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1768 MARITIME OAK DR - ARCH DRAWINGS M THE OW Of W uNMB)GE,THE DESIGN DM=ON TIDS DRAWDIG ODNRIES WN THE APFUCABLE MN"BUBDM V € CODE DI&Wr AS OF DATE OF CMMCATION KLOW. .-4 z September 6,2016 < - OF Fz v i ;. ."`. O � ` O o 54 , 0.. J V I— µ R9673 z �. � L to•4V• 4•tR ... ���Z 9 MANUEL GONZALEZ,AIA f AR 96730 Z O cin u°C.i Ceuj ~o Zm ABBREVIATION LIST GRAPHICS LEGEND SQUARE FOOTAGE NOTES LIST OF DRAWINGS z PARTIAL SECTION INTERIOR ELEVATION SHINGLE ELEVATION * M uj m Abbrev. Description Abbrev. Description Abbrev. Description _ DETAIL# _ - DETAIL# AREA CALCULATIONS s.F. i ClC1 COVER SHEET - Index of Drawings a o~ __ DRAWING # ___ DRAWING # GN1 GENERAL NOTES Cl a a ` W # NUMBER F.P. FIREPLACE PT. L.D.DPOINT LOAD FIRST FLOOR 2743 z � & AND FRT. FRONT PWD. POWDER F;� = EQUAL FT. FEET PLW. PLYWOOD BUILDING SECTION DETAIL CALL-OUT SLAB LAYOUT o A s 3 0 - - - DETAIL# _ DETAIL# TOTAL LIVING AREA 2743 SQ. FT. A1.62 SLAB LAYOUT w W z @ AT FTG. FOOTING _ ! -_- O A/C AIR CONDITIONING F.O.M. FACE OF MASONRY R RISER ___ ___ DRAWING # / DRAWING # A1.N SLAB LAYOUT, NOTES, SCHEDULES, &DETAILS �'" rr o s o RA RETURN AIRto �, o ABV. ABOVE a z ADJ. ADJUSTABLE GAL GALLON RAD. RADIUS CEILING HEIGHT CHANGE COVERED ENTRY 357 FLOOR PLAN o ���� A2.62 FLOOR PLAN x z ^ A.F. ABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR COVERED LANAI 40 F a, o C W z A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. REINFORCING CENTER LINE SPANISH TILE A2.N FLOOR PLAN NOTES, SCHEDULES, & DETAILS a A A o Q GROUND FAULT GARAGE(s) 602 w z a AHU AIR HANDLING UNIT GFI RM. ROOM ELEVATION MARKER SHAKE SIDING EXTERIOR ELEVATIONS A = zo INTERRUPTER -� *" a �- v, ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING TOTAL 3743 SQ. FT. A5.62 FRONT &SIDE ELEVATIONS SLAB RECESS SIDING � �-' a A >- z % A5.1.62 REAR & SIDE ELEVATION & ROOF SLOPE PLAN �.. Z W ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD RQD. REQUIRED x o o R & SH ROD & SHELF FRAME BEARING WALL BRICK A5.2.62 EXTERIOR ELEVATION DETAILS k. � Q N F O rr_ u.. � B.B.Q. BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL 1�1 zo a - INTERIOR WALL :,�: BUILDING SECTIONS BD. BOARD HB HOSE BIBB _ STUCCO FINISH SF S . FT. SQUARE FEET (NON-BEARING) A7.62 BUILDING SECTIONS & DETAILS o B.F.F. BELOW FINISHED FLOOR HD. / HDR. HEADER / Q Q �.. __. ..__. _ ._.__..._ w ,. BOTT. BOTTOM HGT. / HT. HEIGHT _ SGL SINGLE CMU MASONRY WALL =__ EARTH oo BR. BRICK HORIZ. HORIZONTAL SHT. SHEET DIFFUSER LAYOUT u, z BKFST. BREAKFAST SH. SHELF GABLE END WALL INSULATION M ......1.62 DIFFUSER LAYOUT o R INSUL INSULATION SHWR. SHOWER FRAMED KNEEWALL - DECORATIVE STONE DRAWN BY a CALC. CALCULATIONS INT. INTERIOR SL. SLIDER ELECTRICAL LAYOUT °� W C.J. CONTROL JOINT I.L.O. IN LIEU OF SPECS SPECIFICATIONS DROPPED SOFFIT PRE-CAST LINTEL/ HEADER E1.62 ELECTRICAL LAYOUT E. KE5SETEBERHAN m - oo -o CL CENTER LINE S.P.F. SPRUCE PINE FIR CHECKED BY o z CLG CEILING KS KNEE SPACE SPRIG. PT. SPRING POINT lc*rANDARD NOTES & DETAILS M. GONZALEZ � CMU CONCRETE MASONRY UNIT STD. STANDARD DESIGN CRITERIA D3 STANDARD NOTES & DETAILS 0. LZ2 C.O. CLEAN OUT L LONG STL. _ STEEL t D7 STANDARD NOTES & DETAILS SCALE Z > COL. COLUMN LAV i.AVATORY STOR. STORAGE TWO STORY: FIRST F OOR - FRAME SINGLE FAMILY RESIDENCE: GROUP R3 _ D8 STANDARD NOTES & DETAILS 22X34 - SCALE AS NOTED o a COMP. COMPRESSOR LDRY LAUNDRY _ SECOND LOOR - FRAME BUILDING TYPE: - W CONC. CONCRETE LIN LINEN T TOP HOUSE ELEVATION ABBREVIATIONS u- o (n CONT. CONTINUOUS LT LAUNDRY TUB -T&G TONGUE &GROOVE RISK CATEGORY: II _ �. SHEET DATE TEMP. TEMPERED ABBR. FULL NAME �. .�. . CODE V O DESIGN BASED ON F. C. 5TH EDITION (2014) WIND DESIGN BASED ON: ASCE 7-10 MANOR 03 -1 4 b DB. DOOR BELL M.B. MASTER BATH.., THK. THICK ,_ __MAN. ce g DBL. DOUBLE MAX NIA "- T.O. TOP OF F.B.C. 5TH EDITION ( 014) RESIDENTIAL ULTIMATE DESIGN WIND SPEED = 130 MPH WIL. WILLIAMSBURG 07 SHEET REVISION INFO o O DR. & SH. F.B.C. 5TH EDITION ( 014) MECHANICAL NOMINAL DESIGN WIN SPEED = 101 MPH PRO. PROVINCIAL 08 --- DOUBLE ROD &SHELF M C MEDICINE CABINET T.0 B.B. TOP OF BOND BEAM co u DECO. DECORATIVE MFR. MANUFACTURER TR. TREAD CHA. CHATEAU 09 E z vi DET. DETAIL MIL. MILLIMETER TRAN. TRANSOM F.B.C. 5TH EDITION ( 014) PLUMBING EXPOSURE: B VER, VERSAILLES 10 z = � Z DIA. DIAMETER MIN. MINIMUM TYP. TYPICAL F.B.C. 5TH EDITION ( 014) ENERGY ENCLOSED BUILDING INTERNAL CLA. CLASSIC 18 f anui w DIM. DIMENSION MIRK. MIRROR ONSERVATION PRESSURE COEF.: +.18J-.18 VIE. MED. MEDITERRANEAN 19 MOLDING UC UNDER COUNTER C L_ 'TRA. TRADITIONAL 20 a o o DN DOWN MLDG. UNLESS NOTED F.B.C. 5TH EDITION 014 FUEL GAS FOR WINDOWS DOORS SEE FLOOR ~COU. SET REVISION INFO z o W U ( ) WINDOWS/DOORS, • COUNTRY MANOR 21 J W DR. DOOR M.P.H. MILES PER HOUR U.N.O. OTHERWISE - ,f = F.B.C. 5TH EDITION 014 ACCESSIBILITY PLAN FOR ACTUAL PRESSURES: HER. HERITAGE 22 z c` �-- DS. DOWNSPOUT MT METAL THRESHOLD ( ) CMN. CIMMARON 28 0- o m D.S.S. DENSE SELECT STRUCTURE V.8. VAPOR BARRIER NATIONAL ELECTRIC ODE 2011 (NEPA 70) FEMA RULES & REGULATIONS MSN. MISSION 30 o > z DW DISHWASHER N.T.S. NOT TO SCALE VERT VERTICAL N.F.P.A. 101 2014 ASCE 7-10: MINIMUM DESIGN LOADS OFT. CRAFTSMAN 31 _n W = DWG. DRAWING V.T.R. VENT THROUGH ROOF SCL SPANISH COLONIAL 32 U � O.A. OVERALL THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED BOR. BORDEAUX 33 SHEET DESCRIPTION UJ W ZO.C. N CENTER W WIDE AND SEALED OR WHILE CURRENT CODEIS VALID BRO. BROUGHAM 39 COVER SHEET (D w o E EGRESS 0. . z V E.E. EACH END O.H. OVERHEAD W/ WITH REN. RENAISSANCE 40 � a AL WATER CL ET a z E.W. EACH WAY OPT. OPTION(AL) W.C. OS VIE. VIENNA 41 a � 0 EL. ELEVATION OPNG. OPENING WD. WOOD TUS. TUSCAN 44 EIEC. ELECTRICAL OSB ORIENTED STRAND BOARD WDW. WINDOW CLS. z a CALAIS 46 a ENCL. ENCLOSURE PED. PEDISTAL SINK W.I.C. WALK-IN CLOSET ITV. ITALIAN VILLA 58 UJ = Z ENG. ENGINEERED POLY POLYVINYL WP GFI WATERPROOF GFI PBC. PALM BEACH 80 PRODUCT LINE � EQUIP EQUIPMENT P.S.F. POUNDS PER SQUARE '�=.W.M. WELDED WIRE MESH ORB. CARIBBEAN 81 ATLANTIC BEACH CC 601S � � O z Q FOOT _ CST. COASTAL 82 o yj EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH W.W.F. WELDED WIRE FABRIC , HERITAGE _ o FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER _ o W - DUVAL COUNTY � W � FIR. FLOOR P.R. POWDER ROOM . u- � FND. FOUNDATION P.T. PRESSURE TREATED w = o LOT/ BLOCK 0109 I— cc 0 Z TBI NUMBER 0109 t_ z z Z o E MODEL r aZ � � Q ANASTASIA oOc UJ a. � > W 0 Z � Z a F— ELEVATION.NAME V O w SHINGLE W � €� s ( w OFFICE COP I W �'S �-' 0 s � z REVIEWED FOR CODE COMPLIANCE Lu CITY OF ATLANTIC BEACH = SHEET NUMBER co Z uJ SEE PERMITS FOR ADDITIONAL ONAL O = REQUIREMENTS AND CONDITIONS O = Cl ,Q W m W REVIEWED 8Y: DATE: �''� Z J V Z J V OO SERIAL NUMBER 1014.0 t; TO THE BW of W WALE cE,7W DEMGN DMCM on THIS DPAWW Com WM TW ANUcAE MVMN e=94 CODE Dr OF=AS OF DATE DP CER77FIGTtON ee aw. . GENERAL NOTES DOORS&WINDOWS PLUMBING NOTES 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 o ♦? 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN RESIDENTIALF FCO N AND SEQUENCE TO INSURE THE SAFETY OF HE BUILDING AND ITS COMPONENT PARTS HEIGHT&5.7 S FT.. IN AREA.THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44"OFF THE Q ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26"ABOVE jrf ,`Q' �t ,., `'='�,�1' . oC FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54 A.F.F. GRADE. l � r sf � _ DURING ERECTION. THIS INCLUDES, BUT I NOT LIMITED TO,THE ADDITION OF WINDOWS GREATER THAN 72"ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT WHATEVER TEMPORARY BRACING,GUYS OR TIE-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, '�tA F,�: ,% Z p EQUIPMENT, ETC. 001 (� � ao THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. WINDOWS INDICATED WITH (E) OR(EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. SHOWER HEAD AR967 HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE 7'-4" (,� 0 O O CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6'-10" �' 000000 °" V I— ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS,ALL GLAZING AT TUB AND � SHOWER ENCLOSURES AND WINDOWS LESS THAN 60 ABOVE STAIR LANDINGS OR TREADS SHALL BE GENERAL NOTES FRED TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2014 FBC 2411.1.2 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND STRUCTURAL DESIGN CRITERIA SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. MANUEL GONZALEZ,AIA U- LIVE LOADS: ROOF 20 PSF (REDUCIBLE) 3 SOLID WOOD DOORS NOT LESS THAN 1/INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE AR 96730 O RESIDENTIAL FLOOR, UNLESSSTEEL DOORS NOT LESS THAN 1/INCHES(35 MM)THICK, OR 20 MINUTE FIRE-RATED DOORS.OTHERWISE INDICATED 40 PSF s CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.THE ARCHITECT SHALL BE z 40 PSF NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. BALCONIES/DECKS WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING,TO FIT WINDOW OR DOOR SIZES, PRESSURE 1-4 cn STAIRS 40 PSF TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 31/2"TAPCON SCREWS, 6" DRAWINGS SHALL NOT BE SCALED. ' (n w ATTIC WITHOUT STORAGE 10 PSF FROM EACH END AND 12 C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ = I WITH STORAGE 20 PSF (2) ROWS OF 10d NAILS AT 10"C/C. INSTALL SOFFITS PER FBCR R703.1.3 AND R616. sf ATTIC 30 PSF SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS(AS REQUIRED). ® �; � M Lu O HABITABLE ATTICS a- m SLEEPING ROOMS 30 PSF WIND BORNE DEBRIS REGION D BY THE FLORIDA BUILDING CODE ■ N W c 3000 PSI EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINE �s p CONCRETE CONCRETE UNLESS OTHERW SE INDICATED SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE in H OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE '� W W 0 STRENGTH MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE a v,. Z @ 28 DAYS APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL cd Lu _ REINFORCING: WELDED WIRE FABRIC SHA CONFORM TO ASTM A185 PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. �+ E"' ALL REINFORCING BARS ASTM A615 � Hca p -60 60,000 PSI- I � � 8 O w ALL STIRRUPS AND TIES ASTM A615 60 60,000 PS GYPSUM WALLBOARD p POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF " O A � o = PROVIDE i/2 NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8"TYPE"X"GYP. BOARD ON ALL U W N s F- FIBERS PER CUBIC YARD GARAGE SHALL BE � z - "S" 1 0 PSI GARAGE CEILINGS WHERE HABITABLE SPESS THAN 1 2B GYP•. BOARD APPLIED TO THE SIDE.CONCRETE ASTM C90-01 STANDARD EIGHT UNITS fm-1500 PSI MORTAR TYPES 80 RESIDENCE AND ITS ATTIC AREA BY NOL / ® S k MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED w 0 W z UNITS: DURING CONSTRUCTION HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8'ABOVE FINISHED FLOOR. .4,4 O O STRUCTURAL ALL STRUCTURAL AND MISC LLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD 0-+ 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 N THE ENCLOSED SIDE WITH 1 2 INCH GYPSUM BOARD. x � SOFFITS PROTECTED 0 / � A = O WOOD BEAMS RAFTERS JOIST P TES: U.N.O. NO. 2 SOUTHERN YELLOW PINE(19%M.C.) a' 5 V FRAMING: R or OSB ''� A � A4 ;.. S ROOF DECK. PLYWOOD C-C -D, EXTERIOR, a, uj Z FLOOR SHEATHING: T&G A- GROUP 1 APA RATED(48/24) GLASS BLOCK W Z A a • PLYW00 C-C/C-D, EXTERIOR OR OSB MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S- 1800 psi AT 20 DAYS WALL SHEATHING. ce_ z VERSA LAM BEAM: Fb = 290 PSI(2 OE) EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. A p GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. a n. WOOD COLUMNS. PARALLA 2.0E U.N.O. Z w WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: BUILDING IDENTIFICATION � op a' a TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH x W N Q 0 TOP CHORD DEAD LOAD: 10 PSF 20 PSF POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE 0.4 U- _jPROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4 TALL AND 1/2THICK AND CONTRAST WITH ■ o a BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF THEIR BACKGROUND. 0 TOTAL: 40 PSF 50 PSF 0 STUCCO §N "' WIND UPLIFT RESISTANCE: 10 PSF 10 PSF ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8"THREE COAT STUCCO a m SEE DRAWINGS FOR SPECIA L CONCENTRATED LOADS. DESIGN FOR NEW WIND FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL K 0 UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD PLYWOOD PANELS. V z0 LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. ` : p w WOOD FLOOR DESIGN LOADS: OUTDOOR KITCHENS � ac TRUSSES: DEAD LOAD: 20 PSF DRAWN BY 11 ce W ALL CONSTRUCTION WITHIN 24 OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. LIVE LOAD: 40 PSF CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE ca z z TOTAL: 60 PSF FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR w GRIFFIN C, GRILLS OR COOKTOPS. a _ CHECKED BY luulCL FOUNDATION/SITE PREPARATION: ANCHORAGE S. LEE METAL AND WIRE LATH: _ z w 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. SCALE `t 1. FOOTINGS WERE DESIGNED FOR AN ALLOW BLE SOIL BEARING PRESSURE OF 2,500 PSF, _ O J 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL F- Q FOOTING EXCAVATIONS AND SLAB SUBGRAD SHALL 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 - w OF AT LEAST 98%OF THE MODIFIED PROCT R MAXIMUM DRY DENSITY,DETERMINED IN TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. 11X17 = 1/2 NOTED SCALE p ACCORDANCE WITH ASTM D-1557.TREAT AL SOIL FOR TERMITE PROTECTION. 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT ce-i O OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST % INCH AND SHEET DATE 2.THE OWNER SHALL RETAIN THE SERVICES 0 AN INDEPENDENT GEOTECHNICAL ENGINEER BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LRH SHALL BE p ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. TO VERIFY SUCCESSFUL COMPLETION OF SIT PREPARATION EFFORTS. LOCATIONS u� 11 GAUGE BARBED, GALVANIZED OR BLUED NAILS 1W INCHES LONG HAVING A HEAD NOT LESS THAN 0 z FAILING TO MEET THE GEOTECHNICAL ENGIN ER'S REQUIREMENTS SHALL BE RECOMPACTED Y8 INCH IN DIAMETER. SHEET REVISION INFO V AND RETESTED AT THE CONTRACTOR'S EXPENSE,AND AS DIRECTED BY THE ENGINEER. W Z 3.WRITTEN CERTIFICATION THAT THE MINIMU DESIGN BEARING CAPACITY,AND THAT THE MIRRORS cn O C7 COMPACTION REQUIREMENTS HAVE BEEN M SHALL BE MADE BY THE GEOTECH. ENGINEER. MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. Lu H.V.A.C. NOTES °o w THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: TERMITE SPECIFICATIONS: MECHANICAL,RESIDENTIAL,AND ENERGY CONSERVATION D : = pw cn cn SECTION R318 PROTECTION AGAINST TERMITES MOUNT ALL THERMOSTATS AT+4'-0"ABOVE FLOOR. SET REVISION INFO z = TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES,INCLUDING SOIL APPLIED ALL INTERIOR&EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE uu E- PESTICIDES, BAITING SYSTEMS,AND PES1 ICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES.THE H.V.A.C. OF TERMITE PROTECTION LABELED FOR U E A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. ' w Z SECTION 202, REGISTERED TERMITICIDE UPON COMPLETION OF THE APPLICATION OF THE TERMITE ELECTRICAL NOTES PROTECTIVE TREATMENT, A CERTIFICAT F COMPLIANCE SHALL BE ISSUED TO THE BUILDING O > DEPARTMENT BY THE LICENSED PEST CON ROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE DWGS. ARE DIAGRAMMATIC&INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. " w w = "THE BUILDING HAS RECEIVED'A COMPL E TREATMENT FOR THE PREVENTION OF SUBTERRANEAN ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR Z cn TERMITES.TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. SHEET DESCRIPTION S" 0 z DEPARTMENT OF AGRICULTURE;AND CONS MER SERVICES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL -' C� w O NOTE: ELECTRICAL. CODE&ALL CODES, REGULATIONS&RESTRICTIONS HAVING JURISDICTIONS. GENERAL Z Lu 1) METHOD OF TREATMENT'SHALL BE PPROVED BY THE GOVERNING JURISDICTION "LI UID BORATE GROUND-FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15&20 AMP OUTLETS INSTALLED CL o OR BORA-CARE PRODUCT METHOD MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT OUTDOORS, IN BATHROOMS, &GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. NOTES a u, o APPROVAL DATA MUST BE ON FILE I lITH THE BUILDING DEPARTMENT. > V 2 PRESSURE TREATED LUMBER THAT AS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED(110 VOLT TYPE)TO 11 YA. z s ) NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BECONNECTED TO O J z PORTIONS OF WOOD ARE REQUIRE TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE _ OPTIONAL BORATE APPLIED T ALL FRAME MEMBERS WITHIN 24"A.F.F. BATTERY BACKUP SYSTEM.VMULTIPLE DETECTORS MUST BE INDICATOR" BUTTON WITH LU PROJECT NAME O ALL ELECTRICAL SWITCHES SHALL BE 48"A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" z FROM EDGE OF OPENINGS. Lu z w RECEPTACLES SHALL BE 12"A.F.F. UNLESS OTHERWISE NOTED. �.. ALL WALL RECE C � ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 p w CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY,THE LOCATION OF SERVICE AND w I SHALL LOCATE METER AND PANEL AS REQUIRED. O w VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. LOT/BLOCK O z U ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30"A.F.F. TBI NUMBER O O z IN EVERY KITCHEN, FAMILY ROOM DINING ROOM LIVING ROOM, PARLOR LIBRARY, DEN SUNROOM, G z cA p BEDROOM, RECREATION ROOM, BbTHR00M, GARAGE, BASEMENT, LAUNDRY AND OUTD06R AREA,ALL MODEL z w d THERE AR�E1N0 EXCEPTIONS ERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. �. � ALL W UJ ELEVATION NAME WOz ALL W O cn .. wsui s(V i— z O SHEET NUMBER _� 0 ce W LU OFFICE COSY Lu Caw z ; ERIAL NUMBER 1014.0 Q V OF-- O Ln TO rHE BEST OF W WM.EDGE,THE DESIGN DSWED ON THIS DRAWING COMM wrrH IM AMICABLE NOUNK114Bunnmc CODE IN�T AS OF ME OF CERTo-zca�011M. CM September 6,2016 N B W 416 0 QFC Cay s A7.62 Q. 0 a00 r �� r;° o � m 0 F�0 GAS LINE TO °a 00 TANKLESS WATER �° AR9673 HEATER G�, A� 851-611 " t_........................................_...._..._......._...... RED A� 221-113/4 0 I � � MANUEL GONZALEZ,AIA AR 96730 O W o 1'-41" � '� 1 48"X48"X4" CONC. u, W 2 -0 8 -5 4 5 -7 PAD 3" ABOVE GRADE : .:� % _ W ,� I % % % cC ---'�- ---- ...__...........................1.........._.__....... .__.......1.._....._......................... ----- - --- --- --- L-- - u------------- - ---------------- L---= I CD ft ,-- f00 V, _ I I ` I .T-+ II I I I I I I I I I V! ® 10 N € I L l 1 i en = Q ' _ n 6_21" �_ 1" , .._��..........................�......._ .-...._ .........II c� >1 � W —� 4 3 C) -Z' 52", =:: 2 72 1 3 -0 411 ,� I I I I I I , I r ----� WATER SOFTENER 1-4 ' O I I I I 1 , r-_ ,.a .. - , r ---i LOOP ''' �., a H ■ W LJ Z N 00 i Qp (� ' , "•-nth rj j j I I I I j I I 1 ■ ``' o i 7,_411 ,,,� 101-211 _______; I i i I o, A1.N TV 2 = _ ,� ® � ^ 8 I I - I I I I , 1 I P o d' D ! I II1`� I A1N v _ s ' SLOPE @ 1/8 PER FOOT I I I I " � co ►-' ® ® :n I I I � I I 1 , 14OO _` -_ I I I I = O \` "'�` II -' jil II 1r-� C, I I ( II I p'" O O _ " A W _ �' -----------—_—_— - -_ = ------- I �-- ----- --- r--, I I I I I I L- -------------------� L---- 22 -10 0.4 A a �r i 4" PLUMBING u , i i i i i i i I -- - 11 ----------------- w z ' �n I WALL TYP. U.N.O. , L------------ -- I q Lu cc z r,, R---- -- - - c'� 2'-111�� A a O 241.4!1 I 2 -g 3 -4 2 = t , , a rj Z w 2 _011 25�_g�� , �_� 21_711 ;i i 1'-7" co " Q 12 n � � I � r � � x 0ce � ' r ` - --------- r U- J , I i' i i , -- -- -----� --� C , I , a 1 _ �I u O e - 1 r II II L_ LL-11 �O ........... .l.Q......... k I ... "! 1 LJ / LJ I I I._ - i �- J J i8 PLUIfW •� PROVIDE GAS 1r------t.�-------- - ,O J u ' I I 111 WALL 3'_4"LINE FOR ; ' 6" PLUMBING ' -'-- cC M , 1 1.......................... 1 10 PLUMBI G �_ 1 o z FUTURE GRILL 1 WALL --- -- ' ----- WALL 6'-0" I 4 VTR o R o A1YiYPI le GAS LINE TO i I 6'_g" ' 1'-9f GAS LINE TO DRYER 2 = o DRAWN BY cn GAS DESIGNER = uJ PROVIDE 4 PLUMBI G I 1 , , , __._..___,._..__: A1.N � Lu W .d- PRE PLUMBIVG LINE WALL 16'-6" FIREPLACE �____� i o0 0 E. KESSETEBERHAN m I FOR FUTURE SINK " CHECKED BY z n I I I I 0 -0 L_ ________ ________ ________________ o a _ GONZALEZ c c W y. , 0 ll , , 1 0 _0 I I cc = SCALE cc 161-711 " Q Z W FINI ED FLOOR I I > ;. 10 NOTE: 1 L---____ y _ 22X34 SCALE AS NOTED LOCATION TO BE VERIFIED I r------� C==---- --------------------�- --------------- - I o r a WIT TOLL BROTHERS PM FIN. FLQ TO BE 18" MIN. `--' LIE_� a o s -0 71-1011 31-411 SLOPE PAVERS W ABOVE C WN OF ROAD. @ / " cn n A ----- -------- -- 1 8 PER FOOT = q SHEET DATE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------- o ,- - - - --�— - - - N - A7.62 2'-8" �► �.606-29-16 PAVERSI '. L RICA PROVIDE ELECT PAVERS ON CHASE FOR ISLAND ON STEM WALL SHEET REVISION INFO ce O z STEM WALL r --- �___- ---—= rte,-,,-- --_� C=-1-------- U - - - - - r-- --� -- � w z cri co oo co w SLOPE PAVERS � 21'_2" - - - -- -- - - - I u�.. �- 4 u °' v~i 1/8" PER FOOT _--__ FOUNDATION NOTES ,Dt,����, .� �° ON„G CODE IN Elffa AS OF DATE OF CM M&M. M September 6'2016 r � V l9R1FIG SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS OF Ft 2, CONSULT W/ MAN. SPECIFICATIONS PRIOR TO �Q�C olo4o X0110 _ ~o POURING OR RECESSING DOOR SILLS 00 c m 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT � ��.�E 0� � >- AWAY FROM HOUSE 0 o o PROVIDE 8"X 11/211 RECESS AT SLAB . V 1— 4. 0 R967 C.� U PERIMETER (TYP., U.N.O.) � ° x,00 40 ALL FOOTINGS SHALL BE MINIMUM OF 12" �S 0,0;o 0C.,0 5' BELOW GRADE RED U- 0 C> INDICATES DOOR OPENING MANUEL GONZALEZ,AIA Z AR 96730 `V O Ln � W / F'k 6i Lu co W J Y O 1 C42 ® N W Q `' = co w z g O w o ce � ® �, � o s N O zp x u0 tWA z w A I-•I a O 4 Z vi q A z � o z w o a , ce o W.W.M. PLACED IN UPPER ■ w N za 1/3 OF SLAB OR FIBERMESH O oc REINF. PER PLAN o nu 1/8" (MIN.) SAWCUT x 1/4 OF '? a m SLAB THICKNESS SEE 8 z FOUNDATION PLAN FOR LOCATION 0 o n % j DRAWN BY IM qz W e• ° W g E. KESSETEBERHAN z o III III I I CHECKED BY piQz M. GONZALEZ a a SCALE a > SAWCUT JOINtS PER PLAN. JOINTS SHALL BE CUT 4 22X34 = SCALE AS NOTED O J TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, AS CONCRETE ALLOWS WITHOUT RAVELING T W (ntL `� k b o SHEET DATE V r d 06-29-16 ce � SAW CUT DETAIL SHEET REVISION INFO o 1 --- m U 1• SCALE: 3/411 = 1'-011 nom Ui Z co uj �u ¢ OG SET REVISION INFO Lu cn Lu J W 4 > . W = rz Z cn SHEET DESCRIPTION FRONT WALL OF GARAGE } Lu o FOUNDATION z PROVIDE 1 1/2 D x 5 W "' RECESS AT GARAGE DOOR a z SCHEDULES AND Q W O a NOTES PROVIDE 4 1/2" D x 8" W RECESS 41 a SLAB RECESS 1 z IN SLAB ` u74 1/ " PRODUCT LINE r c=n zo BRICK PAVERS W cn GAR. /, n ATLANTIC BEACH CC 60'S z z FIN. FLR. GARAGE t { © � r//A 111A ° DOOR HERITAGE W 4.a SLAB — :cI RECESS DUVAL COUNTY W v u- W O I •° 1 WALL PER - z a, i rr I PLAN 5 LOT/ BLOCK 0109 z ~ � z o z _ w TBI NUMBER 0109 ' . zp � I I I-- MODEL o ANASTASIA > u' Z ELEVATION NAME Cr, W Q U- PLAN VIEW LLJ W0 SHINGLE W r2 SECTION @ GAR. DOOR _ N= 0 1 . SCALE: 3/4" = 11_011 =z z �Q o = SHEET NUMBER Z LiJ AloN W Co W OFFICE COPY ;k V R O pC SERIAL NUMBER 1014.0 1` .; ITV. DRAWING BEST y�OyTp1� I(y�y.DG.�THE r�+DESIGN DEPIyTVylfpV�TM.�}TMS DRAWIyNGCWT•I M♦`1.�C1/H/^T�l�-1G I�r4/.V�OI.E�t�w��M1r�MB'T�BpB/>tyTOING WK 1H t�N Vr DATE OF 11111Ir{MINI BMW. September 6,2016 N ~ Q � GF F4 LLJ B 0 0 000j)0040 } O A7.62 C07 � co , �3 0 '`� 0 0 0 4' HIGH WALL AT SERVICE ~ COURT. SEE DETAIL 9 ON �°� R9673 0 0 €3 0 85'-611 SHEET A5.2.62 �' 0000 �o° 21_011 11 -101y/2 11 211-5Y211 51-411 1 171-01111 -8 RED A� U AR 96730 O MANUEL GONZALEZ,AIA o TEMP. GLASS SHWR. ENCL. OVER 48 HIGH SHWR. SEAT @ GAS LINE TO GAS TANKLESS HALF WALL 18 A.F.F. WATER HEATER WATER HEATER s Lu 0 BUILD-OUT @ C A A A A HB 42 HIGH I O I O I O I z °D O - J N J n .S. -7 = � ........ . . . . 1 5 . . . . . . . . . . •INEN � R8wH� WATER SOFTENER I------------------- K _ I 11 I 6.t O 2 -4 `° LOOP ® � N _ = m 4'_ 51_611 0 _311 �,r, M 131.811 61_4n 1 101_611 101_101, 111.411 221_811 1"" O n i � TY ^ 6WmImC I aASTER 13 ,O11 CLG. I= _ BEDROOM 2 RETREAT BEDROOM 3 9 oTWO CAR 1 1 _ _ z o = - BATH o g - i 9'-0" CLG. 9'-0" CLG. _ 9'-011 CLG. _ � - - - - - - - - - - - - - - - - o _ '�;' '- 11 - O l oc o - o '1 _ ca i i A 8 s N B ^ 9 0 CLG. �n ® / o ,-a o I '� 'I _`I GARAGE Q i i w o ,--I 1 1 " 1 " 1 " ( I I _;i r1 ^ GC I 1 ® Z/2 N ■ . W o _ 10 -1 1 -2 6 -i o I X I I N T-' ?I �, 91-011 CLG■ o 1.y i I - �/ �� _ 'I RECESSED o f i - cn o 8 :�,�+ 22"X 34" - I w i 3 I o �r F-- z O i r� , AIR HANDLER c.� , O , Q O = ATTICBATH 3 11 1 I I � 0 x z _ V o I L IN CLE.- - PROVIDE 72" x 96" x O o = ,. - _ ACCESS 1 -0 C G. I I - a o W z - 8 BATH 2 I U I A CD cn 1 30 RECESS FOR AHU I I ,� to ,Q N — -' - 10 t n 1 0 1 I W o 9 -0 CLG. , , z BUILD-OUT o �' I I t�,< w I ce o @ - �Ic=n N R&SH 8 1 �_� z 42" HIGH N I I� %J I - 1 -' ��.. --- -- ----- ---- o _ I I I I i i z W 21.011 r i 8 to 0 81.41, 51.81, I 71.811 11.211 3'_0" 1011 31.1111 31.111 21_ 11 I I I I 15 g �In 01 co I I I I ® 1 N �" MASTER 1 1 ,1 1. 11 1 1 io I ,�- 1 , , w zo a 1 WRIEC11 3 2 -7 _ a,: ( BEDROOM g�_ CLG, I _ °O I A.H.U. I i__________________ N 0 0 G ..............._..... ...... ..................... 1 10' 0" 10101 811 - ..-�.. -- - - - - - O J �;' _ I _ M T N I R&SH CL m �,, - COFFERED CLG. ,.., --_--- --- O GAS = - I�1 W. on GAS D.I . . Z I rn - o BRAC-E SPACE STORAGE _ V I ( o FIREPLACE E O N A LIN 9'-0" CLG. O �C- ce _ 1, 101.811 3'-0" 12 I I - - - - -- -- ------- - - -- --- 5 L u, DRYER -�' 61, DRAWN BY W _ - 10 -0 1 " 1 1, 0 IN DRY. 1 " 1 u I \ / ( 1 n - iceo �° I 18 -6 11 -4 I 4 1 9'-0" CLG. 9 _8 10" X 10" AIR 19 -4 3 -4 0 W _ E. KESSETEBERHAN I" co 0 611 �- - -- -------- --- - I AIN I I X I — - - - - o � o z � CL I i ,_1 11 1t I / \ ( ? CHECKED BY a N I 3 0 F2 - 71-411 / \ � COVERED M. GONZALEZ MT. GREAT = tJJ G0 - — �I - = RO 0 M = 1 aW 5 W 22" x 54" ENTRY SCALE oz M w 114 o I 1 11 1 n v I `�,� oc o ♦ �- 101.011 CLG. ,-, 11 10 -0 TO 10-8 -1 1 , a N MT ATTIC ACCESS22X34 = SCALE AS NOTED a 2 r.., 101-811 o J ( COFFERED CLG. 110 -011 �o a PROVIDE y w cn 131.811 PROVIDE GAS I ( 611 _ �" _ c LJNE.FO►fUTURE PRE-PLUMBING I _ _ HALL _ _ -1.% o I LINE FOR I 41.211 1 271 811 1 21 1011 11 11' 4'1 " F -�� 2'-811 u SHEET DATE o GRILL FUTURE SINK '_p" - N _ L u, A _ _I _ - - - - - - - I - - -I - - - - - - - - --- - - - I �' - - o - - - 1-I _ �' _ _ A I 06-29-16 A7.62 �--- ------- -- ----- - ---- ---- 2 I Id- 2" Ln cc 2f1 1- r r _ � �.6ce I 4 1 MT. ,_ „ 1, 1, AIN it I I 11 t-o n 1 ,1 -1 1 1 � 1 A2.N �' A3.NSHEET REVISION INFO o o I ( 15 0 X 6 WALL @ 4 -2 2 4 5 1 8 -10 1 -0 11 _ 34 1/2" A.F.F. o cn I o I - / - 1 -- - - -- w z cri I ;� I - 11G — 6-0 16 E PAVERS z I I o FOYER ON STEM d' "' O F, o -1/2" DIA DECO , _ = u - '�' PANTRY 1 F _ _ _- ._--- - �, _� COLUMN (TYP OF 2� r, co ,-�cn �.., I I I I T, ;� 121.01, TO 121.811 WALL o o I PAVERS ON I -- - -- _ ,1---�- - r ^ COFFERED CLG. DINING j Q ;........., . I I SET REVISION INFO = o W I STEM WALL I AREA :k 1 F, cn W cn FRAME HEADER ( I ' ( 833" I DW ( B18" , W15 I `tROOM 0 1 STUDY cn -' w T T MATCH 101.011 CLG. !_............:::- :: s OU 0 I I _ 7 1 1 1, 1 11 1 00= 101.01, CLG. iv - � ZA ,. COLUMN WIDTH 1 COVERED 8 00 - GOURMET o i 611 _ �, y °C CO I - °O 1 1 11 " r' I 1 1, I I o COFFERED CLG. I �+ p o > z I OF LANAI 31 -6 K ITC H E N 3 1 4 -6 i 3 M 13 -s 141-611N �nO 10'-0" CLG. AIN I 00 I A2. io w = ( 10'-0" CLG. ' GAS COKTO N o I z V �, 12 SQ. COLUMN _ Luz I _ - -- J SHEET DESCRIPTION W (TYP. OF 2) B33" B33" B33" B36" _ W Z 1 - _.. - C W 0 _ _ PT. DB _ . o _ _ FLOOR PLAN--- -------o- -- --- --- VEN r„ F.q Z W �' �, _� W33" W33" W33" W36" \ oc L E o. Q to j !1k _N1 0 a HB z { LU ' c=n z I I I PRODUCT LINE cn v 1 " 11 1, '- 11 ATLANTIC BEACH CC 60'S Lu zw -0 172 80 , 35 -8 31 34 21.011 10 181.211 621.011 31.41, HERITAGE 5 z I 85'-6" DUVAL COUNTY in W L. iM y o Lu = O LOT/ BLOCK 0109 zzce U. B C> O z A7.62 TBI NUMBER 0109 o MODEL LU z ANASTASIA W > Lu F-- ELEVATION NAME W W o w SHINGLE ado V) W � �' Q _ z FLOOR PLAN OFFICE COPY z Q SHEET NUMBER � �; °° SCALE: 1/4" = 1'-0" SHINGLE N oma _ ADDITIONAL NOTES SCHEDULES, & DETAILS = A2v62 Z � V J Z J 0 0 CAN BE FOUND ON THE A2.N SHEET. V � 0 p[ SERIAL NUMBER 1014.0 _ (D:::—DOOR TAG TO IM 11W OF W KNOWLIOGE,IM WGN WWW ON TM too DOOR CALL-OUT DOOR SCHEDULE MCM M FW PS OF DATE OF ClRnWT=ORM. W=C0WMWMlWAMr � Z September 6,2016 `V vi TYPE SIZE REMARKS O Z' F uJ 0000100a. oc _ 1 THERMA-TRU INSULATED 3'-0" x 8'-0" W/ 12" SIDELITE/ CO)P00 " ENTRY DOOR 0 E 0 co TEMPERED - UPGRADED ENTRY �'�' 0 ' o. J 0 Y; 0 t3 V R � 89673 .7 �oN TU 3 OVER HEAD GARAGE DOOR 16'-0" X 8'-0" NON-INSULATED RAISED STEEL PANEL - DESIGNER DOOR k� ui "- ARCHED _ 0 4 4 PANELS SLIDING GLASS DOOR 16'-0" X 8'-0" TEMPERED MANUEL GONZALEZ,AIA AR 96730 0 M CD 1 �, 5 DOOR 2'-8" X 8-0" SELF CLOSING, SOLID WOOD NOT LESS THAN w 1-3/81/OR 20 MINUTE FIRE - RATED J uj o V 6 HOLLOW CORE DOOR 2'-0" X 8'-0" aW. m z Y J 7 HOLLOW CORE DOOR 2'-4" X 8'-0" 8 HOLLOW CORE DOOR 2'-6" X 8'-0" 51) Z 11'-2" 9 HOLLOW CORE DOOR 2'-8" X 8'-0"uj ® M 0 10 HOLLOW CORE BI PASS DOOR 5141 X 81-011 a ■ I0 0 = 1 11 HOLLOW CORE BI-PASS DOOR 6'-0" X 8'-0" w PENIN DININ R M SCALE 1/4 1 -0 ALL21411O A o AZ N i 12 HOLLOW CORE DOOR (2) X 8 -0 w s o f ■ * ' w z 13 GLASS SHOWER DOOR 214" X 6'-4" TEMPERED ■ ■ 0 14 SINGLE LITE FRENCH DOOR 2'-8" X 8'-0" TEMPERED - r4Q0 15 GLASS SHOWER BI-PASS DOOR 5'4" X 6'-4" TEMPERED x Fa p 16 FRENCH DOOR 2 21-611 X 81-017 lui A oa _ wz ce o �; WINDOW TAG A 4 = 0WINDOW SCHEDULE SHN Z - o WINDOW CALL-OUT a A ',Z uj Q (�' R.O. ^ce o M cv ~ TYPE SIZE REMARKS � � a p Z04 c v a- A SINGLE HUNG 3052 36 1/2 11X 621/2" VINYL/LOW-E/EGRESS a 0 P61 c% , 0 } o °O z B FIXED GLASS 4052 48 1 2" X 62 1/211 VINY LOW-E EMPERED U o�c / U /T 2 � '� C FIXED GLASS 2816 32 1 2" X 18 1 2" VINY LOW-E � co m / / U o z Is D NOT USED a E SINGLE HUNG 3060 2" X 721 VINY LOW 361/ / U EGRESS 2" -E o W41-211 / DRAWN BY k c w F SINGLE HUNG 3052 (2) 361/2" X 621/2" VINYL/LOW-E/EGRESS E. KESSETEBERHAN Ui3 z o G SINGLE HUNG 3052 1(3) 361/2 X 62 1/2" VINYL/LOW-E/EGRESS CHECKED BY F 2 AR H F YER AND HALLWAY M. GONZALEZ a.1� W. SCALE 1/4 =1'-0" ALL SCALE �. � INSULATION SCHEDULE Z W A2.N = a > 22X34 SCALE AS NOTED LOCATION TYPE Cl (n _U-N.Ow CEILING @ LIVING AREA FIBERGLASS 38 SHEET DATE : dd _ EXTERIOR WD. FRAME WALLS FIBERGLASS 19 06-29-16 ce WALLS @ LIVING AREA FIBERGLASS 11 SHEET REVISION INFO o z --- m V - 0 Z _ 0 (D _ GO Z rr c d uq L1J Ca LZ co Qoo ce = o W SET REVISION INFO Ln W W J Z cc wm Z 31_011 cn p z Z u, SHEET DESCRIPTION W0wD z FLOOR PLAN NOTES, O ( ARCH (8 DININ R M KIT HENCHEDULES, & DETAILS Be a- z SCALE 1/4 =1 -0" ALL a> o A2■N V Z = (3QQ LU =zcn PRODUCT LINE n ATLANTIC BEACH CC 60'S W HERITAGE V 0 W = o DUVAL COUNTY 0o � W % GSC u, ce - �. LOT/ BLOCK 0109 Zo Z o �-' o TBI NUMBER 0109 ` U) 0 0 - a c _ z - c z o MODEL nBO Z oo Z ~ ANASTASIA ce ui a J ca Lu Lu Z 0o V " �-- ELEVATION NAME ' � ZU- w 1 Lu0 5'-0" ,_0„ c� SHINGLE 3 W iLu ti _ OFFICE COPY z Lu Q SHEET NUMBER � Wm _ 4 o = 4 A MA TER R M 5 PT AR H TO RETREAT 11=11-011 „_ , u I- SCALE 1/4ALL SCALE 1/4 1 -0 ALL = AIN Zca A2.N A2■N l0000000l C.� 0 U- 0 pC SERIAL NUMBER 1014.0 1 r , ELEVA TION C=91WW#S0FM*M0FrM0WW. � V 1= N PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM September 6,2016 TOPOF RIDGE 1, FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR pF F� @� DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED I 's�0000000 0 o 00 OTHERWISE CIO'r%l0 0�9 ROOFING PER 2, FOAM APPLICATIONS FINISHES SHALL BE ACCORDING J CONTRACT, TYP. TO EACH ELEVATION 0 0 0 o "CORAL-LIGHT" OR EQUAL PRE-FINISHED � �6� o 3, FOAM APPLICATIONS SHALL BE INSTALLED AS PER 0 ,00 X00 MANUFACTURER SPECS. U.N.O. sj•F PRE-CAST STONE APPLICATIONS, SHALL BE 'STONE RED A� v_ 4. CAST' FROM FOAM FACTORY INC. OR EQUAL, AND .._... MANUEL GONZALEZ,AIA :: INSTALLED AS PER MANUFACTURER SPECS. ................................_. AR 96730 TRIM WORK FINISHES SHALL WRAP ALL OPENINGS cn w --�- .�•� :_.-- :--- --- :--- :�----�-• " f 5. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE :L OPENING ce am METAL WORK IN INTERIOR AND EXTERIOR RAILINGS 11 IT 11 11 IT 11 6. AND APPLICATIONS TO BE FAUX WROUGHT IRON ALUMINUM TO_RAISED HEEL THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS ® a zTOPT - _ _ _ _ _ _ _ _ _ _ 7, ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE ® N 0 F PLATE TOP OF PLATE = m _ ARCHITECT DESIGNER �' � w � � f I � ` � � �- THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING HEEL HT. - w WITH THE SUB CONTRACTOR/ MANUFACTURER AND ' z I I I - - -- - - - - - 8. THE ARCHITECT DESIGNER IN WHICH ALL o A 5.2.6 I ; : TOP OF PLATE I g `. .' .. ,� CD ARCHITECTURAL APPLICATIONS WILL BE COORDINATED w i L_.. ._r...:.... o AND APPROVED PRIOR TO INSTALLATION g w z c . �.... ,.....� . j......... 5 = � ® v� O N _ c _ �;' I _�._:_..._.1....__. I_. ..�... ........ ._....... I 5. 162). o ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING o ON I '- ..-...4�-a I` ...... __ •-' '-' 9' HEIGHT OF COACH LIGHTS WITH TOLL BROTHERS P.M. ¢ z oo �t ^ MM �Jrn Q � U I I •` I � o a o p . ..__. .................. ................ _. oo ..............._ ...._.......... ........... ........ .... ... .......... .... w r� ..i G-• rnr a FIN FL. FIN. FL. ... . ....... ........................... ...= oSHINGLE ROOFING 6-4 Iti A a cn At'Z W 0cd U �--i o -' 8 2 cl a aN J A/C EQUIP. ® w .2. z 5 6 ¢ 3 SERVICE COURT O 5.2.6 P 0 5.2.6 TYP. dLU J GC ca O � UZ O o n DRAWN BY 2: °C u w F RO ELEVATION E. KESSETEBERHAN m zz SCALE: 1/ " = 1'-0" SHINGLE CHECKED BY O k ch a M. GONZALEZ a � SCALE ,? > 22X34 = SCALE AS NOTED uj (in OQ 2 SHEET DATE o °25.2.6 d O 06-29-16 'u' o � ROOFING PER ce ° CONTRACT, TYP. SHEET REVISION INFO Lu co UJ � SET REVISION INFO cn w to uw - A o > � (nwO -I Lu z c=n SHEET DESCRIPTION UJ z z O FRONT & SIDE uj ce a z, ELEVATIONS a >uj TO RAISED HEEL - - - - - - -- - - - - - - - - - - - - -- -- -- -- - - - - - - - - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - z = z TOP OF PLATE_ c0`�n Q ¢ o z - PRODUCT LINE u' ATLANTIC BEACH CC 60'S Z HERITAGE UJ IULL. j U Z= UJ LH_ = ' O o "' I 1 DUVAL COUNTY um n �' 4" TRIM @ I WI H I w - — I.] I EA. s o - CORNERS � LOT/ BLOCK 0109 Z Z U- _'. — — — z I I TBI NUMBER 0109 z o �5.2.6 MODEL o � o z _FIN. FL. , -- ANASTASIA LK.aw ¢ ,. . r. Lu0 7 lH I� I. i W Z �— ELEVATION NAME Ii z ¢ ------------- Lu W W 0 3 SHINGLE vi w 9 5.2.6 `C� } f' Lu5.2.6 TYP. = z0 17-; $z 4 w ¢ SHEET NUMBER co _ � z = � ELEVATIONRIGH S- o � � „ _ ! _ A5s62 z co v SCALE: 1/ - 1 -011SHINGLE OFFICE COPY cto oon pC SERIAL NUMBER 1014.0 c z NOTE: FBCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO 'MWWC ' ° mm"&MA� 7 BE CALCULATED AT 1/300 PROVIDED THAT 40-50% OF THE ROOF VENT CALCULATION �'�p��� September 6,2016 �W ——— —— —— —— —— —— — — — - --. .2.6 REQUIRED VENTILATION IS PROVIDED BY ROOF VENTILATORS o NP, LOCATED WITHIN 3'-0" OF THE RIDGE OR HIGH POINT(UNLESS ATTIC AREA (mTAL UNDER ROOF) 3743 �'� OF Fz O cc I LOUVER I CONFLICTS EXISTS MEASURED VERTICALLY A Q' � �l r ......... ..._..... ) AND THE BALANCE � ao I ::-::::::--:::: :::-.-:-::::-:::.... I DIVIDE BY CODE REQUIREMENT 300 � 0 0� o I -== -- === === - ==== ( OF THE REQUIRED VENTILATION BY EAVE OR CORNICE VENTS. 0 MIN. NET FREE VENTILATING00 12.4767 ROOFING PER AREA REQUIRED AR967 --- - -- -- - - - CONTRACT, TYP. Cr 0 00 A £L�CtC3� r _ z LOUVER ....- ._......__..__... ............................. O .- ..-----..........._._ MANUEL GONZALEZ,AIA V1 ..........................................................._. AR 96730 -- W ------------------------------------------------------------------------------------------- uj cL m Z I I J i 0 TO RAISED HEEL I i ■ Lu s co TOP OF PLATE1.4 ; ■ N O ; i TYP. I I � A.� E,,,, x ■ I � w A s O I I H ■ ou 01 Lu C�l I 1 V d O - O 4" TRIM @ ; - - 00 O I 8 z CORNERS i._,.....;_ _..........._F. o .- _ O 00 oo C' I i i i ■ ■ o � • �.i �' I i I l i x Z w Z .. .. ----------------- - - _.... ....._.. ; O ¢ _....0 .....rL _ , O 0 • UJ a ,..:. :.......�....;.... .. Z GC ; : i • i I FIN. FL. _ FIN. FL. ; i J r CL '"-' ZZ I I i I I I w I I I I a d < x :` i ; ; i ; ; ►� A ce111001 O � I i I V\ I � ►�+ 0 M a A/C EQUIP. 4 I I O SERVICE COURT 5.2.6 I I 4 cC I � O 8 I I oiw 5.2.6 C I I I ll J I , V M I --------------------- I ce ---------------------- ----------------------------------------------------------------------------------��/` O cn w DRAWN BY � � �-+ W z o E. KESSETEBERHAN ,m ROOF SLOPE CHECKED BY a PLAN SLOPE. 7. 12 U.N.O. M. GONZALEZ tt _, SCALE: 1/8 - 1'-011 SHINGLE zW I ¢ > SCALE oQ REAR ELEVATIO'N 22X34 = SCALE AS NOTED 4 PROVIDE RIDGE VENTS, TOLL BROTHERS P.M. TO W (n SCALE: 1/4" = 1'-0" SHINGLE o VERIFY LOCATIONS SHEET DATE F b 0 V 06-29-16 o SHEET REVISION INFO m u ROOFING! ER VENT PER w z cn CONTRACT, TYP. CONTRACT, TYP. --- = 0z I m ,z czn � v I z _j = I SET REVISION INFO aim o � z cn O p f � z � X: o z I SHEET DESCRIPTION c� u o I z � I REAR & SIDE cea- z ELEVATIONS, & ROOF z = o I I SLOPE PLAN LU I� o (A o - - -- - - - - - - -- -- - - - - - - - - - - -- - -- - - -- - - - - - - - - - - -- -- -- - - - - - -- - - TO RAISED HEEL cn �, - -- - - - - - - --- PRODUCT LINE � z z TPP OF PLATE o ATLANTICHERITAGE BEACH CC 60'S E — ._ E '4. f - - i i i s i f•�� Ii :; II i Lu u- W d JL1 : DUVAL COUNTY C1C � ji i € € �=f ' . o z i f i " :_ o LOT/ BLOCK 0109 O cn I I °I I ,-� i o ; . I � t z :...}.:. i j -- - 0109 r s — - - ., ,.L .;. ._ :.. :. TBI NUMBER �II , : : : MODE O � It I W 16J_ 2: : . . .I: i :..:_.:...;. :..1..__ .....__.. 1. ANASTASIA �,. o : I I 5.2.6 w z - FIN. FL. i - - - - : : ij ti..}-.......� .y...4 � z � ' 1i H H IT 11 11 11 ; - , FIN. FL. ELEVATION NAME w3LLJ _ C� SHINGLE 8 3 6 4 D V W 5.2.6 5.2.6 TYP. 5.2.6 5.2.6 OFFICE COPY Z a co M w Q SHEET NUMBER o = LEFT ELI:VATION _ ce UJ LU CO u SCALE: 1/4" _ '-0" SHINGLE = A5-1 .62 z � � ASPHALT SHINGLE ROOFING V R p V SERIAL NUMBER 1014.0 } , BEST IV�• B /OFM KNOWLEDGE,ME DESIGN �1NDEFF IGN OVT�/t� bHfIE ErfLb1 1i 11.4 ING CEUMCATION OEM. September 6,2016 N ' E ROOFING PER F ;4 1X6 HEAD I ,��, 0 4 000f€ ! @�= CONTRACT,ON (2) 7/16" ! L? 20 SUBFASCIAyl SHEATHING —2,(4 OUTLOOKER ?p ..... �.. 2X6 W 2 ^ 2X RAFTER TAILS ' 00 ROUND VENT " METAL DRIP 2 4 LEDGER CASING @ 24 O.C. � , 1X4 V F- " j� 673 o @ 24 O.C. FLASHING ` t'n 0 a n 3/8 1..x6" FASCIA ,..:,; 00 i x 2 CAP - .... 0 0 A� �,r' CEMENTITIOUS rn ss urour� ' 000000 -. BY FIN. RDHEEL A� u_ 1 o 1' 4" 1X6 - ....... ,° _.._ __ .. MANUEL GONZALEZ AIA TSIDING PER METAL DRIP cv _ .........<............ _.. ....<..... �; w _ � 1�_4n � .` � � �� K� � �^. 3AR 96730 : 1X4 FASCIA `' >r; - _..__ O.H. WALL, v a. 1 X 6 TRIM ' ELEVATION cc ............... ' PER PLAN (n Eu 2X6 RAFTER H - � � � k 1 X BLOCKING ce N TAIL @ 24 WALL, / SILL ... . r Lu O : ;•�., CAULK AS :... 54 ce O.C. ;; PER PLAN 4"TRIM @ ti NEEDED _ Wiz °° I 1 ! SIDING PER CORNERS .._.........` ? 1X6 0 ELEVATION (TYP.) p t APRON a- z co N 1EAVE2ND3RANSITION4WIND � a ■ T W D A O Lu SCALE 1 2 =1-0' SCALE 11 =1-0' SCALE 1 =1-0' SCALE 1 =1-0' A" = � 5.2.fi 5.2.6 5.2.6 5.2.6 A �' . � o U w s o ce (n � ■ w Z ® C4 N 0 « 8 o � � o ■ Q 0 x Z � 0 � V) Q ROOF PER CONTRACT W A A O Z , Z "�'r Aa 21-411 loll .4 ZO z ' �� �� �' ` A o Q w _ i x 0 N O � ce II a+ N u- J N 0�--++ c[ in � � 1X4 FASCIA F0 N N ^ z o f 1 X 4 TRIM lk- c °�° Ln 2X6 RAFTER t ce 0 LOUVER .. i ..................... ...................... 7 ....................._... ._......._............. O (n - -= I I ' DRAWN BY LU ce ce 2" 1'-5" " " ROUND VENT @ ` E. KESSETEBERHAN II CO 11/n 24"O.C. I o z I I �^ CHECKED BY `z ,, I I f M. GONZALEZ w t. a SCALE cc STRUCTUIlk POST 22X34 = SCALE AS NOTED zw o -' J ui (n En M 1X6 BASE I I O oc 5 ( ] I I " SHEET DATE BRACKET, D TAIL N T4SIED L VER ET 0 0 FINISH S BSCALE 1 =1-0" SCALE =1-0" SCALE 1 "=1'-0" t 06-29-16 0 5,2.6 5'2'6 5.2.6 � SHEET REVISION INFO Oz t` m 0 { " ui Z /D j I a E w z z �-..:.. -. 00 Lu BRICK PAVERS I,f::;:'::::::i .... 2 SET REVISION INFO Z 0 ui FOOTING J w (PER STRUCTURAL) n Z � t=- 9.1 vi m 5.2.6 ce w Z (poo B 8 UMN D TAIL H w -r- S CALE 1 co -1-0 w z (n 5.2.6 SHEET DESCRIPTION 3 ui z -1 EXTERIOR ELEVATION z w H c�ca- z DETAILS Q > O V Z = o b-4 Q E o c=ii z 4'-5" PRODUCT LINE cn (D Z S,_�" - 5 ATLANTIC BEACH CC 601S , -z Lu HERITAGE w PLAN VIEW W = DUVAL COUNTY pu_ w � A " " -,� O 0 9,1 1x4 TRIM LOT/ BLOCK 0109 ui z z "- g,1 5.2.6 SHINGLE O SIDING TBI NUMBER 0109 Z 0 (n - Z p 5.2.6 "TRIM 4"x4" TRIM 4"x4"WOOD2x4o POST /-4" Y2 POST MODEL 0 N 1/2"SHEATHING ANASTASIA cC w Q a. > h I N ... i - INT. EXT. .z 1� r�..... — _ Y; o j 4x4 POST w Q Z n n : r� I s _ I— ELEVATION NAME M Z .... _ '_---- _ <' 1._.it_ o CAP ABOVE. V 0 �' 1 ui SHINGLE 2 x4 ui QST 4"TRIM ® A _ z rM4"TRIM \w A © Q SHEET NUMBER z Oma _ �. 9.iERV9.2SERVICE = A5-2.62 wmw 9SERV DETAIL I DETAIL RT DETAIL Z SCAL 3/8 "=1'-0" CALE 11/7 =1'-0" SCALE 1 1/2"=1'_0" OFFICE C0PY O O o 5.2.6 5.2,fi 5'2'6 �--� SERIAL NUMBER 1014.0 V F- C]C DRAWING Cows wmi n� KMIRM KaDING TO THE BEST of Mr iOtawr.McE,THEoeston oEvtcW ON nus .-rl Z CODE IN Offer As OF DATE of CE TION OEM. September 6,2016 LU 0 Ft. 0000 00 0 -` cpm � 00 � t1�,� 0 0 0 RADIANT BARRIER 0 F� a AR967 0 o 00000 000 RFD O A� Z I MANUEL GONZALEZ,AIA o AR 96730 s I PRE-ENGINEERED TRUSSES b` ce I DESIGNED BY TRUSS MANUFACTURER oc I SEE SHEET A2.N FOR W a- I INSULATION SCHEDULE �,y.s Y}: �y�.CXX,'.,, 'a'r,," / v^�. Q O.N Lu i } I i • 00 # t f i ! [ M v.r i t h 00 g I . l N , ; 00 MM .. ......<_,....... _--ice.........:--f........ •-<...,--. 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GONZALEZ Z u SCALE 4: o J 22X34 = SCALE AS NOTED W (n = 012 SHEET DATE 06-29-16 r ce SHEET REVISION INFO 0 a O E Lu Z tri Z GWO W J A = Q W cn W (n RADIANT BARRIER SET REVISION INFO to -1 = Z W ui oc Z PRE-ENGINEERED TRUSSES 0 > � I 00 DESIGNED BY TRUSS MANUFACTURERui I w z � w cn SHEET DESCRIPTION UJ 0 Z V V o z \` BUILDING SECTIONS ce 2 Q. CC Z �. I IA` W O 0 .-j J Q w : :'.':::::'::::::'.:':. a> cn o .. ,..._._.............. .,k_.. PRODUCT LINE o� z ,-_ �_ u� z w ............ ..._._..... # , ,� is i, ATLANTIC BEACH CC 60'S ET HERITAGE AGE » w V o GREAT :' ,r U RM t .... ........ (n Lu ................. i AT ....__ ............. ROOM TCHE iE DUVAL W € � � �: t ,,: � LINTY z h' °C _' I LOT/ BLOCK 0109 (�— iil ! ii Z O cn ._..f z u _._._.... (.._.......: :.... ,�: <>< TBI NUMBER 0109 azo - - - ,. 11.1 �. - � - - . z t E pp .. e .. .. ,{ ...... ..., t.... .... .... ._ .. .. Yi#:..3�;:yi3'rfir'.. a - ":::1L: . �*—•.. ... :......... i...... .... .. .. 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W SHINGLE W U Z Z m Q SHEET NUMBER ,duo = � � � B BUILDING SECTION ce �— ui °° v A7.62 SCALE: 1/4" = 1'-0" SHINGLE = A7.62 OFFICE COPY ooh V t— o SERIAL NUMBS QC R 1014.0 rOof BW OF W KNOWLEDGE,ME DESIGN DEPMW ON tnrs auwnrc ooNau wtrN THE AFRICABLE NtNDW BUILDING CODE IN EIRCT AS OF ME OF COMMON BELOW. r � V ,.� z September 6,2016 oc �� OF F4� I o C07 � Ali � m `r J 0 F i 0 J } V 0 R9670 0 0 00 C3 sg, 0000 RED A� u- MANUEL GONZALEZ,AIA { Z DO AR 96730 O (A W w 0 C1L m Z J J _...................._. _.. _ ..._..................................... ..... ............................_............._......._..._.............._............._..................._..................... ..................... z !! E N Z W = co ® ® ® E a w l k F— O a s W ® W.I.C. _ , a MASTER BEDROOM 2 w . Ln BATH ® � N W o BEDROOM 3 ,` g RETREAT I v ' TWO CAR ........................... .................... _ tGARAGE xo a0 LUz { t w € �j Q �__...____.___� z { OA { ! 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KESSETEBERHAN ce �L W i m CHECKED BY z 0 {: ..........._..............__........._.._..._...._............... > I I ® ® ..................._...._...... l OX 10 AIR Ci 0 aI I ►, ........ ....:.._.. JUMPER M. GONZALEZ w W o. , W : >- c� ............ . SCALE -- - nc z >, I w i 22X34 = SCALE AS NOTED : 3 GREAT o ~ Q ROOM ' ............................. ... ..............._................................_.._......... ._...._........................_._...._.................._... W cn ;..:............................................_......._................................................................................................................ :_ ...._...._..........................._. • { : o � SHEET DATE J o i I I I I z COVERED 06-29-16 HALL FOYER ' SHEET REVISION INFO ce o COVERED ENTRY ...... ....... ........ ......... ... .......... ........ ...... _. . _. . .. ..... .......... .......... .......... ....... --- co u ....... ......... ....... .... ..... ...... LANAI _ : �. . 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ELECTRICAL TO Ti#867 0E W KNOWLEDGE,fl#DESIGN DEPL-IM ON IMS LEGEND �� „�BUIDING . � C z September 6,2016 It N d SINGLE RECEPTACLE -il � }. w%w X 6 DUPLEX RECEPTACLE OF F� 11 P ® 240V RECEPTACLE �� � c2 co 6 SWITCHED RECEPTACLE ' 0 E p ` 0 0 6 DUPLEX RECEPTACLE (220 VOLT) 0 U �-- . AR967j EN SINGLE FLOOR RECEPTACLE 0 0 o DUPLEX FLOOR RECEPTACLE `S�'�c RED A� U- _____.__._..__ __ JM SWITCHED FLOOR RECEPTACLE MANUEL GONz.ALEZ,AIA Z AR 96730 v' GAS YANKEES QUADRAPLEX FLOOR RECEPTACLE = WATER HEATER GFI GROUND FAULT INTERRUPTER GFI L. . 0 m _.. ___._ E. �B WP WEATHERPROOF GROUND q. -- m .............................._...,............ W P : : _�n...... ......................... :-....._............................................... ld)._. 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GFI vENT FOR REFERENCE ONLY z = o J Q a o (n z PRODUCT LINE I �QQ' ATLANTIC BEACH CC 60'S Z5 Z o ~ � HERITAGE 11 -!I,' i =V °� w W DUVAL COUNTY p w � E w LOT/ BLOCK 0109 c �. z o z TBI NUMBER 0109 o MODEL � oP w1,. Q ANASTASIA Z Q 0- � > w0Z Z �_ ELEVATION NAME UWu.. W �r y. I a- o to SHINGLE ,�� , (n W � `� 11r„LV M, ui � �� ~' zo Z � Z vi W Q SHEET NUMBER z W m ELECTRICAL LAYOUT _ o � = o SCALE: 1/4" = 1'-0" SHINGLE F- 6 z Els62 z'It r t Z � V OFFICE COPT( 0 W !�� V R o SERIAL NUMBER 1014.0 } , F= TDT►�eesTOF►tr , IOIDWLEDGE„TFE DESIf,'N DEiSCt�Oil TFGS r + DRAWING CDMKRS WrFN THE APILICNSLE NIN"Bim Doi6 CODE IN EFFECT AS OF DATE OF CBtYMTiON BELOW. �-+ Z b ce W TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING ,��. OF Ftp l 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE 00 00 0 0 ## BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS FOLD UP WEATHER HEAD FLASHING TIE-IN MECHANICALLY FASTEN AS WEATHER FOLD UP WEATHER °�' `��° RESISTIVE BARRIER & ' a m INSTRUCTIONS: NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER & 0 0 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE TEMPORARILY SECURE THROUGH FLASHING BARRIER TEMPORARILY SECURE �° AR96 O �° R 8 HEADER TO ALLOW FOR FLASHING INSTALLATION 1. CUT, FOLD UP &TEMPORARILY ��G� � 000 <v SECURE WEATHER RESISTIVE '�S 00 �o0 3� 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER ABOVE HEADER TO WEATHER G�T BARRIER RESISTIVE EXTERIOR BRED A� ALLOW FOR FLASHING SHEATHING -" AD INSTALLATION BARRIER fl MANUEL GONZALEZ,AIA 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HE WEATHER TAPE 6 SILL PAN zo FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE RESISTIVE 2. INSTALL HEAD FLASHING UNDER AR 9630 BARRIER WEATHER RESISTIVE BARRIER 2 ru : op 00000 : ; ...:::::... (ASSEMBLED 3. FOLD WEATHER RESISTIVE -n WINDOW ) -n W O * . SILL PAN a �.. ,.. ,...;:;:::::.:.•. BARRIER BACK OVER HEAD 2 Z co . 00 2 FLASHING AND SEAL WITH TAPE s s ., O l•�1 b-4 ^: " : ;:::... r, FLASHINGfz- � z .:r..... DO NOT FLASH � w W : ;.::..:. CORNER OVER BOTTOM Cis °° :..::::::, :.::::::::::::° NAILING FLANGE a w 0 4 :,::. ::'::r...... PATCH H :r::::.. ::r:::::: 00 O Q c O r.: z ::.4:::::::;, NOTES: w N .- 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE g i i z 4. (MIN. 61' WIDE). CONFORMING TO AAMA 771-07 i>u o FLASHING FLASHIN ■ a.. :r.. G ':: ; :`: 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF to F- Z WINDOW SILL PLATE. ■ Z v .� : NOTES: x ONO A � ���``�`�������`���� 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. a, p v z CONFORMING TO AAMA 711-07 a Q 0.0 4. INSTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED w A w 2 a = o BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 Q z 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS .� Z W :y" 3. MECHANICALLY FASTEN AS NECESSARY onMM O W rr�.l N z J EXT-1 TYPICAL SLIDING GLASS DOOR FLASHING DETAIL ' EXT-2 TYPICAL WINDOW FLASHING DETAIL o � o D3 N.T.S. (EXT-1) D3 N.TS (EXT-2) o OPTION A N.T.S. . � °�° ocn Z o a 6FF FLASHING11 uJ CONT. DRIP EDGE • m CANT STRIP ACROSS DOOR HEAD DRAWN BY TO DIVERT RAIN WALL PER PLAN o z SILL PLATE WALL PER PLAN W. GRIFFIN a UiCHECKED BY a. 2 SEE NOTE #2 S. LEE RAIN DRIP Z "' ¢ > ip EXTERIOR REGLET SCALE o a DOOR 22 X 34 = SCALE AS NOTED ` ui W WALL SHEATHING "'EXTERIOR O WITH WEATHER WINDOW 11X17 = 1/2 NOTED SCALE 10 RESISTIVE BARRIER b o SHEET DATE cc NOTES: o 0 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) NOTE. m v CONFORMING TO AAMA 711-07THIS DETAIL ONLY APPLIES"AT EXTERIO SHEET REVISION INFO w z (A DOORS THAT HAVE NO IMMEDIATE OVERHANGS = o z 2. INSTALL SILL FLASHING AS SHOWN ABOVE ABOVE THEM AND DOORS THAT HAVE A SECOND m z 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS STORY WALL ABOVE THEM. j s W i � WNAT EXTERIOR DOORWATERPROOFI G EXTERIOR WINDOW Z ;5 SET REVISION INFO 0. c m EXT-5 EXTERIOR OPENING OR BEAM EXT-6 DETAI .HEAD DRIPEXT-7 HEAD DRIP DETAIL W W z con >o p D3 N.T.S. (EXT-5) D3 N.T.S. (EXT 6) D3 N.T.S. (EXT-7) W = ' , o z SHEET DESCRIPTION VO Z� STANDARD� o cc 0- z Lu 0 NOTES & DETAILS Z s Q a o c=n z PROJECT NAME W uJ V � � to W H O W W H ce LOT BLOCK z U- Z TBI NUMBER z O cn z o cn 0 _o MODEL cylaW > ALL M Woz ftz W U- ELEVATION NAME ALL W .. W 3.0 w = Z 0 3: 12 co� W SHEET NUMBER (mv Z W aG Q cc Z co OFFICE COPY W U— 1 d V R O ERIAL NUMBER 1014.0 i 9;Y ` TO TEE FEST OF W Kg018�,TME DMIN 0EPIM ON THIS �WDIS COMES WnH THE APPI ICUM M911MM�� 000E IN EFFECT AS OF DATE Of CERTMTM Daft. ROOFING PER CONTRACT: ON (2) ROOFING PER CONTRACT. (CONTRACTOR TO c z 7/16 SHEATHING PROVIDE PRODUCT APPROVAL FOR ROOFING N (CONTRACTOR TO PROVIDE PROD CT SYSTEM) OF F(, P APPROVAL FOR ROOFING SYSTEM) SEE PLAN ALL ROOFING UNDERLAYMENT TO BE 1� QJA _ ALL ROOFING UNDERLAYMENT TO BE SELF-ADHERING POLYMER MODIFIED BITUMEN SEE PLAN Q9 0 11 SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 �,�. F� „ ce m SHEET TO COMPLY WITH ASTM D 1;970 ,- 0 '�� a J PRE-ENGINEERED WD TRUSS, 24" O.C. p 0 0 t 2 X 6 W/ 2" DIA. 967 ° U �-- f: ROUND VENT @ rr' INSULATION BLOCK �� 0 0 u A 0 � 24" O.C. 0 � 4� r-' 2X4 SUBFASCIA `s�' �°"000 °� ��' METAL DRIP CY FRED ASG U- CARIBBEAN CLASSIC COASTAL EDGE METAL DRIP . o EDGE � � MANUEL GONZALEZ,AIA z 1X4 FASCIA CEILING INSULATION CEILING INSULATION 1X6 FASCIA AR 96730 0 (SEE ENERGY CALCS) (SEE ENERGY CALCS) oc 2X6 RAFTER TAIL '� VENTED SOFFIT W/3" _ PAF7ERL LEGEND@ 24 O.C. 1/2 RIGID GYP. BD. 1/2" RIGID GYP. BD. g o DIAM. VENTS @ 48 DBL. 2x SYP. WD. aW. 0 1 x 4 T &G DBL. 2x SYP. WD. m ._ „ TOP PLATE 0. C., TYP. TOP PLATE 1010 w BETWEEN 1 4 N : o RAFTERS 2x SYP. #2 WD. STUDS OVERHANG 2x SYP. #2 WD. STUDS ■ M @ 16 O.C., TYP. FINISH MATERIAL @ 161, O.C., TYP. 7 Q FINISH PER ELEVATION `� w TA u� a WALL INSULATION REFER TO WALL INSULATION a = Co MATERIAL PER SEE ENERGY CALCS. ELEV. FOR (SEE ENERGY CALCS.) ,� o ELEVATION ( ) A., H ` u 2x SYP. #2 WD. HEADER VERHANG 2x SYP. #2 WD. HEADER H _ -SEE SCHEDULE -SEE SCHEDULE p A o � z U w 0 o SCHEDULED WINDOW SCHEDULED WINDOW o $ Cd z (SEE FLOOR PLAN (SEE FLOOR PLAN) C _ + o WINDOW ATTACHMENT WINDOW ATTACHMENT • co o COMPLIANT W/ FBC-R COMPLIANT W/ FBC-R ® Z Z 2x SYP. #2 WD. STUDS @ 2x SYP. #2 WD. STUDS @ x v 16 O.C., TYP. 16" O.C., TYP. a A z a cn A a WALL INSULATION WALL INSULATION a o � z (SEE ENERGY CALCS) (SEE ENERGY CALCS) w z A v = o EXTERIOR STRUCTURAL EXTERIOR STRUCTURAL A x cn SHEATHING AS REQUIRED CONNECT WALL PER SHEATHING AS REQUIRED CONNECT WALL PER w A Z W BY FRAMING DETAILS FRAMING DETAILS BY FRAMING DETAILS FRAMING DETAILS 4 a o o 2x SILL PLATE FINISHED BASE MOULDING 2x SILL PLATE FINISHED BASE MOULDING x N a z `_ 3/4" GYPCRETE (OPTIONAL) 3/4" GYPCRETE (OPTIONAL) o � � o WATER RESISTANT BARRIER 3/4" THK. T&G SUBFLOOR TOP OF WATER RESISTANT BARRIER TOP OF o u 2 LAYERS REQUIRED) FLOOR 2 LAYERS RE UIRED 3/4" THK. T&G SUBFLOOR FLOOR c °-° POLYETHYLENE HOUSE WRAP TRUSS ( Q POLYETHYLENE HOUSE WRAP TRUSS o Z OR APPROVED EQUAL SYSTEM OR APPROVED EQUAL SYSTEM Z ROOFING PER CONTRACT: ON (2) ROOFING PER CONTRACT. Cie (CONTRACTOR TO o W 7/16" SHEATHING 2x RIBBON FASTENED W PROVIDE PRODUCT APPROVAL FOR ROOFING 2x RIBBON FASTENED w oc (CONTRACTOR TO PROVIDE PRODUCT TO FLOOR TRUSSES SYSTEM) TO FLOOR TRUSSES w APPROVAL FOR ROOFING SYSTEM) SEE PLAN PER TRUSS ENGINEER PER TRUSS ENGINEER > DRAWN BY Co z o ALL ROOFING UNDERLAYMENT TO BE ALL ROOFING UNDERLAYMENT TO BE SEE PLAN WAINSCOT RANSITION SELF-ADHERING POLYMER MODIFIED BITUMEN WAINSCOT TRANSITION o a SELF-ADHERING POLYMER MODIFIED BITUMEN UM / W. GRIFFIN EET TO COMPLY WITH ASTM D 1970 ,,, SHEET TO COMPLY WITH ASTM D 1970 �,,- 2x RIBBON FASTENED BATT 2x RIBBON FASTENED BATT CHECKED BY �- -' TO FLOOR TRUSSES INSULATION REQUIRED PRE-ENGINEERED WD TRUSS, 24" O.C. TO FLOOR TRUSSES INSULATION REQUIRED Z w 2 X 6 W/ 2" DIA. --'� PER TRUSS ENGINEER AT GARAGE (SEE PER TRUSS ENGINEER AT GARAGE SEE S. LEE �t > ROUND VENT @ ENERGY CALCS INSULATION BLOCK ENERGY CALCS) r'' R 24" O.C. PRE-ENGINEERED WOOD FLOOR PRE-ENGINEERED WOOD FLOOR ) SCALE 0 METAL DRIP rr TRUSSES (VERIFY W/TRUSS 1/2" RIGID GYP. BOARD 2X4 SUBFASCIA TRUSSES (VERIFY W/TRUSS 1/2" RIGID GYP. BOARD 22 X 34 = SCALE AS NOTED o (n EDGE ' ENGINEER FOR TRUSS LAYOUT) METAL DRIP- }l ENGINEER FOR TRUSS LAYOUT) 11X17 = 1/2 NOTED SCALE 1/2" GYPSUM EDGE 1/2" GYPSUM d o 1X4 FASCIA CEILING INSULATION WALLBOARD ON STUDS 1Xb FASCIA CEILING INSULATION WALLBOARD o b (SEE ENERGY CALCS.) DBL. 2x SYP. WD. TOP PLATE SEE ENERGY CALCS. ON STUDS SHEET DATE cl 2X6 RAFTER TAIL W/ WALL INSULATION ( ) DBL. 2x SYP. WD. TOP PLATE W/ WALL INSULATION o o @ 24" O.C. 1/2" RIGID GYP. BD. SCHEDULED WINDOW (SEE ENERGY CALCS} VENTED SOFFIT W/3" 1/2" RIGID GYP. BD. SCHEDULED WINDOW (SEE ENERGY CALCS} m DBL. 2x SYP. WD. SEE FLOOR PLAN DIAM. VENTS @ 48 SEE FLOOR PLAN SHEET REVISION INFO � ( 0. C., TYP. DBL. 2x SYP. WD. ( ) o 1 x 4 T &G TOP PLATE WINDOW ATTACH ENT TOP PLATE WINDOW ATTACHMENT HEADER SEE FRAMING (n 0 0 BETWEEN 1"4 COMPLIANT WITH FBC-R HEADER , SEE FRAMING COMPLIANT WITH FBC-R LU z RAFTERS OVERHANG 2x SYP. #2 WD. STUDS PLAN FOR SIZE AND DEPTH 2x SYP. #2 WD. STUDS PLAN FOR SIZE AND DEPTH co W @ 16" O.C., TYP. j FINISH MATERIAL J @ 16" O.C., TYP. FINISH WALL INSULATION PER ELEVATION = o W MATERIAL PER (SEE ENERGY CALCS.) REFER TO WALL INSULATION Ln cn ELEV. FOR (SEE ENERGY CALCS.) J W ELEVATION SET REVISION INFO z 2x SYP. #2 WD. HEADERPVERHANG2x SYP. #2 WD. HEADER � �, -SEE SCHEDULE � m -SEE SCHEDULE 0.Wwz o > cn w o SCHEDULED WINDOW SCHEDULED WINDOW SCHEDULED WINDOW SCHEDULED WINDOW ' Fzu, z (n (SEE FLOOR PLAN) (SEE FLOOR PLAN) (SEE FLOOR PLAN) (SEE FLOOR PLAN) &; 3 Lu Ln w 0 1/2" GYPSUM WALLBOARD ON 1T2"DGYPSUM WALLBOARD ON 1/2" GYPSUM WALLBOARD ON 1/2" GYPSUM WALLBOARD ON SHEET DESCRIPTION z u EXTERIOR SHEATHING TO STUDS W/ WALL INSULATION EXTERIOR SHEATHING TO SUS / WALL INSULATION EXTERIOR SHEATHING TO STUDS W/ WALL INSULATION EXTERIOR SHEATHING TO STUDS W/ WALL INSULATION °C o E FLUSH WITH THE EDGE (SEE ENERGY CALCS) BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) STANDARD Ce u z OF THE FOUNDATION 1/4" OF THE FOUNDATION, 1/4" 2x SYP. #2 WD. STUDS OF THE FOUNDATION, 1/4" OF THE FOUNDATION, 1/4" o � 2x SYP. #2 WD. STUDS 2x SYP. #2 WD. STUDS 2x SYP. #2 WD. STUDS � GAP BETWEEN FOUNDATION 16" O.C. TYP. GAP BETWEEN FOUNDATION @ 16" O.C., TYP. GAP BETWEEN FOUNDATION @ 16" O.C. TYP. GAP BETWEEN FOUNDATION @ 16" O.C. TYP. NOTES & DETAILS z = z< AND SHEATHING @ AND SHEATHING AND SHEATHING AND SHEATHING 2x P.T. SILL PLATE 2x P.T. SILL PLATE 2x P.T. SILL PLATE 2x P.T. SILL PLATE UJ Q cn WATER RESISTANT BARRIER WATER RESISTANT BARRIER WATER RESISTANT BARRIER WATER RESISTANT BARRIER . cc = z CONNECT WALL TO FOUNDATION 2 LAYERS REQUIRED CONNECT WALL TO FOUNDATION 2 LAYERS REQUIRED) CONNECT WALL TO FOUNDATION (2 LAYERS REQUIRED) CONNECT WALL TO FOUNDATION PROJECT NAME �? 0 2 LAYERS REQUIRED) PER FRAMING DETAILS P PER FRAMING DETAILS PER FRAMING DETAILS PER FRAMING DETAILS POLYETHYLENE HOUSE WRA ( Q ( Q POLYETHYLENE H RAP POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE WRAP OUSE W 0 OUS 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 EQUAL SYSTEM PROVIDE CONT. METAL TERMITE Li 6-4 FLASHING - SHIELD UNDER SILL PLATE FLASHING SHIELD UNDER SILL PLATE FLASHING SHIELD UNDER SILL PLATE FLASHING SHIELD UNDER SILL PLATE o w FINISHED BASE MOULDING FINISHED BASE MOULDING FINISHED BASE MOULDING FINISHED BASE MOULDING U- W MAIN FIN. FLOOR MAIN FIN. FLOOR T MAIN FIN. FLOOR MAIN FIN. FLOOR W = o ELEV @ p�_p�� - ; . a W ELEV @ p�_pF� �. .a.. W IIFELEV @ p�_p�� - ;; " . . . W _APELEV @ 0'-0 '. . a LOT BLOCK z F- aC ac o w o _ � o LOT/ BLOCK 0 LI o 'o 'o 04 'o I TBI NUMBER � z z � � I III III � � o I III IIT � . I III III � � I III III • Z �.- i z I 4" CONC SLAB W/ ~ a•. 1 ( 1 l i I � 4" CONC SLAB W/ I I l I 1 ( I 4" CONC SLAB W/ 4�. l 1 l III I 4" CONC SLAB W/ MODEL Wo III III = Go o ^ cn i I I I VAPOR BARRIER :� I ( ( ( VAPOR BARRIER I l I I VAPOR BARRIER l I I I VAPOR BARRIER _ .: ° II . a III i_ _ .� .4Q ill ui ALL o in - REFER TO STRUCTURAL -r- REFER TO STRUCTURAL - REFER TO STRUCTURAL REFER TO STRUCTURAL "' a - I ( DRAWINGS FOR - l ( _ DRAWINGS FOR - ( I DRAWINGS FOR J - I I DRAWINGS FOR ELEVATION NAME � W u_ u _ - COARSE COUNT _ _ _ ko k o M I l I III- COARSE COUNT& M III ► d O & M 1 1 1 © Q III- COARSE COUNT& M i t a I I l- COARSE COUNT& FOOTING SIZE FOOTING SIZE FOOTING SIZE :a. FOOTING SIZE ALL (n W • •. 1 I ( PROVIDED BY _ * �, •• ( ( ( PROVIDED BY • •. ( I I PROVIDED BY • •. ( I I PROVIDED BY OTHERS) THERS) d OTHERS) a OTHERS) III _ III_ } _ 111— } _ z 0 � � � III III— � � � � � � � � Iil— � � ' � � � I III— � � � � � � � III_ i ' OFFICE E CC)P�' SHEET NUMBER 0iE � EXTERIOR WALL EXTERIOR WALL 3 SECTION WITH WINDOW 4 TWO-STORY WALL SECTION 3 SECTION WITH WINDOW 4 TWO-STORY WALL SECTION H L1J � LJJ ; w z �� SCALE: 3/4" = 1'-0" D7 SCALE: 3/4" 1'-0" D7 SCALE: 3/4" = 1'-0" D7 SCALE: 3/4" = 1'-0" tp c� u o o ERIAL NUMBER 1014.0 g i M THE BM OF W 1Q1 KBDGE,VE DEI OEM ON TMS MAWMGWH� CODE IN V.T AS OF OM OF MDMA tON OEM. N SET MIRD OR 3 FROM " SET MIRROR 3 MIRROR=VANITY -5 DRYER VENT (TYPICAL) �� Fto W END FF BACK SPLASH FROM INSIDE CORNER �Q�C 000 0000�Q�. U GAS PIPE (TYPICAL) C-7 0 0 �S o FOR GAS DRYER ONLY . F 11_211 ih •r1 oo = oC O � �� � R9673 �` COUNTERTOPS w o ce a DRYER VENT (TYPICAL) j, �, � �0 11 = c co GAS PIPE (TYPICAL) ` F 36 HIGH X LL, FOR GAS DRYER ONLY RED A� (VANITY-5 ) MIRROR o U- OUTLET BOX co 1/4" MIRROR DRYER VENT BOX- MANUE AR 96z73A0EZ,AIA o CENTER SIDEWAYS - ATTACH PER MFR. INSTRUCTIONS IN BACKSPLASH 1/2" RECESS O _ DRYER VENT BOX FOR MIRROR ATTACH PER MFR. °; o � j INSTRUCTIONS - a. � - 2X4 HALF WALL m M � YORKTOWN P.T. SILL PLATE N P.T. SILL PLATE00 u �'' i TRIM - MM MIRROR (IF SLAB ON GRADE) (IF SLAB ON GRADE) ® N M � Z CABINET � w ■ _ ¢ VANITY MIRROR INSTALLATION INSTRUCTIONS. 4 �.- o WITH PEDESTAL 1. MIRROR BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. _ 2. AT B THROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE: p A 00 0 o z CORNE . (YORKTOWNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, u w N ce U) NOTE: BRACKETS REQUIRED IF BOTTOM, OR REAR VENT LOCATIONS. ,,, ® v� 4 8 W o COUNTERTOP CANTILEVERS MORE THAN 10" 3. UPO INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED Y BEFOREREMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM ■ FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. LENGTHS PER MANUFACTURERS SPECIFICATIONS. ® Z 0 KITCHEN HALF WALL DETAIL INT-2 MA( TER BATH MIRROR WOOD TRIM DETAIL INT-3 DRYER VENT BOAC FOR DRYER ONLY a o o INT-1 w azc �P8 _ (INT-1) [��$ SCALE 1/211 = 11_011 (INT-1) D8 SCALE: 1 2" = 1'_011 (INT-3) w A A w SCALE. 1/2 - 1 0 / z ce A CL � TILE OR STONE ON 1/2" COMPARE 04 A z w HARDI BACKER BOARD MANUFACTURER'S ►� o 3 n ►- OVER / EXT. PLYWOOD DIM OF TUB & O C:) �' TOLL APPROVED TILE BACKER (REFER j ON 2X4 FRAMING. PUMP LOCATION w N U- Q TO CONTRACT SPECIFICATIONS) a o � Coe WALL TILE ,,, EFER TO FLOOR PLAN, VARIES - SEE PLANS o° 40 VARIES BY MODEL 2X BLOCKING BETWEEN 1 ROW OF TILE Z STUDS (3 WALLS) o 2X4 @ 1611 O.C. _ xin � c 11 w `CORNER SHELF ce VINYL LINER (3 WALLS) EXTENDED 5 4- o m UP WALLS 4c o 1) CERAMIC CORNER DRAWN BY z z }- FLOOR TSL SHELF AT 48" A.F.F. 2X4 LEDGER O ¢ 100% SILICONE SEALANT BETWEEN m �, - W. GRIFFIN �,, TILE BACKER AND WET BED Q w d- �r CHECKED BY - X X DROP IN TUB X >�.. o� ¢ 2" SHOWER DRAIN ' U- `�' "" "' S. LEE ,? > FLOOR TILE > d + 2X4 CRIPPLES SCALE o 2-2X4 THRESHOLD k00 o 22 X 34 = SCALE AS NOTED Q ul 11X17 = 1/2 NOTED SCALE cii - • • . .••• :; ,•: • ••.• . • - • • . - - .;; , • . -• - '_; -• ; TILE AT DOOR 2X4 TO BE P.T. SUPPORT UNDER LZ o THRESHOLD WALL TILE WHEN IN CONTACT TUB AS REQ. BY � �- W/ CONC. MANUFACTURERS. SHEET DATE ADJUSTABLE GAUGE COAT WETBED PLAN a' SHOWER DRAIN Ice o LINER SET IN SEALANT @ (FR-33 DROP IN TUB DETAIL- SHEET REVISION INFO o 2" SHOWER DRAIN FLANGE OVER ROOFING FELT :±:tt - NOTE $ " _ A► (n o 4" X 9" RADIUS MARBLE SHELVES WILL EXACT SIZ AND SHAPE VAIRES BY MODEL AS SCALE. 3/4 - l'-011 (FR-33) = � z NOTE. 3/ SHOWER ELEVATION m w � BE USED IN LIEU OF CERAMIC WHEN MARBLE/ WELL AS P UMBING ACCESORIES. REFER TO � MARBLE TILE OPTIONS ARE SELECTED ARCHITE URAL PLANS B MODEL V J WSHOWER & CURB ON FRAMED FLOOR INT-5 STANDARD SHOWER SHELF LOCATION ��- SET REVISION INFO INT-4 END POST TIED INTO FLOOR ~ 11 _ 11 INT-4 { D$ (INT-5) JOIST BELOW EXTEND TO QP a m D8 SCALE. 3/4 - 1 0 ( ) i SCALE: 1/2" = 1'-011 ce w z BOTTOM OF FLOOR JOISTS. ,.-.; O >> ALL, = END POST TO PENETRATE W Z � W SUBFLOOR. SHEET DESCRIPTION W z � � FACE NAIL END POST TO STANDARD Z BLOCKING. ce �, 0 2x BLOCKING BETWEEN NOTES & DETAILS z = o00, FLOOR TRUSS AGAINST a END POST. ,-', ol ¢ � ' ' '' � PROJECT NAME c z SUB FLOOR. , En UI 10, Z i ��' ice' /� .01 ' ice' .01 V .01 W �� i� �� �i000 � mol moi' iiiv / / ���I- r W o ,, \ �y�'',. \\\<\ LOT/BLOCK Q Z LL.. �'' ''' '��\\\ \T ``v'� '/ 'j' ' /' ''�`\ y''' ' - TBI NUMBER .01 O 'fi �' / j /�\ yI ��� ^ / /ice �i�i / / �- - MODEL Lu 2 n i ' \\�\\� / f // i oc W ¢ - - �\ \ /.j,- ALL / /. Ln NAILS(TYP) m w o z FLOOR TRUSS. ELEVATION NAME W W � ' ALL © d N W ct- _ � �' � = zo W SHEET NUMBER � � Wm s .o = � ce (FR-34 HALF WALL TIE-IN DETAIL.Z uOFFICE COPY oo � D8 N.T.S. V o I (FR-34) PERIAL NUMBER 1014.0 v i