN. MISSION 30 ANASTASIA `4 r a- � > CON E RVATIO N _ SCL. SPANISH COLONIAL 32 W W o Z INTERNAL PRESSURE COEF. +.18/ .18 BOR. W � z < F.B.C. 5TH EDITION (2014) FUEL GAS BORDEAUX 33 ELEVATION NAME o 0 W u.. BRO. BROUGHAM 39 Z W o FOR WINDOWS & DOORS SEE FLOOR 7 �► I— o F.B.C. 5TH EDITION (2014) ACCESSIBILITY RAT R RE REN. W COASTAL � PLAN FO C UAL P ESSU S RENAISSANCE 40 � � . � Q W � � VIE. VIENNA 41 NATI NAL ELECTRIC CODE 2011 (NEPA 70) TUS. TUSCAN 44THI DRAWING AND DESIGN IS VALID ^ � 04o CLS. CALAIS 46= z . . . FOR 12 MONTHS AFTER THE DATE IT REVIEWED FOR CODE COMPLIANCE Z HE � W CAR. CAROLINA 48 SHEET NUMBER a W z W ca ASC 7-10. MINIMUM DESIGN LOADS IS SIGNED AND SEALED OR WHILE ITv. ITALIAN VILLA ss CITY OF ATLANTIC BEACH d "o t=- FEM RULES & REGULATIONS CURRENT CODE IS VALID SHN. SHINGLE 62 EEE PERMITS FOR ADDITIONAL _ - � ,� � cOc � PBC. PALM BEACH 80 REQUIREMENTS AND CONDITIONS 3 Q W m W6 -. tz P-.4 z J CRB. CARIBBEAN 81 REVIEWED BY: va �6" "' J' CST. COASTAL 82 U J ERIAL NUMBER 1010.1 O ✓ e k TO�BW of Mr OMMGE,TW=0 oMCM ON nus - GENERAL NOTES CM, � ' t° V DOORS&WINDOWS .-� PLUMBING NOTES Y c 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND N vi USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN RESIDENTIAL AND SEQUENCE TO INSURE THE SAFETY OF HE BUILDING AND ITS COMPONENT PARTS HEIGHT&5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44"OFF THE �� OF F( DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO,THE ADDITION OF FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54"A.F.F. ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26"ABOVE ,`Q� �0 f000 , �.1 WINDOWS GREATER THAN 72 ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT CO o U WHATEVER TEMPORARY BRACING,GUYS OR E-DOWNS MAY BE NECESSARY. GREATER THAN 24" OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, 0 4 � THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. EQUIPMENT, ETC. 0 O O WINDOWS INDICATED WITH (E) OR(EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. SHOWER HEAD o AR9673 CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE 7'-4" 0 HEIGHT OF SHOWER HE � 00 � ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS,ALL GLAZING AT TUB AND AD AT SECONDARY BATH SHALL BE 6-10 ,l' 0� SHOWER ENCLOSURES AND WINDOWS LESS THAN 60"ABOVE STAIR LANDINGS OR TREADS SHALL BE `r STRUCTURAL DESIGN CRITERIA TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2014 FBC 2411.1.2 GENERAL NOTES FRED41 A� _. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND U- LIVE LOADS: ROOF 20 PSF (REDUCIBLE) SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. MANUEL GONZALEZ,AIA p z RESIDENTIAL FLOOR, UNLESSOTHERWISE INDICATED 40 PSF STEEL DORS NOT LESS THAN 1/INCLID WOOD DOORS NOT LESS THAN HES (35 MMINCHES )TH35 ICK,OR 20 MINUTIN E FIRE-RATED DOORSSOLID OR . CORE AR 96730 Z O BALCONIES/DECKS 40 PSF 3 CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION THE ARCHITECT SHALL BE '4C cn NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. cC 40 PSF WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING,TO FIT WINDOW OR DOOR SIZES, PRESSURE Wz W STAIRS 10 PSF TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2"TAPCON SCREWS, 6" DRAWINGS SHALL NOT BE SCALED. ATTIC WITHOUT STORAGE 20 PSF FROM EACH END AND 12 C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ in W O ATTIC WITH STORAGE (2) ROWS OF 10d NAILS AT 10 C/C. INSTALL SOFFITS PER FBCR R703.1.3 AND R616. p a m HABITABLE ATTICS 30 PSF SEE ROOF SLOPE PLA ' cC z 30 PSF WIND BORNE DEBRIS REGION N FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). 00 O W J SLEEPING ROOMS N u" 3000 PSI EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE ® ob N 'p � CONCRETE CONCRETE UNLESS OTHERWISE INDICATED SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE 9 p STRENGTH OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE O W z @ 28 DAYS MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE a W �- ■ APPROVED NOA AND THE CONSTRUCTION DOCUMENTS THE MOST RESTRICTIVE RE a REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 o PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOREQUIREMENT SHALL NOTIFIED. Q cl 0.4 w ALL REINFORCING BARS ASTM A615-60 60,000 PSI _ ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI GYPSUM WALLBOARD -<p H z = POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF8 Q z FIBERS PER CUBIC YARD PROVIDE 1/2 NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8" „TYPE X„GYP. BOARD ON ALL 0 A � o p O CONCRETE ASTM C90-01 STANDARD WEIGHT UNITS fm=1500 PSI MORTAR TYPE"S” 1800 PSI GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE �,,,) W N > w z MASONRY CONCRETE Gk6UT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. g k O � O UNITS: DURING CONSTRUCTION HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8'ABOVE FINISHED FLOOR. i O *� STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD � ® Z v, p' 0 (nZ STEEL: WELDS: E70XX ELECTRODE ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY ,.._, H = 0 o SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARD. x V WOOD BEAMS RAFTERS JOIST PLATES: w p FRAMING: ROOF DECK: PLYWOOD C-C -D EXTERIOR or OSB YELLOW PINE (19/o M.C.) A V � Q / , a o 0 FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED(48/24) GLASS BLOCK A F•� Lu z WALL SHEATHING: W A �" PLYWOOD C-C/C-D, EXTERIOR OR OSB MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S- 1800 psi AT 20 DAYS Z - VERSA LAM BEAM: Fb = 2900 PSI(2.OE) EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. A x Z Z WOOD COLUMNS: PARALLAM .OE U.N.O. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. .� a A uj WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: BUILDING IDENTIFICATION a p� o - ce p TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF PP lal p O APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH 0 o ui zTOP CHORD DEAD LOAD: 10 PSF 20 PSF POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE x °� Q PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4 TALL AND 1/2 THICK AND CONTRAST WITH a BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF THEIR BACKGROUND. TOTAL: 40 PSF 50 PSF STUCCO a WIND UPLIFT RESISTANCE: 10 PSF 10 PSF ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8"THREE COAT STUCCO cC SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL Lu 0 UPLIFT AS PER SPECIFIED CO ES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD PLYWOOD PANELS. a o LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. CL O (nCONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. Q � WOOD FLOOR DESIGN LOADS: - cC TRUSSES: DEAD LOAD: 20 PSF OUTDOOR KITCHENS V m LIVE LOAD: 40 PSF ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. DRAWN BY v zp CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE O z TOTAL: 60 PSF FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR GRILLS OR COOKTOPS. LL _ W. GRIFFIN _ "' ANCHORAGE ,, CHECKED BY FOUNDATION/SITE PREPARATION: m Q > .Lu TAL ANDALL METALIRE LATH SHALL BE LAPPED 1 INCH MINIMUM. ` _ - S. LEE J O J 1. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,500 PSF, SCALE I— ¢ 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL U-O p = FOOTING EXCAVATIONS AND SLAB SUBGRADE HALL BE COMPACTED TO A DRY DENSITY BE PLACED NOT MORE THAN 6 INCHES APART AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE 22 X 34 = SCALE AS NOTED U) � OF AT LEAST 98%OF THE MODIFIED PROCTOR AXIMUM DRY DENSITY,DETERMINED IN TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. 0062 ACCORDANCE WITH ASTM D-1557.TREAT ALL OIL FOR TERMITE PROTECTION. 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT 11X17 = 1/2 NOTED SCALE c� 2.THE OWNER SHALL RETAIN THE SERVICES OF A INDEPENDENT GEOTECHNICAL OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST % INCH AND CA ENGINEER BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE SHEET DATE O TO VERIFY SUCCESSFUL COMPLETION OF SITE P EPARATION EFFORTS. LOCATIONS ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. a O z FAILING TO MEET THE GEOTECHNICAL ENGINEEI 'S REQUIREMENTS SHALL BE RECOMPACTED 11 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1Y2" INCHES LONG HAVING A HEAD NOT LESS THAN AND RETESTED AT THE CONTRAC'TOR'S EXPENSE,AND AS DIRECTED BY THE ENGINEER. Y8 INCH IN DIAMETER. SHEET REVISION INFO qac 3.WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY,AND THAT THE MIRRORS Z Z - COMPACTION REQUIREMENTS HAVE BEEN MET 5 HALL BE MADE BY THE GEOTECH. ENGINEER. MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. j aWcn coLuH.V.A.C. NOTES i THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: w a o o TERMITE SPECIFICATIONS: Z = W MECHANICAL,RESIDENTIAL,AND ENERGY CONSERVATION p O (n _j = SECTION R318 PROTECTION AGAINST TERMITES MOUNT ALL THERMOSTATS AT+4'-0"ABOVE FLOOR. W z TERMITE PROTECTION SHALL BE PROVIDED Y REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED ALL INTERIOR&EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE SET REVISION INFO I w (n >,- PESTICIDES, BAITING SYSTEMS,AND PESTIC DES APPLIED TO WOOD,OR OTHER APPROVED METHODS WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES.THE H.V.A.C. 'Q CL m OF TERMITE PROTECTION LABELED FOR USE PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. Z O > z SECTION 202, REGISTERED TERMITICIDE). U ON COMPLETION OF THE APPLICATION OF THE TERMITE F-., PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING ELECTRICAL NOTES to w = DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE DWGS. ARE DIAGRAMMATIC&INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. Z z THE BUILDING HAS RECEIVED A COMPLETE REATMENT FOR THE PREVENTION OF SUBTERRANEAN ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR p Lu W TERMITES.TREATMENT IS IN ACCORDANCE ITH RULES AND LAWS ESTABLISHED BY THE FLORIDA TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. cn W p z DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." SHEET DESCRIPTION (D W O ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL z w NOTE: ELECTRICAL. CODE&ALL CODES, REGULATIONS&RESTRICTIONS HAVING JURISDICTIONS. m g a p 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION LIQUID BORATE GROUND-FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15&20 AMP OUTLETS INSTALLED GENERAL W �W Z OR BORA-CARE PRODUCT METHODS UST BE DETERMINED AT PERMIT STAGE AND PRODUCT OUTDOORS IN BATHROOMS &GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. a � APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. � NOTES Z z = p 2) PRESSURE TREATED LUMBER THAT HA BEEN CUT OR DRILLED THAT EXPOSES UNTREATED SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED(110 VOLT TYPE)TO W t� Z PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE Ce w = Z OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24"A.F.F. DETECTORS SHALL BE PROVIDED W/VISIBLE"POWER ON INDICATOR"AND A TEST BUTTON WITH m p cn O BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. PROJECT NAME W wVw z ALL ELECTRICAL SWITCHES SHALL BE 48"A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" O o z W FROM EDGE OF OPENINGS. W = ALL WALL RECEPTACLES SHALL BE 12"A.F.F. UNLESS OTHERWISE NOTED. = 0 W ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 W H CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY,THE LOCATION OF SERVICE AND Z O = SHALL LOCATE METER AND PANEL AS REQUIRED. Z z z c VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. LOT/BLOCK a� z 0 Z ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30"A.F.F. TBI NUMBER IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, C - z O BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA,ALL �' z � o a MODEL r• z u 125-VOLT, 15-AND 20-AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. C> 0 z THERE ARE NO EXCEPTIONS. M z o- > ALL m Wpp >" wW_ za ' � z _UWO ELEVATION NAME LuW ALL d- Q = � C�' E z u) t:; viW >1 w z w ao SHEET NUMBER o = � Oma = acne cn O � p Lu CO Lu r-� W J Z J GN1 } -O O �- .r„[ O ERIAL NUMBER 1014. 1; TO THE BEST OF W iuiow�,THE DESIGN DEPICTED ON TMS DRAWING cOMKIr3 WITH THE APPUC�IIMLM BUILDING 000e 111 IFFeCr A5 OF DATE OF cEIVIFFCATION OEM. June 29,2016 F-. _ N v; B •�� 0 FSO L oao o°; A7.82'` 00 0 0 861.611 0 , } C7 0 c y m 181_211 , 621.011 6'_4" �o ° a _I AR96730 ` QV of-011 51_Q11 811 ��, � �,/� 171-211 �.ti RED MANUEL GONZALEZ,AIA IZ 0 t p Z 0'_0" AR 96730 1 7 0 a HBA T.0 PAD (TYP. OF 4) T Z to W -- _ OC � � W O p r-------------- ------------ - ------------------ ------------------- ---- ---------- ---------� L---------t-T--- --------------� �-- � 00 T -1-f cn W � W m V1 I I I I , , _ 00 LL. 0 1 11 _ PROVIDE w � co W �- 0a N .0 - ' ELECTRIC L CHASE I I A CIL z T.0 PAD (TYP. OF 2) TO ISLAN ' �^ a a 0 W ¢ 1 " ' 11 r 21 -1 0o I I i _ bo E o ---------- -- ------ --- R- ---�' I ' ' 00 _ A O p W C-- I I i I •-1 O ■ po = Z = � I ,Irll �JIII I II II , I w 00 I I I I I I I _ V1 h � z SLOPE PAVERS I I I I I I ' 11 1 PAVERS ON oob W ce c� N 1/8" PER FOOT _ - ==----=---- ----=----moi > W z = _ PAVERS 0 0 , , , , , , , , STEM WALL d. 8 0 00 00 W L------- - - ---� � o 1 1 STEM WALL ----- ------ I I I , , , ►. -°T' -' , ° Fr- 6" PLUMBING WALL i i I F__J lit,;----I �.--rr--' I p QZ ------ - --------I-L=J L=�- -- [_- ---- 00 a = o LJ LJ - I 21_811 a O UJ VZ ¢ a = A A W� A � - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - SLOPE PAVERS � � � � o A7.82 _ 1 � 11 11 E u' i A7.82 � a ►a � � >- z 14'-6" 2' 8" 1 -0 NOTE. FIN. FLOOR TO BE 18 1 1/8 PER FOOT I 0-4 pC A W MIN. ABOVE CROWN F ROAD r-1 r-71 , O 0 0 1 01_011 i----i i --- % p., O V U- _j o I A1.N I � � N z - , FINISHED FLO R I I w � 0 � O ,� I P. 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I >- - - t; o �. - 1 ■ 1 N U 1 � - ,J V-4 r-I - v I p n o ' ' 1 -1 4t-3 17 -11 1 22-10 ,-' ;. a ... -_ I I 1 n " 1 n 1 1 " t,0 00 ¢ _ Z O LA t m m W I I I 6" PLUMBING WALL I 2 _j 2: n _J I I I I I I `----- p w ¢ o o I I------ -i 1 1 1 -� -� -� 1 ' A1.N I SET REVISION INFO 7 up (A 21_611 , � '--' I I I I I 1 n o U) W 1_ 111 1_ 111 I I 1 1 ' I 0 j % I I I I I ' 15 -5 f-1 I WATER z = I 13 102 3 52 II II , � � a , W I I I I , III II , I L------ I �--- ac cn I I I I = I I II I, I L------- --� SOFTENER ¢ LOOP 1 It CSG W Z 2 En -' � Q 11 II II , III III ` - - 1 JJ I 1 s Mtn r-IIN , _ - - - ----- -------- - N -- - DESCRIPTION WZ ---� r----- ------------u---== -�1----------------11--- ---------- --Li-.__--_i- I r--- --- --�- -i SHEET Lu V) ' Z �:'-.� GAS LI N E TO -1- SLAB LAYOUT T z ,v I W A TAN KLESS GAS ° a z 96"x48"X " CONC. o W.H. 18'-6" co p �ao PAD 3" A1 VE, i z = p GRADE II ( � Q Ce w = Z ' ' PROJECT NAME Q. p �, o ' 831-6" �____=====a=====_____� 31.0" L. cc zlz 86 _6 ce ATLANTIC BEACH } 11 o H E RITAG E 1W- Vcxp A � W = DUVAL COUNTY zoW � B z P ce A7.82 LOT/BLOCK 102 g Z o TBI NUMBER 102 Ch- ' z o MODEL ct; z oQ `" ANASTASIA oUJ < gwpz -� :� ELEVATION NAME W � Z ¢ S LAB LAY U O c� ~ W u_ COASTAL COASTAL `" z w o SCALE: 1/4"= 1'-0" QW Ng 'on- ce W a� ¢ W � � V i;1— u - NOTE: FIELD TO VERIFY ALL GAS LINE n z = z 'z � �;W LOCATIONS PRIOR TO POURING SLAB z SHEET NUMBER � U JI LU wco �oX = W ADDITIONAL NOTES, DETAILS & SCHEDULES •jT � ujco Z J CAN BE FOUND ON THE A1.N SHEET. W a a o 0 0 ....1SERIAL NUMBER 1010.1 r TO THE BEST OF W=WIMGE,THE DESIGN DEPICTED ON TM DRAWING CDMKM WTIH THE APKrA&f MOM BUMM CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. �OV SLAB LAYOUT NOTES : June 29,2016 .-4 z c FC `y u; 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTSOF, ce_ Q' �0 °0 CO 0 = 0 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS 0 f7 Q cc a }. 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE 0 �� 9 73 0 4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. ' 00 0000 000000 ♦" RED INDICATES DOOR OPENING FL-NOTES-Ml MANUEL GONZALEZ,AIA i 0 AR 96730 z a0 z W O _ pi d Ce pwce co J o� u..a LO 00 W °p p! a � W W � J w < Uj co 0 � ^ Q G A w W ■ Z = 1=- U W g a � z °° O oy0 _jwz * 8 oWo i>uo ■ Z53 o w ZUj W A V 0 Q A Z ce wiz A w s a O W v '- kn Z = Z W o A �- ce � �' x o W o W.W.M. PLACED IN UPPER a" 0 = o ¢ 1/3 OF SLAB OR FIBERMESH w N o REINF. PER PLAN w 1/8" MIN. SAWCUT x 1/4 OF O a J LAB THICKNESS SEE / M Q o z FOUNDATION PLAN FOR LOCATION Q V p 0 o n I DRAWN BY ° LU v g S.PROFFn7 z m III ( � � � � � CHECKED BY Ui i Z 12(A ¢ F. MEZA W o � � SCALE m a > SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 22X34 = SCALE AS NOTED TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, 11X17 = 1/2 NOTED SCALE o a AS CONCRETE ALLOWS WITHOUT RAVELING Lu 00 c SHEET DATE O 06/29/16 b o � � 1 SAVE CUT DETAIL SHEET REVISION INFO aoz U" „ v 1 . SCALE: 3/411 = 1'-011 O W Z V1 O (� Q W V? � � °° Uzi Uj z = W SET REVISION INFO 3w cn I Uj w zce V aC m CCL1J z z p > O zoUj SHEET DESCRIPTION w z FRONT WALL OF GARAGE cnw0z 1-4w p SLAB NOTES, >.- 11 z c 0 RECESS ATPROVIDE RAGE DOOR SCHEDULES C. i pQ W O AND DETAILS LU z= o PROVIDE 4 1/2" D x 8" W RECESS Ill O J z SLAB RECESS 1\ A z IN SLAB cn � _j ce W = "' 4 1/ " g PROJECT NAME W o p BRICK PAVERS GAR. /, w Cie z z FIN. FLR. � GARAGE ATLANTIC BEACH o 0 � � � DOOR Uj HERITAGE UU °.* SLAB —) I r I RECESS DUVAL COUNTY W � u, � a _ _ Z p I I I I- WALL PER z o w = o - PLAN 5° `-� LOT/BLOCK 102 � z � � -III z z o cn - ° N TBI NUMBER 102 0. z _I co `�' . %no ( � ) MODEL z o � '`c0 ANASTASIA � WQ ELEVATION NAME � w � z PLAN VIEW N Z W 0 a o W ALL t N � w 2 SECTION @ GAR. DOOR to ¢ W � � ~ Z O 1 N SCALE: 3/4" = 1'-0" Z Z SHEET NUMBER -a w Q MTm A 1 N Wm V LU _j Z _j U_ W -J ..-. Q 8 R O PERIAL NUMBER 1010.1 TO THE BEST OF MY MKEDGE,THE DESIGN DEPICrED ON THIS DRAWING 0011Y6i WrrH711E IrIVWL 141111IRipWLN WY.IN�AS OF DATE OFCOMFIQUION sIELM. June 29,2016 N B OF ce A7.82 00 0 'to �_ 0 E = 0 86,_6„ , Cc 0 m i 62,_0„ 6,_4„ a 4. fn 896730 0 �- >- 18 -2 „ � � t� 00 0 8,_0„ 35,_8„ Ile 3,_1„ 5,_p„ 8 0 �, � � +_0++ 17,_2„ 10 S 0000 � FRED G r z LL, , FRAME HEADER MANUEL GONZALEZ,AIA C) OUT TO MATCH COLUMN AR 96730 Z o O O WIDTH HB OE ZA� 0 CO!, uw o ----- -- -- -- - -------- DBL` _ ��N - � a. m ,.., _ - - - -- -- -- - OVEN - - - 00 v- I Ln 94" sm 00 0 Wce - O O 00 LL b o �-, I { _- ,�,� -- -- - -- -- -�fi- ,_6„ U 1 I 13,_8„ 1 11,_2„ -I �. a a LU o i �,�, CL I ++ I = cn 1 I I o I a W Q 8 ,� KITCH N_ 1 _ DINING = = N _ W oo { I { a' ' 10'-0„ CL °O I i I I M 0 10,-0„ _ ao �-' 0 { { � I o ,, . ROOM o �, STUDY o A w o ; I { I 7 I 10,_0„ TO 10,_8„ I „ 10,_0„ CLG. _ 0 0 = BREAKFAST DW I = { 2 .0 1 � _ s ZQ z ( I 1 I I I ( { ^ COFFERED CLG• O { N o o o I I AREA _ I 1 -- -- - _J 6,_0„ 1 0 TYP. - - - - 00 0 . N ce (A _ _ { I 10,_0„ CLG. �r ( C---- -- - - I I Ln L -�' - 1 = - :� FLAT SOFFIT 0 8 J W z co 00 W I COVERED { I o 9-�2 DIA DECO. 1 L^ SEE ELEVATION o o ^ ( o I �-+ ( REF PANTRY COLUMN (TYP OF 2) I N iu> o E T, LANAI ;4 { o Ln z 1 10,_0„ CLG. { I _ FLAT SOFFIT - - 19 LU = o { �' 1 16'-3"11 1 13,_3„ 3,_8„ 4.3,+ ,_ „ 9'=� F':F. 11 = a O �-- i „ g1-101' „ _ MT. PAVERS ON I ^ W A a CC W z I „ I 14S U_ I I 2 _ 2 IU_ N FOYER STEM WALL o_ N z U cn Q I ® MT. 2 XI KNEE WALL @ 34 u-�'- I +, = 0 8�r 12,_0„ CLG. I W N rA A PAVERS ON o N 2 10 I uj 2 A - - - FRAME HEADER- - - - - - - - - - - - - - 2 -HtGH"RQUGFI - - - - - --�,- {-�, - _ - _ - - - - - - _ a u, Cc Z -OtJfiTD IelA1't'FI 1 �'I'ENf W-A11 I 4,_2„ �/ 29,_0„ , I I r 3, o„ � 1 `� �A�� I 8,_0,+ 2+-$++ I � _ � A7.82 a o A7.82 COLUMN WIDT 1 6 2 -0 CL _ i 1 10,_0„ 1 �• 1-1011 Z _ = ¢ � 1 151 m1 ' � � AK CC o 1 STAIRS - -- U_ _j _ _ _ FLAT SOFFIT MT. SEE TYP. ARCH W Z - I _ 25 o I GREAT ; ; W „ _ w N _ Q o _ O o I = , , _ _ _ z 1 CLG DETAIL ON AM COVERED 00 _j { ROOM 0I i i _' ® TOP @ 9,_0„ _ r= 2�_ „ 6,_0„ STORAGE ENTRY a0 10'-0" CLG. ' ' U.NO. s a ° W - z ( , - - - W 9'-0" CLG. „ 0 M CO 6+' o a' u. U_ { ' - - - c~n 6" O 10 -0 CLG. o - w o = ------18-'=�"`�' __ 3 „ 1_o1U_u: 01 - - 9 10" X 10" AIR UMPER 19,_4„ - _�R- - - - - - o CC V r- - oQ - Wcn Q Ln ce ao. ;r, I 1 I (cn o I GAS LINE ' - - - 8'-4" / _ DRAWN BY 00 W I I i ~ ' `n ( FOR FUTURE _ _ - V-4 � W ��- - •• � 10 -8 12 �' { FIREPLACE � FLAT '� S.PROFFITT _ - zo RECESSED - c.� co I It _ 10'- ++ ,+ I I ILL- aC� - - _ Z { _ _ - - 9'-0" CLG. PROVIDE 72 x 96" x �- SOOFFI @F` zo AIR HANDLER ++ CHECKED BY z I 30 RECESS FOR AHU zO I I I = ( o - - - - i-----'I�-- ,i IN CLG. Q I I I { RBcSH RASH R&SH - p• �� - -- - -- - - = F. MEZA T W ° - BEAM { I MASTER �, - -- - - - - - -- -- - - - - - - - _ _ W M I � .. w. � , L. . � _ { I N co 1 S E u 0 22" X 36" = c�' SCALE Coe ; ABOVE, TYP. 1 I I 1 BEDROOM I I= _ W,I. .I T _ _ _ _. Cc Z - - --#-- -{ #- 10,_0„ T010,_8„ _ W.I.C. I` g,_0„ CLG.1 � I I 7 I X # i 22X34 = SCALE AS NOTED 0o Q I I - 10 O 1 - I 11 - .� O 9 -0 CLG. I o ( O , „ { „ „ I I 11X 7 - o -� BRACKET' 1 (� 1 COFFERED CLG. I 6 -6 2 4 -0 I I 3-8 6 -10 _ I' / ( { 1 1/2 NOTED SCALE 0 0 = ABOVE, TYP. 11 I I I ^ I , o I II X11 I I \ / I 1 n `�' i l �--- ---- -- ---j g I 10 -2 111 r' I L_LL - - - -� 1 9 11'-6" II NII I I X ( ; I I SHEET DATE 0 011" PWD. J CC �, ( I I O O 8 , n 8 -6 CLG. I , „ N L- { ! I { d o I I O , 9 0 1 9 -0 CLG. _ 1 i (/ I 06/29/16 w b N I Il _ ry O- 1 g_6 I II��J 1 -� m ' I I I o I IT_ _ Q ► I { SHEET REVISION INFO _ I Cc �. I cI-1-- _ = 8 0> I A.H.U. #1 I o oz I v, 7 � o Izm �--- - -- � ,,, } o I I { I ,� I I I I MC I N Q I o i 11 0 m �' I II M ® Its- I X I I 1 _ oCc 1 , II o - , I { N 10 I TWO CAR 3 w o w z cn l I # _ ki-IX , = _ O I I TH 2 9 I ?� ° I� _ ; LINE OF ROOF � _ - $ o J o� GARAGE Q II �, - ATTIC I o I ^ W z I I I 1 9 -0 CLG. I� „ 0 ABOVE TYP. co m I I-�- N o �r �` ACCESS 1= # = BEDROOM 3 ( WATER 9 -0 CLG. LL_ Q .1 b-4 Q C - _ r, �, ASTER _ I BEDROOMI 2 6 , „ 1 Uj 1 I BEAM SET REVISION INFO W Q o - G W.I.C. `a +, O 9 -0 LG. SOFTENER Z = W O d- O 9 -0 CLG. z i 11 ABOVE TYP. W „ 2 BATH �; 9,_011 CLG. {0 1 I LOOP � i { o cn -j = LINE OF ROU 6 9'-0" CLG. I I FN I ; Uj z E-- ABOVE TYP. 4'_0' AIN 10.10" 7 3+_8+ 6+_4++ ( 10,_6„ L_ --- -- ----12=1�+ 22'-g" ( I BRACKET Q - - ,_3,� 2,_4„ 6„ ( ABOVE, TYP. ce3 14 o o M KNE 1 `'r' = _ f1 cn 64- - _- N SHEET DESCRIPTION 0 w z cn W cn FIRST - 4- UjS FLOOR in W Z �O - - HB� AOI ce o BOTT. OF HDR. PLAN °D a' Z @ 8'-0" A.F.F., TANKLESS GAS W a a TYP. OF 2 � �► J Z „ ,_ „ ' 7,_51„ ' 14,_104„ ' ATER HEATER 11 -8 cn ,._, J Q 7 -2 26 2 4 , a o = Z 01 ' 83,_6„ 31.01+ PROJECT NAME Uj Old ATLANTIC BEACH cC � zz 86 -6 0 0 H E RITAG E w = � o o = 4' HIGH WALL AT SERVICE DUVAL COUNTY ou n ~ B COURT. SEE DETAIL 16 ON yj LOT/BLOCK 102 M W = o A7.82 SHEET A5.3.82 F- Cc .$ ,. vi 4 z z z LL- TBI NUMBER 102 E _`SOON . ct z z MODEL o` . (/) 0 fo ozoi= AREA CALCULATIONS: CST Ln o z t ANASTASIA (A W Lu Q 1ST FLR A/C LIVING AREA' 21696 SQ. FT. N W o 2ND FLR A/C LIVING AREA: 722 SQ. FT. ELEVATION NAME � W za FIRST FLOR PLAN CD Z W o • 1 4"= 1'-0" COASTAL TOTAL A/C LIVING AREA: 3,418 SQ. FT. COASTAL � o .SCALE. / W Q W � � COVERED ENTRY: . _ COVERED LANAI: 72 S . FT 357 S FT. n Z Z o _ _ � z GARAGE: 602 S . FT. TOTAL. 41449S FT. Z SHEET NUMBER .o U j ce a pzs c O F- o ADDITIONAL NOTES, DETAILS & SCHEDULES W CO W 10-01 z J CAN BE FOUND ON THE A3.N SHEET, w o o J ERIAL NUMBER 1010.1 0 �. TO TIE DGS 1 OF W 1uW`EDGEy 7HE D 7M DEWED ON THIS DRAWING CWM WN THE APPUCA E N"JM KWDIG ODDE IN EFf U AS OF GATE OF CEinFIMION KW. June 29 2016 G rB OF Fz ice 00 0000 i{ W A7.82 00 co)0e " 0 F2 m 0 a I 20'_6" 0000 9fi730 V F- _ " �� 13' 6 RFD G m U- , MANUEL GONZALEZ,AIA AR 96730 Z C) z (n W ' WP-4 I ----------------------------------------------------------------- ----------------- --------------------- -------------I------------------ -------------------------------------------------------------------------i LU 0 x DC � CL ce I _ ,v. m �G I O 00 Q LL � I �p I O I v� ^" p I I 00 W °° M s pz II :: ::W a II a Cis a W = m o OD o p W p p O O � l • Z = — — —�- - — — — — — — — — — — — — — — n I -�' n — — — — — — — — — — - — - -� — Q � z 6 6 cn � o p o 19'_6" , �"' 0 > ae cn ' N _J W z I O �u O I ---- -- — --- ---- ------ iu O I , 1-4 o ui BEDROOM 4 ---- a o z , ,�-� a A O n z , 9'-On CLG. V ¢ i i W Z � A � ICL A - - - - ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - rA A 2 r— i , dao A7.82 ' � I A7.82 a A I O a a x Qz ' V.82 ' " " I ►-0 A w ; , 31-611 4if ce I O 61-211 318 61-211 it 10 ui 16 Or r_ o 16 16 WIC a W I - - - - - — — ' a m ; 9'-0" CL _ I I ce ov z �? ' HALL — — HANDRAIL Q ao. i I 21 _ -- --- @ 36" ABV. Coin O M BATH 3 _ 9'_0" cLG. - - ' M DRAWN BY z W I ' " - 1 NOSING I I a c cc 9-0 CLG. 2,- „ -1 ' " 0 n — I L ''.' , 8 �, 7 -2 3 2 — — S.PROFFITT m 'p z z i 3'_4" — — CHECKED BY � ce Q , �, ' F. MEZA = LU — — a o >.- o — — — " mx . , SCALE M W , _ 42 HIGH HALF , m Q J .- AHU #2 0 ' _ WALL WITH 22X34 = SCALE AS NOTED WOOD CAP x �-' t- _ i 22 M DN. TYP. i 11X17 = 1/2 NOTED SCALE � � ) , w U- 00 I - l ` , , SHEET DATE oc i I 4'-10" i 06/29/16 ! i ce SHEET REVISION INFO W H O I I V I _ LOFT I p z I 6„ a' 9'-0" CLG. z nom ; co , 19'_6" 6 ' I I mmW � - - -' - - - - - - - - - - - - o - - - - - - - - - - - - - - - CG I I D I W z = p w �c i SET REVISION INFO ?� iA W ap Uj LiJz ( F- ' (!� ............................................................................................... ................................................. ?y 0 z i I SHEET DESCRIPTION ui (A W p Z ------------------------------------------------------------------- ----------------- --------------------- --------- --------------------- ------------------------------------------------------------- ---------------------� = z Uj o SECOND FLOOR } mw0- LUz ui ce PLAN � 121_3" z = p nJa a p o n I '_ " „ PROJECT NAME LU 31 -10 201-611 31 -2 ce LU z W s3'_6" ATLANTIC BEACH H E RITAG E p � � W u' w DUVAL COUNTY zo = o B W F- cc A7,82 LOT/BLOCK 102 z C:) X o TBI NUMBER 102 a gz � z ci-pyO N z o a MODEL 0 w Q AREA CALCULATIONS: CST . ANASTASIA o � > 1ST FLR A/C LIVING AREA. 2,696 SQ. FT. 03 Uj 2ND FLR A/C LIVING AREA: T-4 'U3 z ¢ SECOND FLOOR PLAN 722 SQ. FT. ELEVATION NAME `V z w W O SCALE: 1/4"= V-0" COASTAL TOTAL A/C LIVING AREA: 3,418 SQ. FT. COASTAL N � � W W 72 S FT. � ¢ '�'�' w COVERED ENTRY: , •C Z� ZO COVERED LANAI: 357 S . FT. p GARAGE: 602 S FT Z z SHEET NUMBER 4 449 S . FT. ' .� W m TOTAL: Q, U) C?z = c~n Q a O � W ADDITIONAL NOTES DETAILS & SCHEDULES tZ p w co V Uj -ioo CAN FUND ON THE AIN SHEET. w aC < U F- O p ,J AL NUMBER 1010.1 x t M nM BW OF W ate,�o�cN ower®ON TM - i DOOR TAG MWMCOMMWTM�" NDW WINDOW TAG WINDOWSCHEDULE MIXIN�ASOFMnOF Nism. WINDOW CALL T CST. _ DOOR Jun N z OU DOOR CALL OUT SCHEDULE e29,2016 TYPE SIZE REMARKS TYPE SIZECF F REMARKS � ��CO 0 to 0 47- A - �Q' ~o SINGLE HUNG 25 36" X 62" VINYL/LOW-E/EGRESS 1 THERMA-TRU INSULATED 3'-0" x 8'-0" W 12" / SIDELITE/ 11 B FIXED GLASS 48" X 64" VINY LOW-E EMPE ENTRY DOOR 0 0 L/ /T RED TEMPERED 0 0 00 r, C FIXED GLASS 32" X 16" VINYL/LOW-E 2 NOT USED AR96730 j D FIXED GLASS 18" X 24" VINYL/LOW-E00 0 0- E SINGLE HUNG 26 36" X 75" VINY - � �� _ �� FRED A�G� L/LOW E/EGRESS 3 OVERHEAD GARAGE DOOR 16 -0 X 8 0 NON-INSULATED RAISED o F SINGLE HUNG 25 (2) 36" X 62" VINY LOW-E EGRESS STEEL MANUEL GONZALEZ,AIA Z z / PANEL AR 96730 I 0G FIXED GLASS 32" X 48" VINYULOW-E/TEMPERED/INTERIOR TOP @ 8'-0"A.F.F. 4 SLIDING GLASS DOOR 16'-0" X 8'-0" TEMPERED 1-..1 Q 4 W 3= 5 DOOR 21-811 X 8-0 SELF CLOSING, SOLID WOOD NOT LESS THAN Uj flue o p- CC 1-3/8"/OR 20 MINUTE FIRE - RATED � ce Z W 6 HOLLOW CORE DOOR 2'-0" X 814" o 00 a007 HOLLOW CORE DOOR 2'-4" X8'-0" `� 0 ON Uj W HOLLOW CORE DOOR 2 -6 X 8 -0cd co ►-a H 11 o F- r-,% 9 HOLLOW CORE DOOR 2'-8" X 8'-0" H W w z = 10 HOLLOW CORE BI-PASS DOOR 5'-0" X 8'-0" O A adz U w g W 0 11 HOLLOW CORE BI-PASS DOOR 6'-0" X 8'-0" v o it 0 12 HOLLOW CORE DOOR '- " (2) 2 " X 8 -0 4 U;o 0 13 GLASS SHOWER DOOR 2'-0" X 6'-4" TEMPERED ® `� o z � _ U 14 HOLLOW CORE POCKET DOOR 2'-6" X 8'-011 Z � W� cc W z 15 HOLLOW CORE BI-PASS DOOR 6'-0" X 6'-8" '-� A 0 �a V cn .� L1' a � 16 HOLLOW CORE DOOR 2'- " X61-811 oc 6 w z � A W °CzA � 2 17 HOLLOW CORE DOOR 2'-8" X 6'-8" '� ,..� A w _ ¢� m 18 HOLLOW CORE DOOR 2'-0" X 6'- " ce a �" A 8 0 0 0 19 HOLLOW CORE DOOR '- " x W � Q � o � (2) 2 6 X 8 -0 p I 0 20 METAL CAD DOOR 2'-8 X 6-8o N 21 HOLLOW CORE POCKET DOOR 21-611 X 61-811 Uj U a0. m 22 HOLLOW CORE DOOR 2'-8" X 6'-8" INSULATED ce U 23 HOLLOW CORE DOOR 2'-4" X 6'-8" oc o. z 19 X w 24 SLIDING GLASS SHOWER DOOR (2) 3'-0" X 6'-4" TEMPERED/ ALTERNATE MASTER BATH OPTION a °C W 25 SINGLE LITE _ �� DRAWN BY U E FRENCH DOOR 2 8 X 8 -0 TEMPERED S.PROFFITf I m Vi 0 z CHECKED BY r ce ¢ I. _ UjINSULATION SCHEDULE F. MEZA z W SCALE ,m ¢ J LOCATION TYPE R-VALUE U.N.O. 22X34 SCALE AS NOTED -0 a CEILING @ LIVING AREA FIBERGLASS 38 11X17 = 1/2 NOTED SCALE 0 Uj cn EXTERIOR WOOD FRAME WALLS FIBERGLASS 19 c� o WALLS TO LIVING AREA FIBERGLASS SHEET DATE oc � 11 III o b 06/29/16 j FLAT � SHEET REVISION INFO W 0 SOFFIT co Z = ZO Z p mW � In J °C F- W ¢ oo "� � 0 3 (n �_ © o = SET REVISION INFO 4Uj Z _jLL' o, CD o U CC Jp J Q ¢ ce m U w UF' Ce LU V z 0.> D W Z ± W cn SHEET DESCRIPTION j (n W w z 11r_2rr 41-1011 Z " � F FLOOR PLAN >- � ce o Q W o NOTES, SCHEDULES, W �¢ o 1OPENIN DINING R M 2 N T ED 3 MA TER ATH DETAIL„_ ,- „ AND DETAILS W c' Z A2.N SCALE 1/4 =1 -0 ALL A2.N SCALE 1/4 =1 -0 ALL SCALE 1/4 -1 0 ALL WWQ � A3.N Ce PROJECT NAME w 0 U) 0 GC (n �LUoj ce 0 z z ATLANTIC BEACH Q � � WHERITAGE {` 11- W DUVAL COUNTY fZ-+ W1=— CSC ZOzu.. LOT/BLOCK 102 C- g Z n zTBI NUMBER 102 0o � MODEL t L ao � ce Uj ANASTASIA %D WW In Z U3 u- N z U 0 W ELEVATION NAME UU C.71 � b 0 N � W � W w ALL ~ z 0 dM LU f; a w � � ao LU SHEET NUMBER vi y OwmUFILO'm 3 § N LU f J00u- 0 n JSERIAL NUMBER 1010.1 TO 7HE BEV OF MY KNOWLEDGE,THE DESIGN DE11ICTED ON THIS NOTES: �IN�ASOFD„EOF�Gn0N�. DRAWING COMES wm,THE�c�NOMM KaDING x June 29,2016 PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY a N INC. OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS. TYPICAL UNLESS �� OF FSO °00 a_ NOTED OTHERWISE. '<P000 ° = 2 TOP OF RIDGE � 0, m 5,2,8 _...._....X.__.__ ___.,�..._._ - FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH p a. J _._.._........._.____.��.__ 5.2.8 ELEVATION. �° � ARS j o o HEEL HGT. t� ' �" HEEL HGT. / CORAL-LIGHT OR EQUAL PRE-FINISHED G' � TOPOF PLATE __...__.__...___....____.......__._.._......__._......_._...._.._._............._..---._._._._.._.____.._......._._...__...�___ _.,, ..._....___y__.Y_.J.._._....:_.._..:._._._.__._._...._.� _ __...__._........ '0000� G� - �� -~� -_� -�-_- ------------�---�--��--�--__._.__...____...,�-.------�� - FOAM APPLICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS. FREp � __ TOP OF PLATE Z \ U.N.O. MANUEL GONZALEZ,AIA ._.__.__._....._.........._......_...._._..._._._..,_._._..... __._._.,..._._._._....._...._.........._. ___._._._...._.._...._ ll� ,,.., o _._____..___..._ ._...._.__�._. �.._..._...._.._.__ - PRE-CAST STONE APPLICATIONS, SHALL BE 'STONE CAST' FROM FOAM AR 96730 z Z 4" TRIM @ -_.... ._.__._._ _...._.___.__..............._._. ,, ._.._ oFACTORY INC. ORE UAL AND INSTALLED AS PER MANUFACTURER SPECS. CORNERS Q .._.......... Z __.__........_._.__..__.____._._._. _ �.._..__.._._...._.._.__._._.__._._ 0 (, LLJ v u;o FLASHING LU ' - TRIM WORK FINISHES SHALL WRAP ALL OPENINGS EXTENDING AT LEAST � CL 2 ` FLASHING INTO THE UNDERSIDE OF THE OPENING. _._.t_..__. cc w °° 5.2.8 - � O _j 0 0 _ Tc� - METAL WORK IN INTERIOR AND EXTERIOR RAILINGS AND APPLICATIONS TO D a: +-let ►� ,,a M W z 2 FIN. FLR. N �n BE FAUX WROUGHT IRON ALUMINUM. o 4 o W a _ HEEL HGT. / _ � _ p,, m W = Co ��,N - - -—f-- - - - - - - - _ ^�°° �. N J - THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, ANY -- -- o 0 _ _ _ _ _ _ _ __ __ _ _ _ __ _ _ _ _ TO OF PLATE MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER. 0 A w W N p -� O W Q; C] O N _........................................... ......__..................... = f' P T� _ _ = - - - - -- - - - - _ - - - - - - °� r� o - THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING WITH THE w g m 00 O W o - I SUB-CONTRACTOR/ MANUFACTURER AND THE ARCHITECT/DESIGNER IN N kk w` z 5 - ..........................-t -1..--.-.-......-.-----.-- .- -.-_.. __.._ I 1 WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND 8 oo ,�,� = 5.2.8 _................._._..._........ _ _. _ ( 5.2.8 APPROVED PRIOR TO INSTALLATION. ►� u, -1 O I .....................................1._ .f I ■ _.... _.. ' I - I o - ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING HEIGHT OF COACH x F- = v I LIGHTS WITH TOLL BROTHERS P.M. O Wz ..._.........._........................._... .......................................... ... ......... o, Uu, Q _...._..............._...._......L.... ... .. _ ( z W0 � . _ A 2 °C cc z _ 0 . 1 A w >, %&m _ _..___...___.._._..__._._.._..._.__ Q, (n - ........._ .... t ... .. ..._._ ........ ..... >- z IN. FL.-Ir ._.......... ..... ...................................._.................... _._._...�._: I FIN. FL. W r A Uj 0 ce 4 6 w C) A/C EQUIP. 3 5.2.8 5.2.8 >- ENCLOSURE 8 o a m 5.2.8 5.2.8 W o � TYP. Qom © T$ ce CL z0w � DRAWN BY I FRONT ELEVATION v w m COASTAL S.PROFFITT ,z z o SCALE. 1/4 - 1 0 CHECKED BY ft.� 0 `� F. MEZA Uj �- SCALE CC z W m ¢ 22X34 = SCALE AS NOTED 0 0R a 11X17 = 1/2 NOTED SCALE METAL ROOFING 0 0 "' j PER CONTRACT SHEET DATE I J ado 062916 W 4 b / / 0- 09 I SHEET REVISION INFO I o z HEEL HGT. -- - - h CODE IN STW As OF DM OF CemrIanCN 1111M. �p June 29,2016 N ~ METAL ROOFING OF F c- PER CONTRACT 'C� 0ol W �A 00g3�7 t2j 00 ---------------------------------------------------------------------------- ° o �- F------ e� Cd ' `� \ 5.2.8 ; I I I 1 0 0 >- TOP OF PLATE , ' - _ _._.........._.._ -------------------------- 0 _....Y_._..__...__._._�A._._._._........._..._..__.�__._. __ _.._...__._.__.___....._.-- c� h 0 0 0 - - - - - - - - HEEL HET. ; � ; � �, AR96730 4 V HEEL HGT. , I I I , I , I tt1 0 TOP OF PLATE I I I G� 0 w I I I I TOPOF PLATE ..__...___._........_._.........._..__._........_..__.__.._._..__..._...._..........__..___...._._...___ .'_. - - ....._.._.._-----.._._._....._.__._�.___.___.___._..___.___.. ; i i i ; i ; I mss` '�00 v �� G RED A ._.......... .. ._.------•-- --._..___..........__...----..__._...... I ................. I - ___...._...._._...._._....._... ... _ ._......_.._........ , I I I , I , Z V- - ` MANUEL GONZALEZ AIA f-•+ O _ :_ ................ ...................... _.__._ , I I I J , _._... :............ :: _ I 1 O Z I I . — - l I AR 96730 z OI I I I I I :: Q __..._....._._..._._...,, 10 — — ..._�.,,.`` _.._. _.. ..__._.._..._...._.._..........._. = j j I L z U) }}- I .100 1111* 1 p _ ___ 5.2.8 :, W ce F— FLASHING °O p :: I I , I W ...._.__..,•._._.. , 1 1 = a- oc • +-----------------------� m I , W J I I N — V- p I -------------- I °° D 1— 1 I I I I h a o ;,� _ - 2ND FIN. FLR. 2ND FIN._FLR. I ; I i ; a W N z ,�, I , I tt 0-4 f 1 L W = `t T,, -o.. HEEL HGT - - - - - - - - - - HEEL HET. i� _ i i N i j- --r- �.+ '-4 &.4 '"'� , J ju> ~ O N N N TOP OF PLATE - - - - - - - - - - -- -- - -- - - - - - o in i I c�i I ` I }.TTT.r F" w W - - -- - -- OF - I I I p A - ............................._.._._....._....._.._......................................._..........._...._._ _._..........._._........._.._........._.........__..........._._._._.....__._._...._......._................................_........._............_........._........_ P 0 0 I I I I zZ �, ....... - - - - - - w Q � z I I '-4" i I I I g p tn cn _ _ ' p I 1 ' I 1 I 1 � 1 I � I I I it W Q Z °' I I. �' o o Ll O� co bo r 1 L--------------------------J I a OC W Z I -0 ....}- J I _..... 1 w I V O a L---------------------------------------------------------------------------------------------------------------1- A Z Lce Z U LU a I :::::. FI N_. FL. a A � z l a z if ,,., _ A . Wr0 0 U J s = o a 5ril R F L PE PLAN SLOPE: 7:12 U.N.O. w N C:) g 5.2. 5.2.8 SCALE: 1/8"= 1'-0" COASTAL a o 5.2.8 V m c Uj UV Z a o z W DRAWN BY W REAR E LEVATI N S.PROFFITT z SCALE: 1/4"= 1'-0" COASTAL ROOF VENT CALCULATION : CHECKED BY -+ O Z °; o Q 3 727 s . ft. CEILING AREA = 24.84 sq. ft. (REQUIRED) F. MEZA 15 Z w - SCALE ce m aC > 22X34 = SCALE AS NOTED R a 11X17 = 1/2 NOTED SCALE ` UUj 0 0 0 `` SHEET DATE be (no METAL ROOFING 06/29 16 I o b PER CONTRACT / o cc SHEET REVISION INFO p r W m V f oWz � Z cn o Z - - - - -- -- -- - - - - - - -- -- - - - - - - - - - -- -- - - - - -- - - - - - - TOP OF PLATE Uj Cal Ll . - - - - - - - ol W Q O � � I TOP OF PLATE F Z o L LASHING I SET REVISION INFO ozF 4" TRIM @ 7 -' CORNERS Q a. oc m I 5.2.8 _ 0 Ce LU - Z Zooms W o I FLASHING °' w o W z z r I � = I SHEET DESCRIPTION I _ �"' W O � I � U3 in A] REAR AND mceUj a- z -�-� - - -- -- - - -- - - - - - - - - - - -- -- -- -- -- - - - - - - - - - - - - - - - -- -- -- - - - - - - - - I 2ND FIN. FLR. SIDE 0 Q W 0 - - - - - - - - - - - - - - - -- - - - - -- - - - - --- - - - - - - - - - - - - - - -- -- -- - -- - - - - - - - - -- -- - ---•�, - - - -- - Q ( �H EL H � ELEVATIONS Uj z (n F-+ _J ce LU = z I TOP OF PLAT PROJECT NAME o o 9 z W 5 1, M ATLANTIC BEACH H E RITAG E Uj o U- I DUVAL COUNTY z O w z 0 ,_ - - - - - -- - -- - - -. 5 LOT/BLOCK 102 zpz �- _ U) TBI NUMBER 102 >o. � z0o i _......._.._......... MODEL z O Lo z 6-4 a - - - FIN_FL. Z - I-- N a ANASTASIA ce LU < : Wo � � - - -- - - - - - - - ow z uj Q 3 9 ACE UIP. 6 ELEVATION NAME (' W LL N z LU 0 5.2.8 ENCLOSURE 5.2.8 � Q � 0 5.2.8 TYP. F LE N ce W w COASTAL � z ~ Z O 0 Y rQ (! � � W 31:. ED ADDITIONAL NOTES AND SCHEDULES CAN BE Z SHEET NUMBER ozW = t LEFT E < W FOUND ON SHEET A5.2.82 = -tea o o = SCALE: 1/4"= 1'-0" COASTAL oZm � I� 0 a o 0 o ASPHALT SHINGLE ROOF SYSTEM w J ERIAL NUMBER 1010.1 j: EY TO THE BEST OF W 1XIM AGE,THE DESIGN DEPICTED ON THIS MAWI NG COMW]ES WITH THE APPLIOW MM@IUN WM.DIMG CODE IN Hill AS OF DATE OF 631TIRCATION MIN. June 29,2016 c z ROOFING PER N - CONTRACT,ON __.__...___.... ___.._..._._ 1X6 HEAD OF FZ (2) 7/16" '�,,. ,, P��Q° 00000Q F. @�= SHEATHING c)Ca A _ 2X4 SUBFASCIA SIDING PER ELEVATION .._._.._._......_....... ___._._._____. E 2X6 W/2° ^ 2X RAFTER TAILS 'r '�, - " 0 ' ao ROUND VENT 24" O.C. 2X4 OUTLOOKER -� FLASHING 1X4 ° @ 24" O.C. @ METAL DRIP 2X4 LEDGER �` FLASHING `-- CASING o p p 3/$" �``��, 1 X 2 CAP 2nd FIN.FLR. � 0 AR96730 0 V ~ CEMENTITIOUS 1"x6" FASCIA - GN 0 `� -- FIN.FLR. d- `� SOFFIT HEEL TRUSS LAYOUT ....____._......... LU BY ENGINEER 6. °'. �T ED FLOOR—/ METAL DRIP ` 1'-4" I 1X6 TRIM BOARD a Qa°. •#,°. . ." SYSTEM 1 x 2 CAP MANUEL GONZALEZ,AIA Z W 1'-411 j � If ;. � : 1 X 6 TRIM 1 X 6 TRIM AR 96730 Q p SIDING PER 1 -0 z 1X4 FASCIA D.H. � � ELEVATION 0 H.F _.:._ __._..__ ._._._..._...._..._.. __..._.____....... Z p 2X6 RAFTER i - '-> WALL, .a s 1 X BLOCKING 1 X BLOCKING n TAIL @ 24" WALL, ._._..._..._____.__. PER PLAN ; ° CAULK AS z W PER PLAN �_�.__...,.a__._._....._._ 5/4 SILL ° NEEDED O.C. _._.-._._.......... . ......__......_..._ O S 4 TRIM @ SHAKE SIDING W °C ~ SIDING PER CORNERS cnw0 � a z m ELEVATION (TYP.) ' ;:--� _.__._._._.._..._......._...._._...._._.__.______..._...._..._._._......._._....._...__.........___..___...____.___._.._....1X6 CLLI- J ..........-._-.........................._................._..._........_...._....................._.........................-.-.-.__-....._._.__.---------------._._APRON Q 0 ►� d o0 W N M o W Q 1 2 ABLE END 3 TRAN ITI N DETAIL 4WIw = EAVE DETAIL „_ , „ „_ N „ N �-- Co SCALE 1/211=11-011 SCALE 1 =1-0 5,2"8 SCALE 1 -1-0 SCALE 1”=1'-0 o W 5.2.8 zs � U00 W � O O 2'_6n SHEATHING ROOF PER CONTRACT o W INSULATION AS " N > w Z REQUIRED 1 -4 O O _ _ WATER-RESISTIVE 0 :-a BARRIER i 0 Fes- p ZD STUD w ¢ O JOINT FLASHING O AS REQUIRED SIZE TO MATCH 1X4 FASCIA O OPENING SIZE TO MATCH W q VIZ 3Y2"TOP r O ¢ NAIL PER RAIL OPENING _-•I q Z w 2 � y a cn MANUFACTURER .___.____.._..._._ �C a•, W = O _ _ _ _ \ SPECIFICATIONS Z T:^:=y =`=m: ^ 2X6 RAFTER I a A d N-••1 NJT ;o y LU ....._._...._._........___...._......_...._. z�"STILES I ( � � � x } Z N O M N o M .. ................��. U MULLIONS ~ ¢ M " CONCRETE (Ty P.) 2X6 W/3"ROUND VENT I ( x O �-. I I a p O .,.. Y FOUNDATION @ 24"O.C. _ 2x2 f LL. J LU l = Z Q .'4 .' n BOTTOM 11/2"COVE N O _ SIDING •--- RAID o '` cC LL. 01 ' FRONT VIEW SIDE VIEW STRUCTURAL POST o L4 i` ;4, ,. STARTER 1X6 BASE W/QUARTER Uj p 8 W Z 6" n 4n 1'-5" 3" 4n STRIP ROUND EDGE 2 I ¢ O 0 o c�i� _ � I I 0'-0"FINISH S B DRAWN BY ¢` a °C ] DETAILS.PROFFITT f Vim 5 BRA KET D TAI 6 LAP IDIN ETAIL H TTER = O z 5.2.8 SCALE 1/2 -1 0 5,2.8 SCALE 1 =1 0 5,2,8 SCALE 1"= 1 0 00 CHECKED BY .__� oc ¢ �_.=F(I.= =I_I 1-i I►... F. MEZA - w I'� liI III- w r _ 33 — { I i i1I( -,3: SCALE W iii 1 l __1»I a i i (_^t�i E I f - F J is m ¢ > (.�� . � �_I, _�!.' - A NOTED O J BRICK PAVERSE �l I 1 p � 1 1 •.: E t(moi�1�� :�i E �::� 11X17 = 1/2 NOTED SCALE P� Q O Ole M v „- FOOTING R t. SHEET DATE i V 1v (PER STRUCTURAL) � .•�° � _.� . 06/29/16 o °c 0- 09 SHEET REVISION INFO 0 W 9.2 � o �A5.2,l 8COLUMN DETAIL = m V _ ow z (n o �'' SCALE 1NN=11_DNN (n 05.2.8 �- mW � zz � w o _ SET REVISION INFO WZV }— ' Q � V) � DC Z O > Z S W O ' u z SHEET DESCRIPTION w Im Ln W O Z T+IN � W O EXTERIOR zui 1 4�- 2 ELEVATION m ce a Z 2 5 W a > 5'-0” D ETAI LS � z = z LU z PRO]ECT NAME W _ O PLAN VIEW ce ce Z ATLANTIC BEACH O A I HERITAGE w 9.1LU n 0-4 u' LL' A5.2.82 LAP IDING _ DUVAL COUNTY o 0 w 9.1 LAP SIDING _ t '-' w � c 5.2.82 " 411xi HT M LOT/BLOCK 102 4 TRIM 4X4 SHINGLE E z z p n POST SIDING _. .............. TBI NUMBER 102 ZO 1"x4"TRIM 2"x4n 2" LOUVER ___._._..._._ ��---- Ln Z w p Q _ 1/2°SHEATHING PANEL —---_ � - � ANASTASIALn 4. N1V ice- a W > _ = 4"x4"WOOD 4"TRIM {cV z � o w 0 ,.., }„ ____.__.___....__.____ ____..__.__._....___._.._.._....._._.._._ r_._ ....._. _. __. __.__._.___..______.__.____.______.___-_.__.-___-_ POST x 3� 4" 4"POST `° LU U o Q `�' `�' = CAP ABOVE. _..__._.._._ ELEVATION NAME LL_ d. �- cilZ a o - COASTAL � ._.__..._..._.__...._...._._._.._...._.._..__......_......._..__.._.__.._ Ph ..._..._...._._...._._ ___._ .____._._...._--______.____._.._____.___.__..._..__._.___.- INT. 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V June 29,2016 3t N SINGLE RECEPTACLE I DUPLEX RECEPTACLE 'C� GE�3 o0 W 00 p �3 t>j A ® 240V RECEPTACLE C-7 c� ce ao SWITCHED RECEPTACLE ' 6730 0 0 QUADRAPLEX RECEPTACLE ° OR � � SINGLE FLOOR RECEPTACLE 0 a � O DUPLEX FLOOR RECEPTACLE `r 000 ° 0 JM SWITCHED FLOOR RECEPTACLE RED �., O QUADRAPLEX FLOOR RECEPTACLE AR 96730 Z LI_ MANUEL GONZALEZ,AIA a o GFI GROUND FAULT INTERRUPTER z 6-4 (A A; WP WEATHERPROOF GROUND O i EP ELECTRIC PANEL ► pi ch a 0 VP VAPOR PROOF OU w° ° ® RECESS INCAND. (EYEBALL) FIXTURE 0 o g SINGLE FLOOD - WALL MOUNTED �, w � M 1 A 'S. z � O a a J W Q - W = DOUBLE FLOOD WALL MOUNTED a > F-- H 2l 0 8 SINGLE FLOOD - SOFFIT MOUNTED H o =o = DOUBLE FLOOD - SOFFIT MOUNTED G A ■ z U w a z - HANGING / PENDANT - CEILING HUNG00 S > (U cc cn }- INCANDESCENT FIXTURE - CEILING MOUNTEDi LU • N 0o{ INCANDESCENT FIXTURE WALL MOUNTED s o 0-4 RECESSED HIGH HAT Waz ® x = o 2 FT UNDER CABINET FLUOR. FIXTURE AQ, 3 FT UNDER CABINET FLUOR. FIXTUREce w A LU o `t i4 FT UNDER CABINET FLUOR. FIXTURE A z CL 0*LU = o STRIP LIGHT � a Q z 012x24 FLUOR. FIXTURE O a tau z W t s a D 12x36 FLUOR. FIXTURE O aco 0 o J 012x48 FLUOR. FIXTURE a = o a Q 2448 FLUOR. FIXTUREce N U- EXHAUST FAN a o � oo m �O EXHAUST FAN W/ LIGHT c 0z ,Q O CO. METER OQELECTRIC a' GAS CO. METER DRAWN BY ce SD CO SMOKE DETECTOR/ CARBON MONOXIDE DETECTOR S.PROFFITf o z sD SMOKE DETECTOR CHECKED BY V? to Q Uj °; $ SINGLE POLE SWITCH F. MEZA o z w .. $ 3 WAY SWITCH SCALE Co Q J 3 J o 4 4 WAY SWITCH 22X34 = SCALE AS NOTED 0 0 _ DIMMER SWITCH 11X17 = 1/2 NOTED SCALE 0ui `n T PUSHBUTTON 0o L= DISCONNECT SWITCH SHEET DATE beLn 06/29/16 Uj P--4 0 JUNCTION BOX o ceFq TV JACK SHEET REVISION INFO ,a O z Uj m i PHONE JACK - PREWIRE ONLY o w z cn Q THERMOSTAT a O PHOTOCELL - SOFFIT MOUNT m m uz, 's Q PHOTOCELL - WALL MOUNT -1 2: u a © ELECTRICAL PANEL SET REVISION= = W SP SPEAKER WIRE FROM TOP OF WALL ON INFO W z � K KEYPAD Uj 4 `nm ® CHIMES o o � E� STRUCTURED PANEL a.k.a. SMART BOX, COMMUNICATIONS BOX MEDIA B � t W = OX, HOME DIRECTORY) o w Z cn INT. INTERCOM SHEET DESCRIPTION (n uiW o ELECTRICAL m p� 0 Z FOR SCHEDULES REFERENCE ONLY Q AND NOTES nz � ¢ cekn oWp (n PROJECT NAME Mce� zz ATLANTIC BEA CH W W = � p H E RITAG E Uj V � p = DUVz O AL RUNTY W u, z F- ce LOT/BLOCK 102 E z a z TBI NUMBER 102 Ln ozo _ Z W O MODEL N 00 Ln `t0 � -- W Q � ANASTASIA t0 W Uj � Wwz 'Q ELEVATION NAME oU 0 W L1_ N ;z0 ALL _ W N � cnCCW W ui V rn 0 um Z SHEET NUMBER -a W �' cc Qz = � _oUJU- = 3:: LU CQ F i'�.E C F Y L) EN =jjOu- n_j Q QURO ENUMBER 1010.1 To THE BEST OF W aroMaF)GE,THE DESM D =ON THM DRAWNG MWM wrrn THE APPUCA Z KNN M ODDE n1 EFFECT AS of DATE of CEIMM MN BELOW. N ~' OF F TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING W P•�tiO� 0000jQ �_- co 00 0 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE 02 BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS FOLD UP WEATHER HEAD FLASHING TIE-IN MECHANICALLY FASTEN AS WEATHER FOLD UP WEATHER t3'�� 0 co � O a } RESISTIVE BARRIER & NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER & a 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE TEMPORARILY SECURE INSTRUCTIONS: 0 0 o ER TO ALLOW FOR FLASHING INSTALLATION THROUGH FLASHING BARRIER TEMPORARILY SECURE �c► 0 HEAD 1. CUT, FOLD UP &TEMPORARILY �',�, 00 � 0 SECURE WEATHER RESISTIVE ° 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER ABOVE HEADER TO WEATHER BARRIER ALLOW FOR FLASHING RESISTIVE EXTERIOR ED � o INSTALLATION BARRIER SHEATHING MANUEL GONZALEZ,AIA ,o z 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD SILL PAN WEATHER TAPE 6�� FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE AR 9630 ? 2. INSTALL HEAD FLASHING UNDER BARRIER WEATHER RESISTIVE BARRIER 2 o _ (ASSEMBLED 1-10 3. FOLD WEATHER RESISTIVE WINDOW ) .10 W O :......r�.,ti :`::>::::.:::::.. ce. ;., YV,;..:: ;:' Q SILL PAN BARRIER BACK OVER HEAD 2 C13 ::.,:: :>^ :::::.::::.. oc z ::: ;:: FLASHING AND SEAL WITH TAPE00 Rt s s FLASHING N W o- � ;:.::•::•:::?::• ..:;.. .�:::::::��•::'.. DO NOT FLASH1010olo, 00 W Q :::..::r.. x.. ..��.:... CORNER OVER BOTTOM a a °° ;: :'_: ::,1;:` ,: NAILING FLANGE W O :.;4..;;.::., :r::;. ..�, :.::: PATCH �.+ H 0 O W pp _ :.:. C `n O A °° o :;::,: oo o o ::::.7: ::�::::: :. NOTES. U w N ; 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE "� �` MIN. 6 WIDE). CONFORMING TO AAMA 771-07 J W z FLASHING ::r::::....:.: t ) 0 0 :::=:�:;.:;�:�:• ::�'. 4 .:. FLASHING to o 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE. W ►.......... O A NOTES 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. a ` ` '- 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE MIN. 6" WIDE cc W z � t ) a A �a :;7:;;.:;.:;:::. CONFORMING TO AAMA 711-07 4. INSTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED w z A A4 o; = o BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 A .. . ... 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS = Z W 3. MECHANICALLY FASTEN AS NECESSARY a o N ZJ EXT-1 TYPICAL SLIDING GLASS DOOR FLASHING DETAIL EXT-2 TYPICAL WINDOW FLASHING DETAIL a Q 0 � oEXT-i EXT-2 D3 N.T.S. ( ) D3 N.T.S. t ) >,- oU- OPTION -A oa ce m ceu � _ 0 o- 6" FLASHING a ` CONT. DRIP EDGE >. cj W m CANT STRIP ACROSS DOOR HEAD DRAWN BY TO DIVERT RAIN WALL PER PLAN z z WALL PER PLAN W. GRIFFIN U) Q SILL PLATE W �; CHECKED BY Z W SEE NOTE #2 -DRIP S. LEE m REGLET Qo 1" EXTERIOR SCALE o = DOOR 22 X 34 = SCALE AS NOTED � cn WALL SHEATHING EXTERIOR 11X17 = 1/2 NOTED SCALE 0 o c WITH WEATHER WINDOW d o RESISTIVE BARRIER ne Z4a o bSHEET DATE O ce NOTES: a O z 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) NOTE. = m ou CONFORMING TO AAMA 711-07ONLYAPPLIES SHEET REVISION INFO THIS W z DOORS DETAIL HAVE NO IMMEDIATE OVERHANGS Z EXTERIOR = o z 2. INSTALL SILL FLASHING AS SHOWN ABOVE ABOVE THEM AND DOORS THAT HAVEA SECOND m W 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS STORY WALL ABOVE THEM. r i J � uaoo 00 U)UW EXTERIOR DOOR WINDOWz = WATERPROOFING AT EXTERIOR SET REVISION INFO c � �~.. Q a � m EXT-5 EXTERIOR OPENING OR BEAMKE;T�_6 HEAD DRIP DETAl EXT-7 HEAD DRIP DETAIL 0cez 0 W> z (EXT-6) D3 N.T.S. (EXT-7) po o o D3 N.T.S. (EXT-5) D3 N.T.S. Q uJ _ OC W z U) WZ to W 0 SHEET DESCRIPTION D-4 O W O m w o ce STANDARD w �aOV NOTES & DETAILS W C7 J Z W � Q UJ � z PROJECT NAME c ui O p � W ui W ►— US W FE Z O W U, z F- LOT/BLOCK I Z o z TBI NUMBER o Z o MODEL a ^ tea N U) ce W Q ALL a > M W W Z W � zQ ELEVATION NAME z a ALL W ce cu � ~ Zp c Z = .-• Z vi m SHEET NUMBER cc � pz = � Ocu � � cn O F- ui � Zmu FILE Cuey 10U- CUfR0 ERIAL NUMBER 1014.0 1 _ *... I V THE BEST K 1'I I�TW YISM NIVID VIS� ROOFING PER CONTRACT: ON (2) ROOFING PER CONTRACT. (CONTRACTOR TO0"M WWr AS OF MIT OF CIMM7101i 11110W. 7/16" SHEATHING PROVIDE PRODUCT APPROVAL FOR ROOFING ilk' TO PROVIDE PRODUCT SYSTEM) APPROVAL FOR ROOFING SYSTEM) SEE PLAN ,(POk Cp w ALL ROOFING UNDERLAYMENT TO BE SEE PLAN '`" 0000 000000 ALL ROOFING UNDERLAYMENT TO BE SELF-ADHERING POLYMER MODIFIED BITUMEN co 0 o SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 n � m SHEET TO COMPLY WITH ASTM D 1970 ,r t , PRE-ENGINEERED WD TRUSS 24 O.C. 0 JAR9673 �- -j 2 X 6 W/ 2" DIA. ell ROUND VENT @ .-' INSULATION BLOCK, !u 24" O.C. °�� 00 ,- 2X4 SUBFASCIA ° c30 METAL DRIP FRE A�G� z CARIBBEAN CLASSIC COASTAL EDGE ``� METAL DRIP �` �\ �\ 4 �l EDGE MANUEL GONZALEZ,AIA 1X4 FASCIA CEILING INSULATION AR 9630 z z 1X6 FASCIA CEILING INSULATION o (SEE ENERGY CALCS.) 2X6 RAFTER TAIL - (SEE ENERGY CALCS.) 4 W VENTED SOFFIT W/3" MF7ER TAIL LEGEND@ 24 O.C. 1/2 RIGID GYP. BD. 1/2 RIGID GYP. BD. 4 w 2 DIAM. VENTS @ 48" th a 0 3/8" DBL. 2x SYP. WD. DBL. 2x SYP. WD. i a TOP PLATE 0. C., TYP. TOP PLATE cc z CEMENTITIOUS 0 J OVERHANG 2x SYP. #2 WD. STUDS 00 0 11' o 00 SOFFIT 2x SYP. #2 WD. STUDS ® � M @ 16 O.C., TYP. FINISH MATERIA a 0 PER ELEVATION L @ 16" O.C., TYP. o z FINISH WALL INSULATION w ■ i w a MATERIAL PER EE ENER REFER TO WALL INSULATION ,.a a UJI = co (S GY CALCS ) ELEV. FOR SEE ENERGY CALCS. w � H- 0 ELEVATION ) � �' ao � ^ 2x SYP. #2 WD. HEADERPVERHANG2x SYP. #2 WD. HEADER � H g 0 o i -SEE SCHEDULE z = -SEE SCHEDULE p A W o Q z u w N W o SCHEDULED WINDOW -- SCHEDULED WINDOW g w z (SEE FLOOR PLAN) (SEE FLOOR PLAN WINDOW ATTACHMENT ) • z o o WINDOW ATTACHMENT 110,E 1010, COMPLIANT W FBC-R to - ,� 0 / COMPLIANT W/ FBC R �w O W a zo 2x�SYP. #2 WD. STUDS @ 2x SYP. #2 WD. STUDS @ x O L) 16 O.C., TYP. LLJ 0 16 O.C., TYP. a p a WALL INSULATION WALL INSULATION w A w � CL (SEE ENERGY CALCS) (SEE ENERGY CALCS) z v uj a o EXTERIOR STRUCTURAL EXTERIOR STRUCTURAL A z SHEATHING AS REQUIRED CONNECT WALL PER SHEATHING AS REQUIRED CONNECT WALL PER '•: ,� A _ ¢ W BY FRAMING DETAILS FRAMING DETAILS BY FRAMING DETAILS FRAMING DETAILS © a o 0 2x ILL PLA W o J S TE FINISHED BASE MOULDING 2x SILL PLATE FINISHED BASE MOULDING x N a wo zo 3/4" GYPCRETE (OPTIONAL) 3/4" GYPCRETE (OPTIONAL) WATER RESISTANT BARRIER TOP OF LL, 3/4 THK. T&G SUBFLOOR FL R WATER RESISTANT BARRIER 3/4" THK. T&G SUBFLOOR TOP OF C>Lo o m (2 LAYERS REQUIRED) TRUSS 2 LAYERS REQUIRED) FLOOR U cc -. POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE WRAP TRUSS UJ o OR APPROVED EQUAL SYSTEM OR APPROVED EQUAL SYSTEM 0 0 ROOFING PER CONTRACT. ON (2) ROOFING PER CONTRACT. (CONTRACTOR TO z ucn,, 7/16 SHEATHING 2x RIBBON FASTENED W ROVIDE PRODUCT APPROVAL FOR ROOFING 2x RIBBON FASTENED W oc (CONTRACTOR TO PROVIDE PRODUCT TO FLOOR TRUSSES a SYSTEM) TO FLOOR TRUSSES ce cv o APPROVAL FOR ROOFING SYSTEM) SEE PIAN PER TRUSS ENGINEER PER TRUSS ENGINEER > z ALL ROOFING UNDERLAYMENT TO BE DRAWN BY o z ALL ROOFING UNDERLAYMENT TO BE IWAINSCOT/TRANSITION SELF-ADHERING POLYMER MODIFIED BITUMEN SEE PLAN WAINSCOT/TRANSITION W GRIFFIN `ofWc' v) ¢ SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 2x RIBBON FASTENED BATT = w SHEET TO COMPLY WITH ASTM D 1970 2x RIBBON FASTENED LBATT CHECKED BY TO FLOOR TRUSSES INSULATION REQUIRED t- � �� , .-- � " TO FLOOR TRUSSES �.,� INSULATION REQUIRED ,. � PRE-ENGINEERED WD TRUSS 24 O.C. Ce z w 2 X 6 W/ 2 DIA. ,.- PER TRUSS ENGINEER AT GARAGE (SEE PER TRUSS ENGINEER w AT GARAGE (SEE S. LEE 0° a > ROUND VENT @ -� ENERGY CALCS INSULATION BLOCK ENERGY CALCS) SCALE 0 0R a 24" O.C. - PRE-ENGINEERED WOOD FLOOR '� 2X4 SUBFASCIA PRE-ENGINEERED WOOD FLOOR - 0 = TRUSSES (VERIFY W/ TRUSS 1/2 RIGID GYP. BOARD TRUSSES (VERIFY W/ TRUSS 1/2" RIGID GYP. 22 X 34 - SCALE AS NOTED I 1L METAL DRIP �,, ENGINEER FOR TRUSS LAYOUT) METAL DRIP ENGINEER FOR TRUSS LAYOUT) / BOARD - 0 0 ` EDGE EDGE ' '' K 11X17 - 1/2 NOTED SCALE 0 1/2 GYPSUM 1/2" GYPSUM oc cn 1X4 FASCIA CEILING INSULATION WALLBOARD ON STUDS SHEET DATE WALLBOARD ON STUDS 1X6 FASCIA CEILING INSULATION a o (SEE ENERGY CALCS.) DBL. 2x SYP. WD. TOP PLATE W/ WALL INSULATION _, (SEE ENERGY CALCS.) DBL. 2x SYP. WD. TOP PLATE W/ WALL INSULATION 0 oc 2X6 RAFTER TAIL 1/2 RIGID GYP. BD. ( ) VENTED SOFFIT W/3 1 2 RIGID GYP. BD. ( ) ,a o z �� SEE ENERGY CALCS �� SEE ENERGY CALCS W >_ o @ 24 O.C. SCHEDULED WINDOW DIAM. VENTS @ 48" / SCHEDULED WINDOW _ °o v ,� DBL. 2x SYP. WD. (SEE FLOOR PLAN) (SEE FLOOR PLAN) SHEET REVISION INFO 3 F- W z U) 3/8 i-4 TE WINDOW ATTACHMENT 0. C., T1 DBL. 2x SYP. WD. WINDOW ATTACHMENT 0 TOP PLA HEADER SEE FRAMING TOP PLATE HEADER SEE FRAMING Z = o z CEMENTITIOUS OVERHANG COMPLIANT-WITH FBC-R COMPLIANT WITH FBC-R w z SOFFIT 2x SYP. #2 WD. STUDS PLAN FOR SIZE AND DEPTH 2x SYP. #2 WD. STUDS PLAN FOR SIZE AND DEPTH m Co w @ 16 O.C. TYP. FINISH MATERIAL " � PER @ 16 O.C., TYP. uJ a 0 o FINISH WALL INSULATION ELEVATION REFER TO WALL INSULATION z = 0 W MATERIAL PER SEE ENERGY CALCS. , � cn J w ELEVATION ( ) ELEV. FOR (SEE ENERGY CALCS.) C:) VERHANG SET REVISION INFO z 2x SYP. #2 WD. HEADER 2x SYP. L #2 WD HEADER Q g m -SEE SCHEDULE -SEE SCHEDULE cc Q cn 0 o SCHEDULED WINDOW SCHEDULED WINDOW SCHEDULED WINDOW SCHEDULED WINDOW oz v = SEE FLOOR PLAN - (SEE FLOOR PLAN) SEE FLOOR PLAN SEE FL w z `� ( ) ( ) ( OOR PLAN) X: w o 1/2" GYPSUM WALLBOARD ON 1/2 GYPSUM WALLBOARD ON 1/2" GYPSUM WALLBOARD ON 1/2" GYPSUM WALLBOARD ON SHEET DESCRIPTION _ STUDS W/ WALL INSULATION EXTERIOR SHEATHING TO STUDS W/ WALL INSULATION EXTERIOR SHEATHING TO STUDS W/ WALL INSULATION EXTERIOR SHEATHING STUDS W/ WALL INSULATION f-- z ,�; EXTERIOR SHEATHING TO SEE ENERGY CALCS (SEE ENERGY CALCS) SEE ENERGY CALCS T SEE ENERGY CALCS STANDARD .t >- oc 0 ( ) BE FLUSH WITH THE EDGE BE FLUSH WITH THE EDGE ( ) BE FLUSH WITH THE EDI6E ( ) a, BE FLUSH WITH THE EDGE OF THE FOUNDATION 1/4" OF THE FOUNDATION 1/4" OF THE FOUNDATION 1 4If o ¢ w p OF THE FOUNDATION, 1/4" 2x SYP. #2 WD. STUDS ' 2x SYP. #2 WD. STUDS 2x SYP. #2 WD. STUDS 2x SYP. #2 WD. STUDS L' GAP BETWEEN FOUNDATION TYP. GAP BETWEEN FOUNDATION GAP BETWEEN FOUNDATION 16" 0 C TYP GAP BETWEEN FOUNDATION 1 „ NOTES & DETAILS @ 16 0.C. @ 16 0.C., TYP. @ @ 6 0.C. TYP. UJIz Z J z AND SHEATHING AND SHEATHING 2x P.T. SILL PLATE AND SHEATHING 2x P.T. SILL PLATE AND SHEATHING 2x P T , w 0 J a 2x P.T. SILL PLATE P.T. SILL PLATE cn WATER RESISTANT BARRIER WATER RESISTANT BARRIERCONNECT WALL WATER RESISTANT BARRIER WATER RESISTANT BARRIER PROJECT NAME - w 0 v o (2 LAYERS REQUIRED CONNECT WALL TO FOUNDATION (2 LAYERS REQQUIRED) PER FRAM NG DETAIFLO,SUNDATION (2 LAYERS REQUIRED CONNECT WALL TO FOUNDATION 2 LAYERS REQUIRED) CONNECT WALL TO FOUNDATION w PER FRAMING DETAILS POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUR PER FRAMING DETAILS POLYETHYLENE HOUSE RAP PER FRAMING DETAILS cc ) OUSE WRAP POLYETHYLENE HOUSE WRAP °C � z W OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUALS STEM PROVIDE CONT. METAL TERMITE o SHIELD UNDER SILL PLATE FLASHING SHIELD UNDER SILL PLATE FLASHING SHIELD UNDER SILL PLATE FLASHING SHIELD UNDER SILL PLATE uj FLASHING v °� w FINISHED BASE MOULDING FINISHED BASE MOULDING FINISHED BASE MOULDING FINISHED BASE MOULDING L1 M MAIN FIN. FLOOR MAIN FIN. FLOOR MAIN FIN. FLOOR MAIN N. FLOOR - - - - - " "' ELEV @ p�_0�� • . :. _.4.: ELEV @ 0�_0�� a : : .. ELEV 0 0 �-r ' LOT/BLOCK o = o W ELEV @ 0�_0�� .. : a, . :,�..• .. � � . . . .•. � _ . :. , , . LlJ • .a ° 'a W s° a LJ.! as a W 4° 4 Zzz � W > o Iii > o dq > o • z z I ' I III III I III III TBI NUMBER �, o I III III o 0 0 I III III 0 o ~ .4a III:: III 4" CONC SLAB W/ 4� I I ( I I ( I 4" CONC SLAB W/ ~ III III I 4" CONC SLAB W/ _ Q°. 111 I I ( I 4" CONC SLAB W/ MODEL a UJ n `_ °° .�� I I I1. VAPOR BARRIER I I I( � VAPOR BARRIER °° I I I VAPOR BARRIER °° I I I VAPOR BARRIER � Wa _ - ALL � I_ _ : '� _ : .4 III I- .4 .4 III I_ r.., w 0 z — REFER TO STRUCTURAL REFER TO STRUCTURAL REFER TO STRUCTURAL REFER TO STRUCTURAL 1 �., a - ( I DRAWINGS F R � - I ( _ DRAWINGS FOR - I I DRAWINGS FOR - I I DRAWINGS FOR ELEVATION " v "'' "- -" - COARSE COUNT& a - COARSE COUNT& - COARSE COUNT& _" - COARSE COUNT& NAME z W o M III d III— M III I I I� M III a III— M III a I I (— FOOTING SIZE FOOTING SIZE - FOOTING SIZE ALL �' W • �. • I I I FOOTING SIZE _ . •. I I I (PROVIDED BY • •. I I ( PROVIDED BY • • I ( 1 PR VI ¢ w 3 � — Q (PROVIDED BY — — _ OTHERS) OTHERS ( T 0 DED BY ry _ I I ( OTHERS) - III - III ) - 111— OTHERS) Y z = o � � � Ifl III � i � , i III II � X11— � i T ' _z III_ SHEET NUMBER F; CA LU - r W W EXTERIOR WALL EXTERIOR WALL tv Z = � 'I' 3 SECTION WITH WINDOW 4 TWQ-STO Y WALL SECTION 3 SECTION WITH WINDOW 4 T1 /0-STORY WALL SECTION- �7WmW D7 _ui DSCALE 3/4.. _ 1._p.. _ D7 _ 1._0.. D7 �' W o o SCALE: 3/4" - 1 -0 SCALE. 3/4 SCALE: 3/4 - 1'-0" a c. o ERIAL NUMBER 1014.0 TO THE BEST OF MY DOWI�GE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLXNU MINIMUM SMING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. 1 N � ET MIRROR 3" FROM - - " SET MIRROR 3" END OFF BACK SPLASH MIRROR VANITY 5 FROM INSIDE CORNER DRYER VENT (TYPICAL) ,�� OF F� 000 0000 GAS PIPE (TYPICAL) _J'`"00 o FOR GAS DRYER ONLY00 �,�, < 00 11_21T a ch o AR9673 o to ~ COUNTERTOPS o w u DRYER VENT (TYPICAL) G � X0_0 36" HIGH X = 0% GAS PIPE (TYPICAL) F °° v, VANITY-5" MIRROR M � FOR GAS DRYER ONLY RED A� z OUTLET BOX ( } Ln m Ir MANUEL GONZALEZ,AIA o o a 1/4 MIRROR DRYER VENT BOX- AR 96730 z o CENTER SIDEWAYS ATTACH PER MFR. z; zEn IN BACKSPLASH Q D O 1/2" RECESS INSTRUCTIONS o � _ FOR MIRROR DRYER VENT BOX- 0 ~o ATTACH PER MFR. W _ = a oc 2X4 HALF WALL O INSTRUCTIONS _ & a, cc z co `"' -1 " YORKTOWN P.T. SILL PLATE N P.T. SILL PLATE co o `�' TRIM - MM MIRROR (IF SLAB ON GRADE) :_, (IF SLAB ON GRADE) co rn ,.. aW. o CABINET w ON , a VANITY MIRROR INSTALLATION INSTRUCTIONS: ,� a 0 W �_- o WITH PEDESTAL 1. IRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. W in = 2. P T BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, 00 BUTT MIRRORS TIGHT AT INSIDE NOTE: O A *{ o z CORNER. (YORKTOWNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, U w N > NOTE. BRACKETS REQUIRED IF BOTTOM, OR READ VENT LOCATIONS. v, 8 > W z COUNTERTOP CANTILEVERS MORE THAN 10" 3. PON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED 0 � 0 BEFORE REMOVING ALL CLIPS AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM �uO 1 rr ) ' cn 12 +/- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. LENGTHS PER MANUFACTURER'S SPECIFICATIONS. ® Z ^ W Q Z +" O _ KITCHEN HALF WALL DETAIL (,--NT-2M STER BATH MIRROR WOOD TRIM DETAIL _ DRYER VENT SOX FOR DRYER ONLYINT 1 INT 3 O oc Lu z - Fri :T7 /IT 0 U n _ r " } o a �$ ALE: 1 2" = 1'-0" (INT-1) D8 SC LE. 1/2 - 1 0 (INT-1) �$ AL 1 2" = 1'- (INT-3} `� A SC / SC E. / 0 w ce A z A � CL IT cn TILE OR STONE ON 1/2 COMPARE :.� � a W HARDI BACKER BOARD MANUFACTURER'S a p� o 3 �� -, Rio ce OVER / EXT. PLYWOOD DIM OF TUB & O O W o J TOLL APPROVED TILE BACKER (REFER ON 2X4 FRAMING. PUMP LOCATION x N -� TO CONTRACT SPECIFICATIONS a 0 cc W WALL TILEREFER TO FLOOR PLAN, VARIES - SEE PLANS o c °° VARIES BY MODEL uj 2X BLOCKING BETWEEN 0 o z .. 1 ROW OF TILE ce STUDS (3 WALLS) o 0 (n � 2X4 @ 16" O.C. cn z � ° VINYL LINER 3 WALLS EXTENDED 5" 0- '' CORNER SHEL m UP WALLS ( ) oc o �1) C DRAWN BY z o 0 ELFAM48"CA.F.FER o - 2X4 LEDGER o z F OR TILE W. GRIFFIN 12 cn ¢ 100% SILICONE SEALANT BETWEEN u.. °° a: - _ TILE BACKER AND WET BED o d- �- �,- CHECKED BY ` a- x x DROP IN TUB x t z w w > 2" SHOWE RAIN + N N N > FLOOR TILE � 2X4 CRIPPLES S. LEE w Q 2-2X4 THRESHOLD • • = SCALE Q o 22 X 34 = SCALE AS NOTED � wc=n H- U- cn — 0 0 • .• • • .•.• .• • .•.• • • - • . - • •• • . _ TILE AT DOOR a 11X17 - 1/2 NOTED SCALE J ��- 2X4 TO BE P.T. SUPPORT UNDER 0 THRESHOLD _ WALL TILE WHEN IN CONTACT TUB AS REQ. BY W 4 b �•,, _ F- W/ CONC. MANUFACTURERS. ADJUSTABLE GAUGE COAT SHEET DATE o WETBED PLA a o z SHOWER DRAIN W m 8 II LINER SET IN SEALANT @ (FR�_33D RO P I N TU B DETAIL SHEET REVISION INFO o 2 SHOWER DRAIN FLANGE OVER ROOFING FELT . o NOTE. D8 SCALE: 3/4" = 1'-0" (FR-33) z = o NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXACT SIZE AND SHAPE VAIRES BY MODEL AS : `t w ? BE USED IN LIEU OF CERAMIC WHEN MARBLE/ WELL S PLUMBING ACCESORIES. REFER TO SHOWER ELEVATION >_ m W MARBLE TILE OPTIONS ARE SELECTED. ARCHITECTURAL PLANS BY MODEL. P Lu o � JWrNT--4RB N FRA HE �.SHOWER & CU O MED FLOOR INT 5 STANDARD SHOWER S LF LOCATION SET REVISION INFO UJz ;5 - END POST TIED INTO FLOOR Q�� a � o D8 SCALE: 3/4 = 1 -0 (INT-4) SCALE: 1/2" = 1'-0" (INT 5) JOIST BELOW EXTEND TO z o � z BOTTOM OF FLOOR]GISTS. 00 z � _ END POST TO PENETRATE o W SUBFLOOR. (DWo HEFT DESCRIPTION � z � � FACE NAIL END POST TO STANDARD m a z BLOCKING. Lu a 2x BLOCKING BETWEEN NOTES & DETAILS z i z FLOOR TRUSS AGAINST ' cn J Q END POST. ; ce W _ "' ' % PROJECT NAME w cn o SUB FLOOR. OW W z W � 0 Q /� / ` / /moi / W V 0U) UJ W i iimoi' 'oeloo le Lu wz / ��' /�i� ��\\ `��\ /�r �'' /�i� �� ,/ \\\\�\ /��%�i�' LOT/BLOCK En 3 z 0 z \' '>y ' TBI NUMBER O. cn O �i �� / \\ `i /moi ( .4 CL ,.y - �' i MODEL 10, W UJ a. > ALL en � o � y. � �% ; : ;�'';�' NAILS(TYP) t `r� W z a FLOOR TRUSS. ELEVATION NAME M g W 0 z ~ WU- ALL zW 0 U) W d= QW � �i ~ Z O z = -'N0 vi m SHEET NUMBER ui oc � oz = � .c) �r „ o • ' { _ u � W FR-34 HALF WALL TIE-IN F- pWm k u i M U-io o �P8 N.T.S. (FR-34) ac� f- o ERIAL NUMBER 1014.0 ' As