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1714 ATLANTIC BEACH DR - ARCH DRAWINGS
V TO THE BEST OF MY KNOWLEDGE,THE DESIGN DE1W7ED ON THIS DRAWING C01NL1F5 WITH THE APPLICABLE MINDIIM BUIIDING CDDE IN EFF&.T AS OF DATE OF CERTIFICATION OEM. N August 11,2016 { o W OF Fz Ce F1 $ 0 6 Fri UJ r � OCT 1 of 2016 RED A� Z~ 0 MANUEL GONZALEZ,AIA 0 —�y.�r:� �.__��. .� �w ,_�...,, AR 96730 t 0 = (�LLJ Joe LLU0 a DC Z m W o ABBREVIATION LIST GRAPHICS LEGEND SQUARE FOOTAGE NOTES LIST OF DRAWINGS `Q �- o, z PARTIAL SECTION INTERIOR ELEVATION coAST N J W a AL ELEVATION � M W = Abbrev. Description Abbrev. Description Abbrev. Description _ DETAIL# - DETAIL# AREA CALCULATIONS S.F. E- 0 C1 COVER SHEET - Index of Drawings a w o uU # NUMBER F.P. FIREPLACE PT. LD. POINT LOAD ___ DRAWING # ___ DRAWING # GN1 GENERAL NOTES o O = FIRST FLOOR 2787 a � z & AND FRT. FRONT PWD. POWDER BUILDING SECTION DETAIL CALL-OUT E UAL FT. FEET PLW. PLYWOOD SLAB LAYOUT o 0 3 o Q - _ - DETAIL# DETAIL# SECOND FLOOR 724 E w 8 0 >. oc @ AT FTG. FOOTING ! A1.82 S LAYOUT U ,� "' o _-- _-- DRAWING # / --- DRAWING # A/C AIR CONDITIONING F.O.M. FACE OF MASONRY R RISER A LAB LAYOUT, NOTES, SCHEDULES, & DETAILS a5u o TOTAL LIVING AREA 3511 SQ. FT. o ABV. ABOVE RA RETURN AIR w © �- z GALLON RAD. RADIUS % FLOOR PLAN „•, = 0 ADJ. ADJUSTABLE GAL CEILING HEIGHT CHANGE �-- x A.F. ABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR COVERED ENTRY A2.82 FIRST FLOOR PLAN a O u' CENTER LINE 111 o , z A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. REINFORCING SPANISH TILE A3.82 SECOND FLOOR PLAN a W 0 GROUND FAULT COVERED LANAI SCHEDULE , & DETAILS w A oc AHU AIR HANDLING UNIT GFI RM. ROOM 292 A3.N FLOOR PLAN NOTES, z ELEVATION MARKER SHAKE SIDING u, � z INTERRUPTER A o GARAGE(s) 580 A ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING SLAB RECESS SIDING z EXTERIOR ELEVATIONS z w ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD RQD. REQUIRED a ,Q UNFINISHED STORAGE 110 A5.82 FRONT & SIDE ELEVATIONS "`' ►- o o R & SH ROD & SHELF FRAME BEARING WALL BRICK A5.1.82 REAR & SIDE ELEVATION, & ROOF SLOPE PLAN x O a o BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL TOTAL 4�Q5 SQ. FT. A5.2.82 EXTERIOR ELEVATION DETAILS �' w N z B•B•Q. INTERIOR WALL 0 a BD. BOARD HB HOSE BIBB STUCCO FINISH Eo B.F.F. Q NON-BEARING BUILDING SECTIONS BELOW FINISHED FLOOR HD / HDR. HEADER SF/ SQ. FT. S DARE FEET a 0 w BOTT. BOTTOM HST. / HT. HEIGHT SGL SINGLE CMU MASONRY WALL II 1=1�I-IM EARTH i �� . A7.82 BUILDING SECTIONS & DETAILS m BR. BRICK HORIZ. HORIZONTAL SHT. SHEET z BKFST. BREAKFAST SH. SHELF GABLE END WALL INSULATION i. DIFI=EJ ER LAYOUT 0 o a INSUL INSULATION SHWR. SHOWER _ M1.82 FIRST FLOOR DIFFUSER LAYOUT z w CALC. CALCULATIONS INT. INTERIOR SL. SLIDER FRAMED KNEEWALL DECORATIVE STONE X12.82 SECOND FLOOR DIFUSSER LAYOUT DRAWN BY W C.J. CONTROL JOINT I.L.O. IN LIEU OF SPECS SPECIFICATIONS DROPPED SOFFIT PRE-CAST LINTEL/ HEADER E. KESSETEBERHAN z -°° CL CENTER LINE S.P.F. SPRUCE PINE FIR ,�., z o � LE�fRICAL LAYOUT CHECKED BY 0 z CLG CEILING KS KNEE SPACE -SPG. PT. SPRING POINT DESIGN R ITE R IA► E1.82 FIRST FLOOR ELECTRICAL LAYOUT M. GONZALEZ w ° a E MAS NRY UNIT STD. STANDARD CMU CONCRET 0 X2.82 SECOND FLOOR ELECTRICAL LAYOUT o >- C.O. CLEAN OUT L LONG STL. STEEL LL, _ T SCALE Ce a > COL. COLUMN LAV LAVATORY STOR. STORAGE TWO STORY: FIRST F OOR MASONRY SINGLE FAMILY RESIDENCE. GROUP R3 I',ANDARD NOTES & DETAILS 22X34 - SCALE AS NOTED 0 a COMP. COMPRESSOR LDRY LAUNDRY 03 STANDARD NOTES & DETAILS 0 ~ = EN T TOP SECOND FLOOR - FRAME BUILDING TYPE: V B w CONC. CONCRETE LIN LIN D7 STANDARD NOTES & DETAILS ` 0 0 CONT. CONTINUOUS LT LAUNDRY TUB T&G TONGUE &GROOVE RISK CATEGORY: II D8 STANDARD NOTES & DETAILS SHEET DATE TEMP. TEMPERED d o DESIGN BASED ON F.B.C. 5TH EDITION (2014) WIND DESIGN BASED ON: ASCE 7-10 05-02-16 ,§ o DB. DOOR BELL M.B. MASTER BATH THK. THICK E MAX MAXIMUM T.O. TOP OF F.B.C. 5TH EDITION 014 RESIDENTIAL ULTIMATE DESIGN WIND SPEED = 1 M HOUSE ELEVATION ABBREVIATIONS o�c oc DBL. DOUBL ( ) 30 PH SHEET REVISION INFO o z DR &SH. DOUBLE ROD &SHELF M.C. MEDICINE CABINET T.O.B.B. TOP OF BOND BEAM ABBR. FULL NAME ELEV. CODE: ,�, m o F.B.C. STH EDITION ( 014) MECHANICAL NOMINAL DESIGN WIND SPEED = 101 MPH --- o _ DECO. DECORATIVE MFR. MANUFACTURER TR. TREAD MAN. MANOR 03 W z ui DET. DETAIL MIL. MILLIMETER TRAN. TRANSOM F.B.C. 5TH EDITION ( 014) PLUMBING EXPOSURE: B WIL. o (n 0 (D WILLIAMSBURG 07 a cn DIA. DIAMETER MIN. MINIMUM TYP. TYPICAL F.B.C. 5TH EDITION ( 014) ENERGY ENCLOSED BUILDING INTERNAL _ PRO. PROVINCIAL 08 W z +.18/ .18 VIE. CHATEAU 09 m m w DIM. DIMENSION MIRR. MIRROR CONSERVATION PRESSURE COEF:: CHA. DN DOWN MLDG. MOLDING UC UNDER COUNTER VER , VERSAILLES 10 z a " F.B.C. 5TH EDITION 014 FUEL GAS FOR WINDOWS/DOORS, SEE FLOOR CLp,, SET REVISION INFO z = o ,,,,, UNLESS NOTED ( ) CLASSI J W DR. DOOR M.P.H. MIL ES PER HOUR U.N.O. OTHERWISE C 18 = F.B.C. 5TH EDITION 014 ACCESSIBILITY PLAN FOR ACTUAL PRESSURES: MED. MEDITERRANEAN 19 - W z i— DS. DOWNSPOUT MT METAL THRESHOLD ) TRA. TRADITIONAL 20 "' m D.S.S. DENSE SELECT STRUCTURE V.B. VAPOR BARRIER NATIONAL ELECTRIC ODE 2011 (NFPA 70) FEMA RULES & REGULATIONS Ce COU. COUNTRY MANOR 2 z o > z DW DISHWASHER N.T.S. NOT TO SCALE VERT VERTICAL o V.T.R. VENT THROUGH ROOF N.F.P.A. 101 2014 ASCE 7-10: MINIMUM DESIGN LOADS HER. HERITAGE 22 zUJ DWG. DRAWING THIS DRA INS AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DA CMN. CIMMARON 28 >A W z2: Uj O.A. OVERALL I SIGNED :MSN. MISSION 30 SHEET DESCRIPTION W z0 E EGRESS O.C. ON CENTER W WIDE AND SEALED OR WHILE CURRENT CODE IS VALID cFT. CRAFTSMAN 31 _ z U E.E. EACH END O.H. OVERHEAD W/ WITH SCL. COVER SHEET w SPANISH COLONIAL 32 Ce a z E.W. EACH WAY OPT• OPTIONAL) W.C. WATER CLOSET BOR. BORDEAUX 33 W a > o EL. ELEVATION OPNG. OPENING WD. WOOD BRO. BROUGHAM 39 z z = o ELEC. ELECTRICAL OSB ORIENTED STRAND BOARD WDW. WINDOW z WALK-IN CLOSET REN. RENAISSANCE 40 w ¢ Q ENCL. ENCLOSURE PED. PEDISTAL SINK - W.I.C. w ENG. ENGINEERED POLY POLYVINYL WP GFI WATERPROOF GFI VIE. VIENNA 41 �- o POUNDS PER SQUARE TUSCAN 44 PRODUCT LINE vi EQUI EQUIPMENT P.S.F. W.W.M. WELDED WIRE MESH CLS. CALAIS 46 ATLANTIC BEACH CC 60' ut., z z FOOT ITV. ITALIAN VILLA 58 0 0 EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH W.W.F. WELDED WIRE FABRIC BC. PALM BEACH 80 HERITAGE o FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER C`RB. CARIBBEAN 81 DUVAL COUNTY w = FLR. FLOOR P.R. POWDER ROOM COASTAL 82 o LL- � ~ FND. FOUNDATION P.T. PRESSURE TREATED CST. W LOT/ BLOCK 0079 Z C) T : t � ? moo NUMBER 0079 z MODEL z Uj 0 z CAPTIVA � � Wa > u U_ z Q 3I— ELEVATION NAME 0 U_ t W OFFICE COPY to COASTAL Im u., z ,� REVIEWED FOR CODE COMPLIAN SHEET NUMBER a z °; CITY OF ATLANTIC BEACH O _ SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS _ 1 Q W m W V REVIEWED BY: A Ur *� z � � .� DTE. � 0 0 � SERIAL NUMBER 1014.0 v i O THE y/�BBESTl�K�yMYKNOWLEDGE, OWLEDG,IIpf 1K}�Y�G�7�1�N1y.�V�GT�N.�IQ�I�VryI.�}14S DRAWING COMMM.WcrrN 01 11�(�1G9�.1PKICAM 9R9G�1�9..�19.911/'Ry/�19�pWII.DI.V CODOF %D U GENERAL NOTES DOORS&WINDOWS PLUMBING NOTES �� N 1. IT IS THE SUBCONTRACTORS SOLE RESPONS BILITY 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 USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN RESIDENTIAL Ft 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 'C� W ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26"ABOVE Q� '0 _ DURING ERECTION. THIS INCLUDES, BUT I NOT LIMITED TO,THE ADDITION OF FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54 A.F.F. GRADE. C7l 0000- Qy I— WINDOWS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT 0 WHATEVER TEMPORARY BRACING,GUYS OR IE-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 tF�,�, oo EQUIPMENT, ETC. 0 J THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. 0 p p WINDOWS INDICATED WITH (E) OR(EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. SHOWER HEAD AR96 0 � V F- 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 71-411 � ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS,ALL GLAZING AT TUB AND HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6'-10" ' ��,0 0 SHOWER ENCLOSURES AND WINDOWS LESS THAN 60"ABOVE STAIR LANDINGS OR TREADS SHALL BE GENERAL NOTES FR �G'r FD TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2014 FBC 2411.1.2 A STRUCTURAL DESIGN CRITERIA ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND 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 M Q LIVE LOADS: SOLID WOOD DOORS NOT LESS THAN 1 8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE AR 96730 0 z RESIDENTIAL FLOOR, UNLESSOTHERWISE INDICATED 40 PSF 3 CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.THE ARCHITECT SHALL BE z o 40 PSF STEEL DOORS NOT LESS THAN 1/INCHES (35 MM)THICK, OR 20 MINUTE FIRE-RATED DOORS. BALCONIES/DECKS NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. � � STAIRS 40 PSF WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING,TO FIT WINDOW OR DOOR SIZES, PRESSURE z (n = 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 FROM EACH END AND 12 C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ c» w ATTIC WITH STORAGE 20 PSF (2) ROWS OF 10d NAILS AT 10"C/C. INSTALL SOFFITS PER FBCR R703.1.3 AND R616. a m HABITABLE ATTICS 30 PSF SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). aC z J SLEEPING ROOMS 30 PSF WIND BORNE DEBRIS REGION eq w EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE eqJ p CONCRETE CONCRETE UNLESS OTHERWISE INDICATED 3000 PSI SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE cn cCL p STRENGTH OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE W v O z @ 28 DAYS MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE a LU = m REINFORCING: WELDED WIRE FABRIC SHA CONFORM TO ASTM A185 APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL a L PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. w c 1-1 O ALL REINFORCING BARS ASTM A615-60 60,000 PSIrn ■ +p p w ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSIH GYPSUM WALLBOARD Z = POLYPROPYLENE FIBERS FO SLABS ON GRADE MINIMUM 1.5 LBS. OF PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8"TYPE "X" GYP, BOARD ON ALL O A o •aC z FIBERS PER CUBIC YARD GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE W "' W 3 O CONCRETE ASTM C90-01, STANDARD W IGHT UNITS, fm=1500 PSI MORTAR TYPE"S" 1800 PSI RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2"GYP. BOARD APPLIED TO THE GARAGE SIDE. o $ uj w z MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED O uu O UNITS: DURING CONSTRUCTION HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8'ABOVE FINISHED FLOOR. r ■ �W O rz STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI U.N.O SHOP AND FIELD - ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS UNDER-STAIR SURFACE AND ANY Z - © � z STEEL WELDS. E70XX ELECTRODE ALL BOLTS CAST IN CONCRETE. ASTM A36 OR ASTM A 307 �� O i ¢ O SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARD. x H V WOOD BEAMS RAFTERS JOIST P TES: U.N.O. NO. 2 SOUTHERN YELLOW PINE (19% M.C.) a O On A w p FRAMING: ROOF DECK: PLYWOOD C-C/ -D, EXTERIOR,or OSB ce cn z V Q FLOOR SHEATHING: T&G A- GROUP 1 APA RATED(48/24) GLASS BLOCK O W w LLj Z o- WALL SHEATHING: PLYW00 C-C/C-D, EXTERIOR OR OSB MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS A Lu O VERSA LAM BEAM: Fb = 290 PSI(2.0E EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. A a WOOD COLUMNS: PARALLA 2.OEU.N.O. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. z Q w WOOD ROOF BUILDING IDENTIFICATION a Ov ., � 00 DESIGN LOADS: SHINGLE ROOF: TILE ROOF: . cC p TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH O UJ Ow TOP CHORD DEAD LOAD: 10 PSF 20 PSF POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE z Q PROPERTY. SAID NUMBERS SHALL BE A MINIMUM OF 4"TALL AND 1/2"THICK AND CONTRAST WITH a V 0 BOTTOM CHORD DEAD LOAD: 10 PSF 10 ESE THEIR BACKGROUND. O TOTAL: 40 PSF 50 PSF p Lu WIND UPLIFT RESISTANCE: 10 PSF 10 PSF STUCCO 0 a 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 UJ O UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD PLYWOOD PANELS. 00. LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. p O CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. ZLU WOOD FLOOR DESIGN LOADS: °C TRUSSES: OUTDOOR KITCHENS w DEAD LOAD: 20 PSF ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. DRAWN BY z oo LIVE LOAD: 40 PSF CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE z0 z TOTAL: 60 PSF FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR W. GRIFFIN � cin R GRILLS OR COOKTOPS. - W W ..., FOUNDATION SITE PREPARATION: ANCHORAGE CHECKED BY O z W METAL AND WIRE LATH: S. LEE Q > 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. O J 1. FOOTINGS WERE DESIGNED FOR AN ALLOWA LE SOIL BEARING PRESSURE OF 2,500 PSF, SCALE Q ~ Q FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL 22 X 34 = SCALE AS NOTED p = BE PLACED NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE o LL_ w cn a OF AT LEAST 98%OF THE MODIFIED PROCTO MAXIMUM DRY DENSITY,DETERMINED IN TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. ca � _ 11X17 = 1/2 NOTED SCALE V O 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 2.THE OWNER SHALL RETAIN THE SERVICES OF N INDEPENDENT GEOTECHNICAL ENGINEER OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST /INCH AND SHEET DATE �o BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE TO VERIFY SUCCESSFUL COMPLETION OF SITE REPARATION EFFORTS. LOCATIONS ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. cQC °G 11 GAUGE BARBED GALVANIZED OR BLUED NAILS 1%" INCHES LONG HAVING A HEAD NOT LESS THAN . O FAILING TO MEET THE ENGINEER'S S REQUIREMENTS SHALL BE RECOMPACTED � ui m V OAND RETESTED AT THE CONTRACTOR'S EXPENSE,AND AS DIRECTED BY THE ENGINEER. 3/8 INCH IN DIAMETER. SHEET REVISION INFO uj = (n 3. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY,AND THAT THE MIRRORS p Z - COMPACTION REQUIREMENTS HAVE BEEN MET HALL BE MADE BY THE GEOTECH. ENGINEER.LU MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. coo w H.V.A.C. NOTES p � 0 THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: Z = O w TERM MECHANICAL,RESIDENTIAL, AND ENERGY CONSERVATION y cn w cn MOUNT ALL THERMOSTATS AT+4'-0"ABOVE FLOOR. O J uj SECTION R318 PROTECTION AGAINST TERMITES SET REVISION INFO au z c 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 PESTICIDES, BAITING SYSTEMS,AND PESTI IDES APPLIED TO WOOD, OR OTHER APPROVED METHODS WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES.THE H.V.A.C. m OF TERMITE PROTECTION LABELED FOR US A 0 PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. 0 � Z SECTION 202, REGISTERED TERMITICIDE). PON COMPLETION OF THE APPLICATION OF THE TERMITE M 3.0 PROTECTIVE TREATMENT, A CERTIFICATE 0 COMPLIANCE SHALL BE ISSUED TO THE BUILDING ELECTRICAL NOTES to O O DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE DWGS. ARE DIAGRAMMATIC&INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. g !i U "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR p w z TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES ANDLAWS ESTABLISHED BY THE FLORIDA TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. SHEET DESCRIPTION X: p Z DEPARTMENT OF AGRICULTURE AND CONSU ER SERVICES." cn ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL wO z W E NOTE: ELECTRICAL. CODE&ALL CODES, REGULATIONS &RESTRICTIONS HAVING JURISDICTIONS. GENERAL > aC p 1) METHOD OF TREATMENT SHALL BEA PROVED BY THE GOVERNING JURISDICTION LIQUID BORATE GROUND-FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE 15&20 AMP OUTLETS INSTALLED co a z OR BORA-CARE" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT OUTDOORS, IN BATHROOMS, &GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. w a > 0 APPROVAL DATA MUST BE ON FILE W THE BUILDING DEPARTMENT. NOTES F- z = p 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE)TO z NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO u __j Q PORTIONS OF WOOD ARE REQUIREDTO BE FIELD TREATED TO PREVENT INSECT INFESTATION. THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE a41 LU z OPTIONAL BORATE APPLIED TO LL FRAME MEMBERS WITHIN 24"A.F.F. DETECTORS SHALL BE PROVIDED W/VISIBLE"POWER ON INDICATOR"AND A TEST BUTTON WITH PROJECT NAME Lu O BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. to ALL ELECTRICAL SWITCHES SHALL BE 48 A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 611 oC � z z FROM EDGE OF OPENINGS. ALL WALL RECEPTACLES SHALL BE 12"A.F.F. UNLESS OTHERWISE NOTED. V w ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 Lu CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY,THE LOCATION OF SERVICE AND z C:) w SHALL LOCATE METER AND PANEL AS REQUIRED. UJ Fz- 0 VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. LOT/BLOCK z 0 z w ALL EXTERIOROUTLETS ARE TO BE A MINIMUM OF 30"A.F.F. TBI NUMBER z (nn z IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, E. p �j z0 BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA,ALL MODEL 125-VOLT, 15-AND 20-AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. o 0^ z0 THERE ARE NO EXCEPTIONS. N � � wQ ALL > M w W p Z a ELEVATION NAME cuW_ z " W U- m W O ALL o a p N W ocw � P c: z = Z w SHEET NUMBER m z = � ,� .0 � = O wca w OFFICE COPY z ,J � iu zJu- *'� C:) 0Q ERIAL NUMBER 1014.0 o DRAWING COMPLIES WITH THE APPU E NDMN WMING TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEncrLD ON THIS z 9 0 F-1 2016 CODE IN EFFECT AS OF DATE OF CERIVICATION BELOW. Auust 11, `r N _ OF FSO o '� ,� �y m r�wP � J _l0 0- J p c g 00 U! F- 0 AR967 0 C3 0 L 0a3L7 Ap 851.011 FRED U_ z zo 111.011 741.011 ---------- ---------- MANUEL GONZALEZ,AIA � � � r u r AR 96730 � � w 10'0 24 -01r I1 „ n n CONC. A7.82 , 48 X96 X4 1'-0” PAD 3" ABOVE GRADE m PROVIDE GAS LINE PROVIDE GAS DC w J I o TO COOKTOP LINE TO DRYER o d HB J ------J L-- ----- ----- --------------- ------ -------------- — ----=_j x L------ CL F z w w ,Q i I #I I N _ N r--1 _ WATER = CoI I I - I_ , 1 � oo ev t- - O fV r, C:) PROVIDE I� r .-+ �� =SOFTENER Uj ELECTRICAL I I r �' _ LOOP .. Q = ( CHASE FOR - -16 ct3 � z _ ISLAND W S O [h 1 n n r_ r1 co 1 rr 1 1 +—-;-i--- 1-911 n , 0 1 1 A cn 10 -4 8 24 6 I 9 -9 I ,�___ 1 _ ,-� O 2' W z a, 1 i 8 9 A1.N A1.N s 0 o I ---- - _ _- - - ----- ------ TYP. _ U w it 0 Ir o z i _ ~ I co iL ��Ji ' I 6" PLUMBING 8'-10116" ¢ - LU = O c a. _ - - - _- -1- _ -L -- - WALL 211-611 W W Q co J 0C , ►moi '�-, W � � I ZI— _ ce _J _ - ce_ W--------- �- z o=- o °D 6" PLUMBING f }, ac FINISHED FLOOR a = Q W o SLOPE PAVERS @ > , WALL rr A oc ++ o NOTE: ; 11 , SLOPE @ 1/8 PER FOOT ,..., 0 o co 1/8 PER FOOT J ,� U_ J N �+ FIN. FLOOR TO BE 18" MIN. o ¢ "6 ABOVE CROWN OF ROAD. A1.N _ N C� ac o o FLOOR I I I 4 Al. OUTLET00 Q J V m - - - - W Q LU C.) Z � 1 „ ¢ moo 14 -9 7 o O n TOLL BROTHERS P.M. TO FIELD VERIFY LOCA ON PRIOR TO POURING SLAB z PAVERS ON -� I _ _ DRAWN BY Cie w in w m = EMWALL ' _______ ' E. KESSETEBERHAN Z Z 0 C � --------- c_ N GO Q z I ------ ------- --r--i------------- / ----------------� -r cin ¢ �J Lo CHECKED BY j , ; d- M. GONZALEZ ma > I 11' W SCALE ' ~ 22X34 = SCALE AS J -,�,-- T= - - - —} - - ---T_= - - - - - - - - - - - - - - - - - < - q OTE D I I I I oo = �A`7.82) - - - - - - w cn % II I I f , I . A7.82 O -------------- 1_ �' r' �_---___._-_----_- -------------------------- -__-__ O --- - ---, -------------- ---, r-- --,- ----------------- --------------- _j ----- I -= o I I I I u \\ � I SHEET DATE I I I 1 ( � I I I I 11 --- ---------------- I - --------------- ------ ---------------� 05-02-16 per[ J i �� � rr•---------------- F- C===-J SLOPE PAVERS @ I I I L_ _ , I I SHEET REVISION INFO fiL - I I I 1 P FOOT Z m --- �'- Z00 I L_---- --- I - -� ----- --J �- -20 }, m W 34-1t�}----- - -- 13 -9 I I 2�-2" ;�r_2„ 21.911 11_71+ I ---- ----- N Lj I � N 0 J � n G w ¢ o 0 0 4 PLUMBING I 3 vsi WUJ n WALL, U.N.O. (TYP) `t' i I I ; i I , i ' i x - J w r, I , I , 1 o SET REVISION INFO a = I n _ Ic EL aC m I I I I I I I 00 or. W I I 1 I _�,� --__ 1 -1-y— 1 I L Z I I I I I I F-=----� � I FZ-+ 0 0 I t I tha cv -- - - - PA11 RS mo w = ----- I I :�- i i ; ; i i ; ONPTEMWAL _ oW z �' 251.611 ; i 41.211 I 1 i i 2'-10" ' Sr_011 / 5r_ i ; _ _ _ SHEET DESCRIPTION LU cn 1 _ L i v 4 U) W UJ O I I I lV _ }- 00 CD Z W ► I I `'�' -M ' ' -N T' \-6" PLUMBIN Q SLAB LAYOUT } Ln m ° � C� i ii i 'r' d- `� WALL Z L_ ---_ I I I > r----------------- - ----------- -------Y-e'�t r---- -- --- r--a--- --� ------a- r-II---- -------- --------------- LU - y ¢ r - 0 -d ..A% Uj0 � z HB cn +6--+ � ¢ 1 cle 'i' = z PROVIDE GAS LINE 0'-0" ELEV. 25-0 TO TANKLESS W.H. 11_011 I T.O.PAD (TYP. OF 4) PRODUCT LINE LU Z w 251_811 81_011 8 ( ATLANTIC BEACH CC 60 Uj � o HERITAGE SID = , 1-011 0+ ? o = 0 771.8„ _ DUVAL COUNTY 71-411 W Z z " 851.011 LOT/ BLOCK 0079 t 70 zoz �- - z o E TBI NUMBER 0079 Z LU B o v, MODEL W > 1A7r CAPTIVA LU w z c� W fl1 OFFICE COPY z W O I-- ELEVATION NAME ¢ w � W w COASTAL z :3r_ FE z Q z SLAB LAYOUT z �, w STEM WALL FOUNDATION f z ° Fm- SCALE: 1/4" = 1'-0" COASTAL SHEET NUMBER oma = _ NOTE: FIELD TO VERIFY ALL GAS LINE AND ADDITIONAL NOTES SCHEDULES & DETAIL = A y o ;z lv82 S HOSE BIB LOCATIONS PRIOR TO POURING SLAB CAN BE FOUND ON THE ASHEET, =� JQo � 1.Nv i- oSERIAL NUMBER 1014.0 2 UNDATION NOTES TDT��T�� E.T,�DE NDE ON THIS DRAWING ODMPLIE4 WfIH THE APPLIGBLE MINIIUM BUII,D9iG CODE IN Of a AS OF DATE OF CB"EXTION BELOW, ZAugust 11,2016 • SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTSF F @�w CONSULT W/ MAN. SPECIFICATIONS PRIOR TO 00 0 00 Fz i 0 2' POURING OR RECESSING DOOR SILLS s CIO 00 0 �?m EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT �,�. 3' AWAY FROM HOUSE 0 0 ' o0 � J PROVIDE 811X 11/211 RECESS AT SLAB 7� V 1-- AR9673 4. 0 j PERIMETER (TYP., U.N.O.) G�, 4g 0Q } 5 ALL FOOTINGS SHALL BE MINIMUM OF 12" a00000 7 BELOW GRADE RED z 'L JINDICATES DOOR OPENING EL MAN O U GONZALEZ,AIA Z AR 96730 Z p 0 W Lu ice F-- Uj � a. � CG Z m 0 W J 0 00 BE .n ~ a M Ob O W = Q W A coO z = � c A Q 0 W o W J W Z N r Oa�jO ! g $ p ¢ Z = o x Z a0o a W z ►-a A czUj '� A za O } Cf ►.a 1-4 A Z `Z cC � x 0 W = Za O cC toQo `. cC W vm cc Uj Z amp o O n DRAWN BY z Uj E. KESSETEBERHAN rf m W.W.M. PLACED IN UPPER z z 1/3 OF SLAB OR FIBERMESH CHECKED BY O a REINF. PER PLAN M. GONZALEZ 1/8" MIN. SAWCUT x 1/4 OF SCALE ce Z W SLAB THICKNESS SEE 22X34 = SCALE AS NOTED p J �- FOUNDATION PLAN FOR LOCATION ---� F- 1� inW O 0 U d LLJTM- SHEET DATE J p .. W _ ..................4 ..........._.- O cC SHEET REVISION INFO Wmce0 o wZvi SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 _ Z TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, �. (n 0 0 Z z; � mz � AS CONCRETE ALLOWS WITHOUT RAVELING W ', W rQ � � SET REVISION INFO � LU w p cn J w LLJZ � Q SAW CUT DETAIL 0. cem 1 0ocWZ Al-N) SCALE: N.T.S. ZOo � W o ' z v SHEET DESCRIPTION ;p W z Uj Uj O FOUNDATION Z9 W cece az HEDULES AND SC FRONT WALL OF GARAGE W NOTES LU aa � Uj z PROVIDE 11/2 D x 5" W Uj v� Q Q RECESS AT GARAGE DOOR _ ce Uj = z PRODUCT LINE Uj PROVIDE 4 1/2" D x 8" W RECESS ATLANTIC BEACH CC 60' o zzw SLAB RECESS - 1 1 z IN SLAB HERITAGE �p = moo 1/ . a vBRICK PAVERS W o = GAR. Uj DUVAL COUNTY W H o W FIN. FLR. GARAGE 3; W ,J a. a DOOR LOT/ BLOCK 0079 8 cn Z LL, 3 7--- SLAB z p cn — RECESS 4 TBI NUMBER 0079 _ [-__II_ o z O .a I I - MODEL o o• WALL PER z X, z W ,� Q I j _ PLAN 5H o �, - __I ;..._.... W CAPTIVA Uj Z Uj Uj Z `Z �-- ELEVATION NAME Uj z Z W p � COASTAL to °C w ce _ � D Z = z o PLAN VIEW `Z Z ~ .z Q SHEET NUMBER fi W W m 2 S ECTIO N GAR. DOOR _ a Z!V o AI.N SCALE: N.T.S `~ � � = AlvN o Z °° OFFICE COPY � aco� oo pC SERIAL NUMBER 1014.0 4 "� TO THE 8EV OF W KNOWLEDGE,THE DESIGN DEPiM ON TM DRAW,NG COMPLIES WrM THE APKICAOLE HBO"Kfflb G (� CDDE IN EffECr AS OF DATE OF CE1rr>FICATION BBAW. N August 11,2016 va t1' 4' HIGH WALL AT SERVICE OF �FtO = O SEE SHEET A5.2.82 CO)85 0 �� �- E- COURT.0 FOR DETAILS c� m a o0 111.411 741.411 �' V 1- 70 �•► -011 ,_ n ,_ " 1 n , u 7,_61 n t � �� R967 �a V 10 0 4 10 5 -9 28 -3 / 121-7Y211G# le �, O X00le le 10 10 C COMP. #1 C COMP. #2 �Sy, coots 0 B r , I RED pRG U_ A7.82 MANUEL GONZALEZ,AIA z o 12" X 12" COLUMN AR 96730 zSEE ELEVATIONS A r A I ' I = I �, w FO DETAILS o 0 0 qA `° A H B W GC W O O ........ .......................... ...................... ................................................................................................................................ .................................................................. ....... ............................ .............................................................................................................................................................................................................................. ............... ........................:..:................... ................ ..................... 1 ................ ............... FLAT SOFFIT .................................................... ................................................. ...... ......................... ............................................... .. ........................................................................................................ ............... = o- m ;-� - -- - --- -- - - -- Ln oc z J = REF. ---- ------- - --- ------ DBL. LAU N L.T. N f W I `o SPACE OVEN RYR Q TANDEM ONE o I BOX BEAM TO ------ _ ---_- SPACE 0 -0 CLG CAR GARAGE "' ----------------- uw GA KTOP i� --- = o r COLUMN O o I - 10 0 CLG. m , �,., a I WIDTH TYP. __ 331 _61 1 --_i 81.411 301-811 Q 1 i ob epprf Q Qfie I c� N W �_- p = I = GOURMET ASIS R _ WATER SOFTENER = o i 6" �,' w g ' r"1 M N I 00 r a o o w 1 M DINING ROOM w�ISPNK ' KITCHEN ) to x 10 1 LOOP 1 2 I - "' • a _ I 11 -0 CLG. ---- 8 AIR JUMPER ' �, - s o H SP z I 10 0 CLG. = TWO CAR 1 1 A Q 's' O I ao = 1 1 ° STEPS GARAGE a 1 1 s o Lj LU to �___� = I IE--U- = 4 MT 10,_4" CLG. u- r w 0 J W Z ( ch u- 'd' o I r _ ( I I o r C3 I COVERED 6,1 0 _ ,1 �- w 1 r ,' '"'' ' s 17� _ _ LANAI 8° 18,_611Im0 11 -0 41.0,1 11 8,_1011to11 z, 1 :� ra a � 10 -0 CLG. _ -- - - V M 1 CD " 34 1/2" HIGH ------------------ �'' N a o 1 N cV N 00 W I ►'-� A P U Q) Qq vcwn Q I ( o - - ---- _ -' - - -- --ROUGH ---�=' 22" X 5411 >1 1 '.� w � � I PAN r w z z ( _ I 1, ATTIC ACCESS a, 1 A W 1 N o c•i 3 .4 4-0 C G - I ,� A I 1 I r 'sad I I I oo \ % 01 2 i 1•.a C a z W 1 11,_011 I N 341.411 I 51_411 121.411 21'-10"01 I x A _ r o o cC _ ( i� N -� I X I V r 1 00 �"�"'� x G o O o 1 1 61.411 I 1r STUDY -� ,� `� a a N 1 I 12 8 11 1r •-+ r 1 w Z Q I GREA ROOM 12 0 lo'-0" CLG. I I 1 1-- © = 1 O I ( 121_4" 0 121_811 1 — U_1 1 C- p "- °' w I I COFFE ED CLG. I o w F- 1 I 0.-° I z' ----------------- CL �- - w O 'f' O o u_ - oC a I ,� I O o - o cn I - Ln DRAWN - - I _ BY I I 11411 41.811 101 Oo 231.1011 a, 1 .6/ 3,_5,1/ 3'_5"/ 131.911 12,_3,1 �,_4„ Ln • � w � I E. KESSETEBERHAN ,m – -- -- -- -- -- -- - ----- – -- 1 ,on �S% TWO-STO YHALL- 1 I I 20'-4 3 " CLG. N co o = CHECKED BY A I o N "' /dp; '� `''�� ^ I I+- —L ce I _�' M. GONZALE A7.82 = FLAT _ �, ► _LU SEE FLAT u-o _ I a- A7 2 ,. 1 O X11 - 1 ► FOYER M.T. I W .s SCALE L o z ,,, SOFFIT ,-i - % RAILING W/ SOFFIT DETAI 1 I ,- „ 1 I oc - - - - P I KET 10 0 CLG. - C S SPACE ,--1 " ONA3.NT P a 0 22X34 m SCALE ASN TED nX. 0 ,a - , n J 13 N I- o - TO REJECT 4 ► � - R &SH @ 9'-0" U.N.O. o -' a: - - - - -- - z R &SH co ,� o �-- Q �' �,, _ - - - - -- - - SPHERE - -- IN w En iv z 6 - -- I� 0u) ---- - -- - -- J - _ I r —� o = W.I.C. = d. 81.711 31.611 4, 31. 1 1r I SHEET DATE O I I cn I 101.411 CLG. I'n ® - I I I I I I_ I I 3 8 _ 11 9 I oc cn I �o I as - ^ _ 11 - COVERED E 05-02-16 o , 1 Og 1 g �, I I I A I_, I 1 .2 8 N I 1 = o r1 ( 1 ( ( LINE F 2ND A3.N '� 1 ENTRY SHEET REVISION INFO 00 Coeo z FLR. A OVE ( _ _ I I I .N PO DER RM. 7 - I I W.I.C. I 1 N 10 0 CLG. { LU zooV 11 10 0 t `a 1 10,_4,1 CLG. _ '' I "� 0'-0" C7. 0 1 I �. , o n o = 0 117'-6" o I F- 11 $ 1 1.411 N 11 81611 I I I 111 _ I Z ,_, 0 1 v_ 7. 4 0 9 r-r _ 12 1 51-411 �, OAK = 4-10 C7) - I = Y z - - - 11 _ BEDROOM 3 - 1 u_ E STAIRS � co 1 0 m m w Q� �' I MASTER �' I I 00 BEDROOM 2 �1 lo'-o" CLG. W Q o o BEDROOM s MAST R R &sH I I _ _ _ I = I 10 -0 CLG. � z = v w 10 0 10 8 O = 10 BATHR M I S REVISION INFO BE `�' "' W A I COFFERED CL 1 u' ( I 1 1 11 ' o n J o G. as 10 -0 LG. - 12 I - w z I ;� I I 1 I TEMPERED GLASS N o - - I o Q g ;.� I I SHOWER ENCLOSURE Ln N ' I I I WIC I = 11 1 1r 1, 11 0 I Ce LU z ( I 10 -0 CLG. ON TUB DECK 5 4 51-411 2 8 4-10 ,r, I ? cm ----------- --- -- --I k mow = BATH ® O o � W "' R &SH ( 10'-0" CLG. , I SHEET DESCRIPTION � I -- - � w 0 z 0 C� w O F I RST FL OOR w r A A GAS TANKLESS © D D D A ce o o I HB O) W H O) O i O) SHOWER I O ©� 0� �I PLANap a Z I r / I r r ,r r I I r u > TEMERED GLASS SHOWER SEAT @181 BOX OUT BEAM A.F.F. z = I r ENCLOSURE TO FIN. FLR. , I TO COLUMN U3 ¢ 2'-10" 9'-10" 271_611 21.81, 21_811 8'_0%" 8'-8%" 6'-11" 6'-g" 4'-0" 0' 21.611 WIDTH, TYP. W Q ao = z PRODUCT LINE LU Q 1771.8,1 71.411 z z 1 ATLANTIC BEACH CC 60ceUj ' o oLU 85'-0" HERITAGE w = p Uj DUVAL COUNTY 0 W � z B LOT/ BLOCK 0079 Zoe A7.82 TBI NUMBER 0079 o z o MODEL Uja W Q CAPTIVA ce LU w z ¢ I— ELEVATION NAME � WW � � W o COASTAL in z z FIRST FLUORPLAN OFFICE ��PY z m 11 1 r1 Q S NUMBER W SCALE: 1/4 = 1'-011 COASTAL Z _ = O O w In Jif W ADDITIONAL NOTES SCHEDULES & DETAILS _ A2.82 * " z J u- CAN BE FOUND ON THE AIN SHEET. � SERIAL NUMBER 1014.0 A • e DRAWING C Ml1TH THE APPLICABLE MINIMUM OWING () CODE DI IPFECT AS OF DATE OF ORMICATION BELOW. �--I TO THE BEST OF W KNOWLEDGE,THE DESIGN DEPICTED ON THIS C>z August 11,2016 N V W of Fro <) � sI mE Q „ Q 00 J � � V ~ R9673 v� 00'0rjo RED "r C) MANUEL GONZALEZ,AIA Z Z O AR 96730 0 � = rB w � F- Lu 0 A7,82 O W m u- J p il. p ------------------------------------------------------------------- --------------------------------I----------------------------------------------------------------------------------------------------------------------------- a, i Lu !0 ' Lu p Oif z S F— Q z o A uii ce i w 8 0 a > uj z I - J w z I I rn �* o o ; ROOF BELOW ; s c3 s i p I I ,, � p �—o Z , I to O w 545 A V � Q w a to i w z cC cc z I I A woo s ¢ w H- g I i I x p cC O I i � a a N W --� I I J I � �1 Z ¢ O�--++ � LSC F�- o I I c m ; I 51!_011 u� o cn I cC V z a o ► 18!_ 011 3'-7" 281.7n I p O ' DRAWN BY � c m I E. KESSETEBERHAN z 1 I v I ROOF BELOW - -------L----------------------- -------- ..................................:........................................................................................................................................ ................................................................................................. z CHECKED......................................................................................................................................................... ..................................................................................... ..................................... C C BY .... ......................................................................................................................................................................... .................................................................................................................................... ¢ I M. GONZALEZ WLLLj }. j �w oIL y ; _ SCALE � Zw N � � OPEN TO J I ' o FOYER BEL = ; 22X34 = SCALE AS NOTED CIO ¢ > I OW �o a q I ; ; ,��0 20!_4!! CLG. -1 - -1 - - - -- q o = - - - - - -I - - - - - - - - - - - - - - --�- - - - - —� - - - - - - - - - - - - - - - - - - - - ' - - - - - W cn A7.82 ; , A7.82 0 o 6° \�" SHEET DATE J I ! !1 I O - - ! ! n 3 -2 1 04 I 3 0 - I v 14 11 Ac cn I I _ 05-02-16 .......... . . .. . . ...... . ..... . ........................................... . ................ ... ....................... ....... 22x34 ATTIC ; N ' SHEET REVISION INFO o � I 22 X 34 ,� I � I � � ACCESS , _ LO 4 w m ATric OV ; OAK ACCESS I 1 I Ln 17 , I ► I I ► I I ► I STAIRS 0 BEDROOM 4 , Z v o ; �., 1 1 1 - - _ ►_ I I I �_ I _ _ 9'-0" CLG. ¢ � u, z 1 L _�) �'- w N � � � � 0 J f W ¢ p I I e 1 n ! 1 oo I cC c 13 -7 1 -4 :: I UJ w , C, ,H, . # LOFT DNS I I I I I I 1 ,-� , I SET REVISION INFO J = ^ I 9'-0" CLG. - I:LJ z ,--I 1 cn CID ; LINEN0. °° I c� cc w z i I 42" HIGH RAILING 15 o> 6" .H. # W/ PICKETS SPACED 2.6 19 6° ; v _ I 3 1/ 1 -7/ z w O ' 6'-0" 16'-4" TO REJECT 4" 9'-9" 4'-4" 1211 i2n 5"1'- ' W z - i _ !� i SHEET DESCRIPTION ...� w C MECH o SPHERE 6 cn w w o CD FLAT SOFFIT 1 0 14 1'-10" _ i `�' c� I Q HALL - I - —I--- - - SECOND FLOOR 16 I � 1 1! 1 1 1 n '� I I I I w STORA @ $ '0 9'-0" CLG. I >- a p I co A.F.F. 1 I ci ' cm w a _, UNFINISHED4DPLAN p ¢ o N 9-0 CLG. I *....... M ,> U , , ................................. I z S Lu � ¢ � I,0 © 0 °° BATH 3 UJ I W p o , I 91-011 CLG. I PRODUCT LINE ! n ( ! n ! ! ce c� z 9-8 171-10119-2 8 -3" ATLANTIC BEACH CC 64 oil O '~ � HERITAGE p = � 0 49!_81, !_4uJ !! w 511.0!1 DUVAL COUNTY f ui w = o I LOT B � z ~ � / LOCK 0079 Z O o , z 0 Z TBI NUMBER 0079 O Z oz a F MODEL E3 B CAPTIVA a � > A7.82 LLJ 6-4W p z Lu W W a I— ELEVATION NAME V w COASTAL z W 0 � v ccW Qw � u S . cri~ zo Z z -' z SECOND FLOG PLAN OFFICE COPY Q v, uj SHEET NUMBER W z w SCALE: 1/4" = 1'-0" COASTAL O -- 6 W ADDITIONAL NOTES SCHEDULES & DETAILS '= A3m82 zGt] V / / O O CAN BE FOUND ON THE A3.N SHEET. �- 0 pC SERIAL NUMBER 1014.0 DOOR TAG DOOR SCHEDULE � ° °CWTIC ° I DOOR CALL-OUT „">�" ">, "1„° N ~ STAIR RAILING AND August 11,2016 w TYPE SIZE REMARKS �_ .`� pF FSO GUARD RAILING NOTE: , 1, , „ �. Gi 0 1 THERMA-TRU INSULATED 3 -0 x 8-0 '< 00 c m STAIR RAILING AND STAIR GUARD RAILING SHALL BE % 01— a ; CONSTRUCTED TO WITHSTAND A CONCENTRATED LOAD OF ENTRY DOOR UPGRADED ENTRY ' o 0200 POUNDS APPLIED AT ANY POINT ALONG THE RAIL IN ANY 2 OVER HEAD GARAGE DOOR 16'-0" X 8'-0" NON-INSULATED RAISED R9673 ffi DIRECTION. IT MUST ALSO WITHSTAND A UNIFORM LOAD, STEEL PANEL - DESIGNER DOOR 00' NOT CONCURRENTLY WITH THE CONCENTRATED LOAD, F 50 �_:�:�: 00 .�-�-..�-�-=��; -�-�•.:,�- - � ��, 0 ...---....------�--:-...-----......., POUNDS PER LINEAR FOOT APPLIED ALONG THE RAIL IN ANY 1 3 POCKETED EXTERIOR SLIDING GLASS DOOR 161-011 X 81-0n TEMPERED - 4 PANELS RED --- :. : c 42" HI 0 o DIRECTION. INTERMEDIATE RAILS AND POSTS (IN-FILL ` LOFT 4 DOOR 2'-8" X 8'-0" SOLID WOOD NOT LESS THAN 1-3/8"/OR MANUEL GON2ALEZ AIA W PICKETS SPACED z o SHALL WITHSTAND A HORIZONTAL LOAD OF 200 POUND BEYOND / � �� � '� � AR 96730 E: cn F TO REJECT 4" 20 MINUTE FIRE-RATED W/SELF CLOSING HARDWARE LUAPPLIED AGAINST ANY ONE SQUARE FOOT AREA, NOT .._..._.... SPHERE 5 HOLLOW CORE POCKET DOOR 2'-6" x 8-011 _ CONCURRENTLY WITH OTHER LOADS. . : 1 is a k - :.. ...... ...... ...... ..: 6 HOLLOW CORE DOOR 21.411 X 81.011 m L__. RTOPo OF S C_0_N_D BED OOM 4 CLOSET _ 7 HOLLOW CORE DOOR 2'-6" X 8'-0" Uj �" FLOOR 8 HOLLOW CORE DOOR 2'-8" X 8'-0" _., 9 HOLLOW CORE BI-PASS DOOR 5'-0" X 8'-0" N W = , M 3 r... ~ ' 10 GLASS SHOWER DOOR 2'-0" X 6'-411 .,.� TEMPERED a = F=-- _.�........� :........... .......... 11 HOLLOW CORE DOOR (2) 21_611 X 81_011 w r...... , z = TOP 0 LANDING ACTUAL-STAIR O A � � o M'`* --_ ----------- ------- ............. RISERS TO BE 12 GLASS SHOWER BI-PASS DOOR 5'-0" X 6'-4" TEMPERED s VERIFIED BY W zo LADING 13 HOLLOW CORE DOOR (2) 2'-0" X 8'-011 N CONTRACTOR `qs o �N 1"NOSING IN THE FIELD. 14 HOLLOW CORE DOOR 2'-4" X 6'-811 + G� = o * 15 HOLLOW CORE DOOR 21-611 X 61-811 x Z Q L 0 21 RISERS @ 7 5/811 W 18 TREADS @ 10" 16 HOLLOW CORE DOOR 2'-8" X 6'-8" INSULATED �'' ° O W cc T 17 HOLLOW CORE BI-PASS DOOR 5'-0" X 6'-811o 2 LANDINGS NISH FL00 W awA Az � a t ... .. .. s .. k .. k .x ... ...............x. .......�•.......Y1 ....,�.__,.l,•:,:.l.i. <;;;:' .r':.-; :<1€":. :1:":_ sx "' . _ �..... ............ ..., .._..._..,.............�:. 18 NOT USED .(......._..I.--..., .�_,.:_.�i.._..;..1.(--.:..._.7: :..-#stl--•.:._..:tG...,.::.....G«,;..•..:i:...«t[ t E:i-_...:__:...«...._E.M.:,•': _.,. •_: :')t:... ...v.:E':Y.R'::::.).....;'...3:...... :.:II:I.�K:I.....,y...:i'i:.:'YF• / :.: :!: :._ :.:_,_i; :: .:1:.... i;f_.::_.:•"i[ ,<. ...__ft_:._W:._ .:._Tr Y:- I— 11 '�-' Z w CARRIAGE TREAD RISER -NAILER 19 HOLLOW CORE DOOR61-8" ► = Q � 2 0 Xo o 0 o THRUST BLOCK x ° p §m z J WINDOW TAG a w N o _ WINDOW SCHEDULE CST. 0 1 STAIR SECTION WINDOW CALL OUT a' oLL. SCALE: 1 " _ '- COASTAL TYPE SIZE REMARKS 0 m A3.N /4 1 0 ceIsQo z A 13052 SINGLE HUNG3,5 i/2" X 611/211 EGRESS / VINYL/ LOW E o n B 3052 SINGLE HUNG 2 35 1 2" X 61 1 2" EGRESS z O / / SS / VINYL/ LOW E DRAWN BY wce m C 3042 SINGLE HUNG 36" X 49-5/811 VINYL/ LOW E E. KESSETEBERHAN z o D FIXED GLASS 24" X 24" VINYL/ LOW E /TEMPERED o z CHECKED BY E FIXED GLASS 3211 X 16" VINYL/ LOW E M. GONZALEZ F FIXED GLASS 52 X 62„ VINYL/ LOW E SCALE ccz W m o J G 2252 SINGLE HUNG 25 1/2” X 611/2" VINYL/ LOW E 22X34 = SCALE AS NOTED tj o v = H 12230 SINGLE HUNG 25 1/2" X 35 1/2" VINYL/ LOW E W 0 0 I 3064 SINGLE HUNG 35 1/X' X 75 1/2" VINYL/ LOW E s o " 11 SHEET DATE W Z4 b J FIXED GLASS 32HX 31 VINYL/ LOW E 05-02-16 a. D o o SHEET REVISION INFO W m NSU LATION SCHEDULE --- FE (/) � cno (� m - R-VA L U E m W LOCATION TYPE co -- o U.N. . U3 a o CEILING @ LIVING AREA FIBERGLASS 38 w W :EXTERIOR WD. FRAME WALLS FIBERGLASS 19 SET REVISION INFO w Z v �_- WALLS @ LIVING AREA FIBERGLASSce 11 - g � m f zo > z c W o � Ujm SHE o �, �, ET DESCRIPTION wC] z FLOOR PLAN NOTES Z W QWz SCHEDULES, & DETAILS w -Q � z WC_7 _tZ ao = Z - No ' PRODUCT LINE oc z w ATLANTIC BEACH CC 60 o HERITAGE UU ix LU n W = DUVAL COUNTY z O w x tAZ � LOT/ BLOCK 0079 Z o z TBI NUMBER 0079 o b ;z Z W o Q MODEL cC W Q CAPTIVA Wo � � W [VZa I— ELEVATION NAME z W W 0 W a o COASTAL aW � , E _ tZ � Z'-' z Z ' w 3 ` m QQ SHEET NUMBER ,p z LU o � cc oWmW = AIN 2m- ZiZ U OFFICE COPY 00U- = V �'' ~ 0 =pC SERIAL NUMBER 1014.0 Pe OW M ELEVATION NOTES � � - ° �° °D� ZMW Ul OW7 AS OF MM OF�" TOP OF RIDGE August 11,2016 r� `V PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM METAL ROOFING 1. FACTORY INC OR EQUAL AT ALL EXTERIOR DECORATIVE OF FCO,Q y ~o ROOFING ER ELEMENTS. TYPICAL UNLESS NOTED OTHERWISE �Q'a �"° 02 CONTRA , TYP. � � a� m 2 2. FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH . l ELEVATION ' V � _ 00 . . CORAL LIGHT OR EQUAL PRE-FINISHED Aa967 o Ct q - FOAM APPLICATIONS SHALL BE INSTALLED AS PER G� 00 <v TOP OF HEEL MANUFACTURER SPECS. 0 PRE-CAST STONE APPLICATIONS, SHALL BE 'STONE CAST' FROM FRE ASG zo ... ....................................................._ ....................................... ......................._....._................................ - .................... 4. FOAM FACTORY INC. OR EQUAL, AND INSTALLED AS PER Q ..... ......................................_....... ......................_............. ...._..............I...._.. ..... ..................... MANUEL GONZALEZ,AIA Z z ... ... .... ... .. ....._ .... :........................ MANUFACTURER SPECS. AR 96730 P-4 fno . ` -� z .._.�::: ....................................................... ...�:...�...�:..�...... TRIM WORK FINISHES SHALL WRAP ALL OPENINGS EXTENDING _... _...................................__.__ ._......................._.........._. ...._......_..................._..................._... �....�::..�..:I....::.... 5' AT LEAST INTO THE UNDERSIDE OF THE OPENING uiW o ........... ..........._ .............................. ....................__...... ............... M AL ROOFING ch a. _ - _�__ m _........_. ........... ............... . . .....................__4........... ........................__.. METAL ROOFING N G ......................._..... .. _............ _........... ...._..............._........... ._.. ......_....._ _ METAL WORK IN INTERIOR AND EXTERIOR RAILINGS AND 6. o ........................... .. N APPLICATIONS TO BE FAUX WROUGHT IRON ALUMINUM 1-2 a o N H BUILDER SHOULD NOT INTERPRET THE DRAWINGS ANY +� , C4 -j w a - 2ND FIN. FLR. 7. MISDESCRIPTION SHALL BE CLARIFIED BY THE M UJ -- - ..A... ............ o o _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ TOP OF HEEL d' ARCHITECT/DESIGNER z a THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING WITH 0 5 _ - - - - - - - - - - - - - - - - - - - - -- - - - - -- - - -- -- -- -- -- N z _ � TOP OF PLATE THE SUB-CONTRACTOR/ MANUFACTURER AND THE �, w z 8. ARCHITECT/DESIGNER IN WHICH ALL ARCHITECTURAL o A jce (n -4 APPLICATIONS WILL BE COORDINATED AND APPROVED PRIOR U w 8 0 w z I - TYP. ob o � O z I I 6 = TO INSTALLATION ® $ M�� ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING HEIGHT I 5.2.8 - d- 9. d MHERS P.M. W a z o I I I �� � o �, F- ov oo V I 4 TRIM @ 6 o 0o u- I I CORNERS (TYP.) ADDIT a o lm z 0 I IONAL ELEVATION NOTES. Q a. � � z ( ( 0 1 PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" HEEL _ ...._.........._._. _ ............__...... cif � Bo >_ � I 2 - ALL HIPS TO BE MANUFACTURED WITH A 1 1 2" OFFEST AT CORNERS z W I _ _ ____ _______ _____ _ ____ _____ FINISH FLOOR / a 04 A ..-� 3 - ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN x o O r o 0 a W ,L J ADDITIONAL 1/2 DROP N o 0 3 w 1 5 5.2.8 7 ENCLOSURE kicem 5.2.8 5.2.8 5.2.8 N METAL ROOFING TYP. c OV z 0 cl 0 Z w DRAWN BY vce w E. KESSETEBERHAN m ' z z CHECKED BY ce M. GONZALEZ = a � o >- LEVATIONSCALE Z W FRONT ' o J SCALE: 1/4" _ '-0" COASTAL 22X34 = SCALE AS NOTED owc=i� _ o o SHEET DATE METAL ROOFING 05-02-16 in o ° SHEET REVISION INF ce 0 I 0 =ui 03 8 ROOFING PER Z LU o (n CONTRACT, TYP. a z TOP OF HEEL ui Uzi 0 J a-+ z i o w '-4 _ .....__ ....-..... SET REVISION INFO o (n J w TYP. _ .............. .................._..__.............. 11JZU �_-- ' � tt') ..............._ r..'_....... p[ ---- .......... z O > j ~ w z �' SHEET DESCRIPTION D2: UA � W 0 FRONT & SIDE z W �- c w M z ELEVATIONS o a > o - - - - -- -- -- - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - -- - - - - - - - - - - -- -- -- -- - - TOPS E EL Q o N TOP OF PLATE - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -- -- -- - - -- - - - - - - - - z = cwA � � a W o v, o _ _ I PRODUCT LINE u' z I ........................................................ �................................ s ATLANTIC BEACH CC 60 Z W o HERITAGE LUz - o I ....--......................................................__._......... ................._ ' �--- = o = c c I I<< I o t cn u, l-- DUVAL COUNTY z o = o .--.--................................--- --._._...........-.____.._.........................................1..... I LOT/ BLOCK 0079 4 _.__----._............................�..___._........_ ---._._.................... ............ �. Zooms 5.2.8 �.._ z z I TBI NUMBER 0079 _ - --- - o o � FINISH FLOOR ___-- ..__..___. . . _.........................{._. I FINISH FLOOR MODEL Z Ig i777777 ce CAPTIVA Z a W � w 0 Z " `------ ---------- ---------� w w z ¢ 4 TRIM CORNERS F-- ELEVATION NAME f� zo @ A/C 9 3 7 W UJ o (TYP,) ENCLOSURE 5 1 COASTAL cn oc ui 5.2.8 5.2.8 5.2.8 5.2.8 - 5.2.8 I aW � � u' ~ zo c _ '-' z v� m 'Q SHEET NUMBER W W I— = RIGHT LEVATION o �— am w m w SCALE: 1/4" _ '-0" COASTAL _ A5.82 z OFFICE COP .� O o U- SERIAL NUMBER 1014.0 QVI- O NOTE: FBCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO BE �►ww `mm� 04 M ROOF VENT CALCULATION � �st11 G w. P? um c M CALCULATED AT 1/300 PROVIDED THAT 40-50% OF THE REQUIRED August 11,2015 �Y N vi METAL ROOFING VENTILATION IS PROVIDED BY ROOF VENTILATORS LOCATED WITHIN 3'-0" �w ROOFING PER OF THE RIDGE OR HIGH POINT(UNLESS CONFLICTS EXISTS) MEASURED TTIC AREA (TOTAL UNDER ROOF) _ 3771 •<<G OE F4 _ CONTRACT, TYP. VERTICALLY, AND THE BALANCE OF THE REQUIRED VENTILATION BY EAVE P� � QU OR CORNICE VENTS. IVIDE BY CODE REQUIREMENT 300 E co MIN. NET FREE VENTILATING �'1� a J TOP OF HEEL 12.5700 00 AREA REQUIRED �° 967 METAL ROOFING ........... ... ............................... ....... ... ................. ...... _. �� .................................... _....._. ..................._.........._......................_. ......................................._....... \ _ _ R ASG �Z WO ..............`.\..........._.............................................................................................................._......._..........................._ MANUEL GON� AIA zz METAL ROOFING _\.........................._............................._._.............._..............................................._............._ AR 96730 'acou, u, zcn - . ........................................................._................................... --- — ------- LU � � .......................I.._......................... - aw. coc FLASHING AS # Q , O W J 2 REQUIRED ; oc z . .,............................................................................ ...... 1 WL2.J1 ............... ..................- o 2ND FIN. FLR. M. � zEno o w a -- - - -- - - -- -- -- -- - - - - - - - - - - - - - - - - - - TOP OF HEEL �' M UJ = m TOP OF PLATE -- - - - - - - - - '-' .1 !'! `"a � =ui W 0O = w Q Z I �ol TY J W Z S i' ? o E 00 _I I _ \\ i o i -------------- ----------------- ----------------- --------------- ------------------------ --- i to p ( \ / _ O f.................... CIO ..............._.._ � x h = o oo i \\ oo O \ O Utz a A a CCW .... ........._ / \ Q f..._............... % �\ W ..........................................................._........................ .......... W / \ j Z a W Cc z _. I i \\ A A ri a (n FIN.FLR. __...........:::: ' \ FIN. FLR. ! :1 p a A U.j 0 � ; W � z ¢ _ -- � o � A/C 4 TRI @CORNERS - 1 5 7 - o ENCLOSURE (TYP.) } a o w 5.2.8 S.2.8 TYP. 5.2.8 o a, lycem : Z ---------------------------_____ -_____-------- -- ----------------------------___---------- ------------------------------ - ce a z O w DRAWN BY a �; E. KESSETEBERHAN }_ o�o CHECKED z BY Q ROOF SLOPE PLAN . N.O. M. GONZALEZ °� �� � �� SLOPE. 6.12 U. LU SCALE. 1/8 = 1 -0 COASTAL SCALE Ce a � 22X34 - - SCALE AS NOTED o REAR ELEVA-TION PROVIDE RIDGE VENTS, TOLL BROTHERS P.M. TO LU c=n SCALE: 1/4" = 1'-0" COASTAL VERIFY LOCATIONS Q Ln SHEET DATE o CC ROOFING PER d O CONTRACT, TYP. 05-02-16 a o METAL ROOFING o ce - SHEET REVISION INFO O Z __- ui i-- WZ � Z W 0 Z >co o - - - -- - - - - - - - - - - - - - - -- - - -- -- - - -- - - - - - - - - - - -- - - TOP OF HEEL Z = 0 w SET REVISION INFO w(n _j '-4' :::::: LU In _ "Q o- ce on TYP ......... SH v c=n - - ................. EET DESCRIPTION o W METAL ROOFING _ W o(In ED ......... REAR & SIDE FE z � E :�::::... FLASHING Z ELEVATIONS, & ROOF LU C:) U.1 vi¢ - - - - - - - -- -- - - -- -- - - - -- -- - - - - - - -- - - -- - - - - 2ND FIN. FLR. ���- �� SLOPE PLAN � z TOP OF HEEL - -- - - - - - - - - -- -- - - - - - -ce -- - LU `�' = z OP OF PLAT - - - - - - - - - - -- - - -- - - - - - - - -- -- - PRODUCT LINE - a. pv� 0 W ce< z '-4' .............................................. .......................... ATLANTIC BEACH CC 60' O W Z W _..........._.......... ...................... .......................... HERITAGE oTYP ..................................................._............ �..................._._ = 0 W - ---- .. .. .� DUVAL COUNTY .......... . .................. zO = � o o a w = Cc _ __ ___.._._.__._ �_ _ LOT/ BLOCK 0079 U_ ......._............_.........................._. l .............................1V. TBI NUMBER 0079 ZO � � o o _ ...__.....................................0:::�:.........__ ry 0...._.. MODEL .................._.................................._I- �... ................................................... . ... ...._ c¢n 0 z a FINISH FLOOR FINISH FL00 CAPTIVA z a' W 0 OFFICE SOP ELEVATION ON NAME LLJUj w z o LL.! 0 COASTAL �, w 4 TRIM @ CORNERS 7 5 1 _ � � (TYP.) 3 p ADDITIONAL ELEVATION NOTES. = zo 5.2.8 5.2.8 '.2.8 TYP. 5.2.8 Z _ w 1 - PRE-ENGIIERED TRUSSES TO BE MANUFACTURED WITH 7" HEEL Q SHEET NUMBER co -?2 o6 = `n LEFT ELEVATION 2 - ALL HIPS TO BE MANUFACTURED WITH A 11/2" OFFEST AT CORNERS o = ~ °C " _ '- COASTAL 3 - ALL GABLE(END TRUSSES TO BE MANUFACTURED WITH = A5mlm82 p w m v SCALE. 1/4 1 0 �� TH AN oo � ADDITIONAL 1/2 DROP v E-- o p� SERIAL NUMBER 1014.0 TO THE BEST OF MY K MERGE,THE DESIGN DEP W ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTLFICATION BELOW. �c v SHEATHING �-+ z INSULATION AS August 11,2016 N ROOFING PER ROOF PER CONTRACT CONTRACT, ON 2) REQUIRED WATER-RESISTIVE F F �� LU BARRIER 4 ��� , „ 7/16" SHEATHING �wao0 l � ; = 0 1-4 i � STUD 2X6 W/ 2 ROUND >- -� VENT @ 24" O.C. JOINT FLASHING 0 0 AS REQUIRED 3/8 CEMENTITIOUS / /�. G�, � � �w / SOFFIT c-' NAIL PER S 0000 OOc ;_ MANUFACTURER RED p�G r z U_ 1X4 FASCIA METAL DRIP SPECIFICATIONS O � MANUEL GONZALEZ,AIA Z / AR 96730 z 0 -' LAP SIDING Z` r OCn "' I N 1X4 FASCIA W ice , n CONCRETE (A a0 2X6 RAFTER __ _ FOUNDATION 1 -4 WALL PER 01 ' w J I 2X6 RAFTER TAIL @ 11-411 PLAN f ... t r SIDING 241, O.C. LU " ROUND VENTOVERHANG ............2X6 W/ 3x2 RAFTER TAILS w W = m 24" O.C.. , N M @ 24" O.C. r-a aCOVE 11/2n f; F STARTER '�" ►-� W1A I z _ SIDING PER `:w __ _............... i ............._ --_-__-_. ........... _____ STRIP ' 4" TRIM @ CORNERS z ELEVATIONTYP. A s is t ( ) w o Wce U) STRUCTURAL POST J W Z 0 � � w o 1X6 BASE W/ QUARTER I Ir3'�LAP .. W a z ROUND EDGE 2" 2 EAVE DETAIL DETAIL x z I SCALE 1"=1-0' SCALE 1/2"=1-0" Q., 0 O LU 5.2.8 5.2,$ .4 A v (n ¢ I ( n B w w o 0 0 FINISH S z � acn A A W � Q zw " _ ¢ ............: :............. : x 0 O � :............ :.........._ F-- ce 0-4 .... a Q € _ N .... 21_4M W :-.........- 11 = 0 Co oc ............ ty ... M 15 i s............: i ....._.....i ;... 9.2 LL _._..... ._......_., 1 .:::::::. aa I -:.::: :.;::::::.:: ..... 1 :.:::.:: ...... �. oC _ ( _ - 5.2.81 ' €...........-iii............: O J ..; : l ..... ss N O :.._:.: :....:...:.. : ::....._... : : _ C- m ....._; ........_.. _.._...... ...... M - _ oc I . . .I: . g �' Uj 0 cA ; .__ i ... - 1 rn M :__ Q zo BRICK PAVERS . . o O ::,:.:.:::._. :.:.:.:::........:: . ::::I ..:.:.:.:;:...' DRAWN BY Z w : ............ .........-.. . �: _ _ E. KESSETEBERHAN z m 01 FOOTING 1 n I '71z 2/ �5 N �- CHECKED BY O Q (PER STRUCTURAL) :,� . �+ I An M. GONZALEZ o� SCALE • z w 22X34 = SCALE AS NOTED co ¢ J ,.. it 4, 51, JY2 1 , f 1 FRONT,-& REAR OL N D \ �= ALE 3/4 =1_011 `"' S'-0" �- � `� �.2.8sc 1 SHEET DATE o O � 1/I 3/ d O 2 PLAN VIEW 05-02-16 GC � �j 1 n CL o 5/ SHEET REVISION INFO 0 ce <�' ce 0 r9]i Uj o c� -- -- __________ 2x MOUNTING 9.1 5.2.81 TRIM USED AT 5.2.81 "TRIM 4"x4" "TRIM w Z _ ---- & LAP A cn O c� 1X6 HEAD POST WUj Z Z SHAKE ............_... ----- SIDING W ¢ 0 ............ ........_.................................................. SET REVISION INFO ..._.____-__ 6 BRA ET D E A ........... ............. o o _ _ � � _jW - - __- _ - - - C IL M CO M O O z v __ _ 5.2.H SCALE 11.011 _ '� �.... . ... ................................................................ .+. .... M a ce m Z o > _....................... _ 1X4 CASING POST O ,� 4"x4" = O _, _ 4 TRI sitLU X:O _ w z 4 TRIM A SHEET DESCRIPTION Q � w � Ln UjW o ______-. _.- EXTERIOR ELEVATION zW s � � � o ............................... 9 SERVICE CENTERDETAIL DETAILS ce¢ w Z 2°_1 0U.J „ C) 5.2.8 SCALE1 - - tW. � J ¢ .............................................................__ , .�..- FLASHING LU u = z �, PRODUCT LINE o- o cn 0 1 X 2 CAP _........................_.............._......._ui 577 ATLANTIC BEACH CC 60' oc ui z z FIN. FLR. HERITAGE F•1 ............................................................._.. — — — — — N ui ” ° UjDUVAL COUNTY .. t n H , ................._._..._............................_....... SHINGLE 7 LOT/ BLOCK 0079 1 X 6 TRIM 1"x4"TRIM SIDING Z o o ..-....................................................._.. - - 5/4 SILL 2„x4„ TBI NUMBER 0079 z o 1 X BLOCKING 1/2”SHEATHING ' <: ` 4°x4"wooD 0 MODEL ¢ o u, �: CAULK AS POST " CAPTIVA -- ,.: a W < ...... ...................._ _..............._....... x CAP ABOVE, ..............................................._....- .............._...................................................-_.........................................._............._...................._._._. --------.-.................. ------- 1X6 APRON INT. EXT. ELEVATION NAME w r z a W ____--_____ _.__� _ _____.01 U 2"x4° COASTAL 1"'� W U_ z Uj 0 a � o A OC ui = z o OFFICE COPYQ_ SHEET NUMBER o � z W 3: ce m c � 7 8USED 9.1SERVICE NTER DETAIL ��'�9.2 ERIE ENTER DETA L z A5.2.82 W m W s WIN B NDIN DETAIL T ITI N DE IL N11 , t1 11 , v� z _j U SCALE 1"=1'-011 SCALE 1"=1'-0" SCALE 1/2 =1-05.2.$ SCALE 1/2 =. 5, $ SCALE 1/2 =1-0 ll oo � 5.2.8 5.2.8 5.2.8 SERIAL NUMBER 1014.0 a U 1- 0 ow WW COMM WM M NWaeW MMW est WG M h1E BrSr of W�u+orr�,DW MR=on has - SEE SHEET A3.N FOR RADIANT BARRIER c�MIN a"rASOFIMnOFca��nONWM. �f 4 V August 11,2016 N ,? INSULATION SCHEDULE f` cn .�� OF Fto 1 Q` 0 0 �•� W } 0 O RADIANT BARRIER F? T. ce 'k ix f'2"x Y Z Y f Z f k"x Y'k x;(X Z"x f,k..f�Y.,yk.x.f k.x f i.x x r.A x'fvZ•� £J co xt'txxt.nx /,.,xx.s,„Y�r/,ksr,axr,.xwf„� mm3 ce :{.X.X.+.�.X.k.+(.X.k.a..x.X.k.a.{.X.k.+..X .d.X.ti..,..X.k..>.X.X.=. X.k+-a.X.k.+..X.k.•.k.X.X.+.X.Xk.+..x.X.k x.Xk.+ x Y ..r.Yy.t, f,{. ,,.i ..t, O O � AR967 00 t. ATTIC AREA r RED ASG Kms. r., U- PRE-ENGINEERED TRUSSES : MANUEL GONZALEZ,AIA z z DESIGNED BY TRUSS` BEDROOM 4 AR 96730 o COFFER CLG. } MANUFACTURER _ z n w K BEYOND ._x W ~ ------ "- -------------------- ------------ '` W p/ <,tiXXX;;Z x;? ;, f�;!',:,'x'xXXX' t !+!MCI ;!l�z!k+�lF ,?aE !n!� !A+S !°q�v9E!+!lyc 4�� a+� !e �`�'9Ci�E :, !'!x!Tf? ':'RX' "PA'9`91F!° �C�"Y i'!F�ft, �X�ytxX2x{X v Y�xXxx.xx}::`• �� pZ (=jJw, LL- p LU n ........................................................... 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GONZALEZ W w _ SCALE CL oOCZW 22X34 = SCALE AS NOTED m ¢ > wcn �. p in SHEET DATE o 0 05-02-16 R in � PRE-ENGINEERED TRUSSES SHEET REVISION INFO 0 0- 09 DESIGNED BY TRUSS a o z MANUFACTURER --- UJ m RADIANT BARRIER ,.. :.. , v (/� iXx`xXXx'xY,Xxf,X'x'fXaxxxx'Y,Xxx xXxrX� ,,rxa r As..�x., Axf, }x yntx� tx.r..z Z = � 2p _ ............................................_............ - CoLZ � n J . _ SET REVISION INF o u ....... o ATTIC : :" O WUj AREA IN K3 o o > i LOFT = TRUSSES - E ' Wz (� !— ...... ce CL ce m SEE SHEET A3.N FOR _ _.:: CD oC W € p > INSULATION SCHEDULE (n O SHEET DESCRIPTION W ; s i E E W V} W o z BUILDING SECTIONS wO V - xxnxxftx;Zxxfixx,�cx �cx �nr zxl,X k z W cc 0- z C� ¢ WOW ->¢ z W M J z ! , i ¢ € PRODUCT LINE W GREAT .. . W o o GOURMET t ATLANTIC BEACH CC 60' r KITCHEN ROOM i BEDROOM 2 cc z W � • HERITAGE 0 ' ~ ' DUVAL COUNTY 0W l W � - LOT/ BLOCK 0079 UJ UJ O = tJ) i Z W Z p z - TBI N B - UM ER 0079 (A .:. _._:........ .... ......_. ...... .:..._:..:..::,... .....:, .::i::::,: ....:� i::.:is '..:r..: i .wary+ ::Y::..• .`A a. .. .> F .. r , ... .... ...... ........ .......1•.... ..,t...... ...9....:,.... .r-s.2'r:.�_.YE3tY..,:..:-ir ^.Fi_, ._.......... .. .> a � ._.. !!., .. 1... ,. .. _.,._a.�_.._... ...<.._.....,.z. .s.. -ter :�.... . y 1 ,. .• �1_. .. _...... .......... ....... .» ...........a........:. . .<.. ..: _.,t>....Y;"....,..... r.-:!;€•w.:�.•- ;::-, .......E........... .� - __ .l._..a t .. ......w _.�.. .... a <. -� ,. .: .�Rr-..<;: to .. _. ._... ..�_L� _. .....,. - ..>. . .,-.-._.> .. .....::.....r-:.....;,,: ., ..._.,:_.:_,..... ..�.__.,_.._._.....__:._..r--. .::__:;t_:::__::r- ::�€-:::_T�_:::--:,:_:,-.�:._,:__:':--Vii:=.:E-:€•-i :.:.,:...: z :�.�:.��.::# x MODEL p ZW � �. CAPTIVA �. ` .....::.Y'>r,E>_: �/� BINETRY &APPLIANCES O - _ cc ,. :' tom:. - _ CE ONLY =.... W ¢ .f...< F �:�`>. _ ARE FOR REFERENCE #rix:..;'(Y i�� ( '.. kUj I— ELEVATION NAME ::: i .::_ Z W W o COASTAL W _LU z ¢ SHEET NUMBER w � UJ ceco _ QZ = � o ,... I— cn O = A7.82 W , WSECTION 0 � COPYWm B BUILDING c� o z _j � COASTAL 0 O o U- A7,82 SCALE: 1/4" = 1'-0" ¢ � � o p� SERIAL NUMBER 1014.0 E Tn 7HE BST OF MY KNDWLEDGE,THE DESIGN DEPICiID ON THIS DRAWING ODMK ES WITH THE APPLICABLE MINIMUM BUILDING V CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. CD August 11,2016 LN ' F F p z 0 00 O/� •� F— _ Q` aLU a� ria � 0 co m oo70 y ^i00 R9673 Z U_ 00.00 0 Q RED A� MANUEL GONZALEZ,AIA t-y 0 z M Qcn A/C COMP. #1 A/C COMP. #2 AR 96730 Z cn W LU cA °Co � 5- cC Q W m W JA 11 O - - - - - - - - - -- - .................................................................................._. r .............._............... .......... ... .. 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ED I ICIO x �-- _ ® i I GARAGE aoO i HALL wo ¢ �-- W € r_ o I I ........... • � V >- I ...... ►..� �i WAIN z z W ,... -- -.------ o0o W �- COVERED I I J I I o a I I LANAI Lnc ; o I I ii I I ; PANTRY i crow oc W o I I ® STUDY i o Q i I I GREAT ROOM i DRAWN BY W ` II .......: II 1 Uj E. KESSETEBERHAN m II z o I I ' i:. CHECKED BY z .........................................................._........................................................ ... ......... ... ........................................................... ; a I I I // M. GONZALEZ ce = W � I I F- CL n ..... .......... .......... _._..... ._....... .......... .......... ..._..... _........ ......... ......... ......... ......... ......... ........® ........ .......... .......... ......... .......... ..._..... .......... ......... .......... ........ ......_ _........ ._...... .._..._ ......... / / I I SCALE pi ca a -' 2X34 SCALE AS NOTED �. Q / HALL FOYER COVERED :: oo = r - - - - - �.......... / ENTRY U- ........................................................ r ; : I I . cn r,. 0 J......_...._........................................._.. _............................_-..___........_............_..._.................. .... .. ..................................._............................._..................................................................................................................................................................................._........................................_............._................... .. _.....�. � ET DATE .......................................__...................._-.................. .......................... ......................_..................................................................._...._.........._.... .......__._.._.............................................................._................... 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CAPTIVA za- � > W00 >- W � z a I-- ELEVATION NAME Z W W O W a o COASTAL W OFFICE . -= � � = COPY zz FIRST FLOOR DI [TUSER LAYOUT 10-4 W Q SHEET NUMBER W UUj °° SCALE: = 1'-0" COASTAL ..o = ."T , DIFFUSER LEGEND �-- A 2 6 co coW = M1 .82 Z ® SUPPLY m RETURN ® EXHAUST FAN c� Z J U 0 0 0 FOR REFERENCE ONLY f p[ SERIAL NUMBER 1014.0 x: - — -- - TO THE�o�G+SrF7KNOWLLE7�GE,,pry��/K�i.�.GN Y�GIMa 1LM�1��WD ON 17 Mi DRWING COMM WIIN IIID APPLICABLE PIMA I N BUILDING V CODE IN EFFECT AS OF DATE OF CERTMTMN BELOW. August 11,2016 SOF F( t� O �'� ° cC E �4 ce. m 0 ate. J 00 'o Cn 0 9673 a w }` ED �G z U- 0--4 O 0 Z MANUEL GONZALEZ,AIA Z O AR 96730 p •-� W Uj Ace UJ ii Cie c W J O ILJC> ., J W Q W = � h co M W �' p w w 1�r�r a o � WIn 0 a adz A o ° s W � w o t J W Z z O O tS 8 aj p 4 O� z CA LU wap a+ p UJUM O w U.1 ce Z A Z A a z ZLU ►-� A p Opwp a a e J Z ,Q p cC o o a m ceo Z OC V a. _.._......._................._.............._...................................._.............._....... _...._................_...................................................................................................._......................................................... 0 0 DRAWN BY ce ce Z w y.. ,... w ® ® E. KESSETEBERHAN co I O Z � CHECKED BY j I ' `� ; M. GONZALEZ UJ M.OPEN TO f FOYER BELOW s� i..:;. 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LU U) W WZ (� H � � cn � i II cC co __.. Z MECH i I BATH 3 I ,"z., o > i I I HALL r � � w � � STORAGE Z " : ;=`:: u SHEET DESCRIPTION o LU W (� UNFINISHE . ...... ............_. _ - ---- - --- -. ___ .. __ __._ _�___ .:.._____._.__._ ..................x..:f ........._..._x., . Uj Z W ....�., .... � . iSECOND FLOOR W w DIFFUSER LAYOUT in UJ (n a o (D -jz LU W Q OCA = Z a� 0 v, O PRODUCT LINE � vim' Z ATLANTIC BEACH CC 60' u`� z �u °� HERITAGE W UJ DUVAL COUNTY z O W LU f=- ce LOT/ BLOCK 0079 g z o z TBI NUMBER 0079 ouzo w O Q MODEL k cC CAPTIVA a � j ELE TR MTHEOWFWrMr�,,HE�GN��ON,r C I CAL LEGEND DRAWING COMM WITH THE �UZ.+ August 11,2016 CODE IN EFFECT AS of DATE OF ►non ems. `. N d) SINGLE RECEPTACLE W DUPLEX RECEPTACLE OFFS i = o ® 240V RECEPTACLE m SWITCHED RECEPTACLE 0 20 R o o DUPLEX RECEPTACLE (220 VOLT) 7 �j �-- A/C COMP. #1 A/C COMP. AR960 _#2 SINGLE FLOOR RECEPTACLE ( ] 00 CE ACLE 0 L 00 00 { [ ] DUPLEX FLOOR RECEPTACLE UNDER Wp ] SWITCHED FLOOR RECEPTACLE MANUEL GONZALEZ,AIA o FOR HOOD CABINETGFI E.M. Z zo VENT LAIGHTING ----------- ---- -------_ ._ �.(, HB FOR IRRIGATION QUADRAPLEX FLOOR RECEPTACLE AR 96730 ..............................._.............. ....................._......._.._.............................................................................................................................................................._......... ....................................................._. _...........................................................................................................__........................................................ ............._......................................... .............._....................SIJ]........... lip Eq. �A r ...................._........_........._..............._..._............_._... ......... __...._............._._. P x I - - - -- - r -- TANDEM ONE SURFACE MOUNTED J6/4EMPTY CONDUIT-TO 2 GFI GROUND FAULT INTERRUPTER ., w L .. GFI ANG J BOX W/ BLANK GFI REF. ' ' W I 6fI -G ;, r I ' tt GAS D, LAUNDR WP ELECTRICAL PANEL PLATE I WP WEATHERPROOF GROUND m a SPACE .. CAR G _ --- - GA ..... W.�..... ................. .ac z I �� GE _; - EP ELECTRIC PANEL • 3 i J DINING ROOMLU - ___ GFI ----- WP �, o F-- - - - �_�' GAS COOKTOP �-1-" ,_., _ -, _:::� ... _ _---_ �� �� VP VAPOR PROOF W i -- GOU R ET - _ \. 3 z I -i' U C FOR DISP _KIT HEN \ W :; :: ::`` RECESS INCAND. ` ® (EYEBALL) FIXTURE M ' W = I� -----� U C FOR D.W. / ..a. � I�' .........................._...._........::-M-:..::.::.::::::.::::.:::::::: : :::: ..._.__._._.._..._.._._......_............. �'( �. ..._......_....._....._.........................J v SINGLE FLOOD - WALL MOUNTED rn _ W I / .._.....; ,\ }: K G.D.O. 0 0 = ``'�\, + ;; i' �, \� DOUBLE FLOOD - WALL MOUNTED .t_ \ Q � z I - ,�\ �\. FI - - A s J ( � \ \ I �� MIN. 6 ABV. �j SINGLE FLOOD SOFFIT MOUNTED �, WHO / \ \ TWO CAR \ U woo cc I .--I�f' ,� ' \. '\� \. \ I DOOR F0ob GARAGE _....................................... .................... ......... I � DOUBLE FLOOD - SOFFIT MOUNTED SECURITY.SYSTEM g _ o ' COVERED ...._................. / ...................... ...........................................,. HANGING / PENDANT - CEILING HUNG \ \ PROVIDE PENDANT LIGHT --- - E o a z I LANAI I I \ \, \ \, \, �- -- INCANDESCENT FIXTURE - CEILING o PRE-WIRE. VERIFY LOCATION W TOLL BROTHERS�P.M. __—__ ► MOUNTED/ _ a o O it \ l - � A INCANDESCENT FIXTURE WALL MOUNTED A o fie RECESSED HIGH HAT `� z W � � _tea � oc z I I I `� ' �. STUDY 24 A A - "' o I _ t I I ? 1 \, \ \ ( �---� 2 FT UNDER CABINET FLUOR. FIXTURE a ,� s 3- 141-311 7 -11 G.D.O �-� 3 FT UNDER CABINET FLUOR. FIXTURE x A Ui tp Q W I I F D ERI FIN LOCATION \ I i i 48 x o �/TOtL BRbiI E P.M. \ \ / - f--� 4 FT UNDER CABINET FLUOR. FIXT. ........__._. _ --- - _ I NTR / �, :; _ URE C) O p / I �••1 N W � I / / I E J _--- \ j` , I STRIP LIGHT w z f FLOOR = o ¢ I , ; I ` 00 0 12X24 FLUOR. FIXTURE L cc �-,/ OUTL \ \ ATTIC ACCESS W/ ..... GREAT o zoo �\ \, � ......_ LIGHT &SWITCH I O 12X36 FLUOR. FIXTURE C>3: o W i ,�/ �- � r-o� \ / ��. ,,. \• � O 12X48 FLUOR. FIXTURE ROOM \ ._ .... .................... ......... .. ....................... ..........,......... .. / 24X48 FLUOR. 1� o FIXTURE U2 0 \ �� W h ce EXHAUST FAN -- in 0 .. l --------- _ _... .......... _...... \ \ I I DRAWN BY IT 0 UJ / I o EXHAUST FAN W LIGHT 14. Ciecc I p \ o w o ' ' / / - ,/ I I / E. KESSETEBERHAN W _ °C� _ _-- --- / I I 'M' ELECTRIC CO. METER co zo ( ...........r - - - - - �.............__.. ......._ .......... ......... ......... .......... ..�.._..___..___.__......_.._. __-----......... ..._..... .......... ...._.... .......... .......... .......... __,. o ._ .... / I I ! -- CHECKED BY o z WP o �\ / HALL I I CO. METERcn Q I GFI t- M. GONZALEZ cc I a. /' cc / ,.__ CARBON MONOXIDE w \ ; ? • ® SMOKE DETECTOR/ CARBON _ ._.._.........__............................................ \,�. SD/CO �/ �' ... - _ E: DETECTOR SCALE �- �............................................................................................................................ ...... ...............................: f �� I-I .__ DOQ ELL E o TV f W — — i ; , is Z cc - - - - - -- ,. .._- - - - - - - - - - :................................................. - - - SD SMOKE DETECTOR i ..............: 22X34 SCALE AS NOTED R E r' `�E ......._................... _...._ SD .._. W.I.C. r. - . f CHf R Q ---�- SD T. } s E. W cn 1 S - - 0 �� �► i O � 3 WAY SWITCH 4 WAY SWITCH SHEET DATE FI I - - �- DIMMER SWITCH 05-02-16 W i __...........1 L................ MASTER _ a o - ��__ _ i" \ 4 PUSHBUTTON G7 cc °� / ,/ ; BATHROOM �- -/ ;\ i' SHEET REVISION INFO cc o / / - I \ 4 DISCONNECT SWITCH >- JUNC'TION BOX --- w o \ I E / / , i I \ , \ POWDER o cn - J \ CSI / - TV JACK ifl z �, I I RM 1 _ {n O 'r _.........................._.......... - - (--' - i i t; : i t i NE JACK PREWIRE ONLY : - m z MASTER \ oP-r . ................. _......_......_...._........................_..._........................ k d � BEDROOM PHOTOCELL SOFFIT MOUNT 0 J H € € {{€ _•.. BEDROOM WQoo / 2 ■ I ,. / • GFf 4t i z = f t W :. GFI y::...:..::...::::::::::w....... GFI i ...........................:.................._...........__......_............._......._.._........._..._'';.,..............._..' `.,....._,� _ _ - ,y.__...r''�+ PHOTOCELL WALL MOUNT SET REVISION INFO W ti ..1 W _.........................................._... ...................... D - _.... ELECTRICAL PANEL Z SP OPT. _J/ $� BATH 2 SPEAKER WIRE FROM TOP OF WALL a. � m yP. WIC �w I W E. 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SMART BOX, SHEET DESCRIPTION m w cn :: - F COMMUNICATIONS BOX, MEDIA BOX HOME _ 03 Uj o HB DIRECTORY) FIRST FLOOR GAS TAN KLESS OKIINTERCOMo W/HELECTRICAL LAYOUT o a W o FOR REFERENCE ONLY W > V WC_� JZ W � Q Q } a o Z PRODUCT LINE LU co'-n ATLANTIC BEACH CC 60' cc yj m oHERITAGE cQ3 o = DUVAL COUNTY LU �- a' z o = o LOT BLOCK 0079 Z H U_ Z o z TBI NUMBER 0079 ob 0 z W 0 MODEL oZ CAPTIVA i-- a W ¢ W L� 0 Z WCzZ 'd I— ELEVATION NAME z � LL, o W COASTAL � a cn En Q = :�: � 0 L3 12 f 3 z 0 Uj SHEET NUMBER W = W m IRST FLOOR ELECTRICAL LAYOUTC> _ o CALE: 1/4" = 1'-011 COASTAL ~ = E1 .82 oW °° W OFFICE C (D U „ Z J aD Joon_ i�l Q U f- O SERIAL NUMBER 1014.0 G 1 - ELECTRICAL LEGEND OF W THE�►i� �A �MUM"BU� i 000e IN EITEcr as of oar OF CElfflWTION eEow. August 11,2016 z SINGLE RECEPTACLE I CDVZ ~ DUPLEX RECEPTACLE OF Ft4 Cj{� G00 240V RECEPTACLE �,�Q'� 0 4?y► - i o SWITCHED RECEPTACLE 00 `S ; m DUPLEX RECEPTACLE (220 VOLT) > J a �� AR9673 OR SINGLE FLOOR RECEPTACLE �V 000 000 7 [ DUPLEX FLOOR RECEPTACLE V RED A�G� Z LL- FO SWITCHED FLOOR RECEPTACLE 0 ! MANUEL GONZALE2,AIA QUADRAPLEX FLOOR RECEPTACLE AR 96730 z0 .. G F I GROUND FAULT INTERRUPTER W P WEATHERPROOF GROUND Ate = __ F- ' En m EP ELECTRIC PANEL 0 , 0 `�' + VP VAPOR PROOF I u. W R00 ® RECESS INCAND. (EYEBALL) FIXTURE o � z SINGLE FLOOD - WALL MOUNTED ►.a $ UJ = �C cd a ■ 'ail o ' � ^ a , ,A ; DOUBLE FLOOD - WALL MOUNTED �' H L.0 ■ o o = ; ROOF BELOW o A znt I- SINGLE FLOOD - SOFFIT MOUNTED w 00 00 z 8 W � 0 DOUBLE FLOOD - SOFFIT MOUNTED c s o W 0 - - HANGING / PENDANT - CEILING HUNG ' } W ! �` ® ■ ajo o INCANDESCENT FIXTURE - CEILING x z W Q z MOUNTED a o 0 I U INCANDESCENT FIXTURE - WALL MOUNTED ' UJ z ® RECESSED HIGH HAT w zEn a CL I o Q : 24 2 FT UNDER CABINET FLUOR. 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SMART BOX, SHEET DESCRIPTION I t.. w z .� U ,� t E� COMMUNICATIONS BOX, MEDIA BOX, HOME F Q W V) I �h..........................................._...............................................__. SECOND FLOOR ................................... cn w LLJ p Z _.............. .._......_................. _....__...._.............. :,.: :: _._.........._........_.._....._............._._.......__...._......._._.... DIRECTORY) Z W ....__...... ..........._.........................................._...__..__...._. ........__...__.._......_.__...... _ _— _—— INT. INTERCOM ELECTRICAL LAYOUT >- � � p m Ed Z FOR REFERENCE ONLY Uj oV = z w a a PRODUCT LINE a°G. o ,n 0 ATLANTIC BEACH CC 60' w 0 a z HERITAGE LU Z UJ a = o DUVAL COUNTY w n ~' LOT/ BLOCK 0079 z `4 = 0 U) z Z U- TBI NUMBER 0079 9 `Sz0z MODEL kr cn 0 © o CAPTIVA Uj Ce LLJ W W Q Z ELEVATION NAME W u z ji a W ,� COASTAL Z w 0 Uj ,ocw � z = ZO z `_ SHEET NUMBER �? jQ m t. W W ELECTRICAL LAYOUTSECOND FLOUR == E2m82 0 �� � coPY } o z m U SCALE: 1/4" = 1'-0" COASTAL �..., � 0 0 U- � SERIAL NUMBER 1014.0 Q V 1— 0 f� I�Vp'�flyG�oy/G�i/OOFFKY y�y�C,p1�l�lf�i�I.I-WMICM DE110 1)ON�H DRAWAIG CONKUS H11f1 HE IYI4VRi/9911141'1 W4LYW CODE IN OffaAS OF DATE OF CEUMCATION BELOW. TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING 000 .�� �F FSO 00 0 Q` _ 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE co 0 coc BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS FOLD UP WEATHER HEAD FLASHING TIE-IN MECHANICALLY FASTEN AS WEATHER FOLD UP WEATHER133 m RESISTIVE BARRIER& INSTRUCTIONS: NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER & L >- 0 0 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE TEMPORARILY SECURE THROUGH FLASHING BARRIER TEMPORARILY SECURE 0 V I— ALLOW FOR FLASHING INSTALLATION 0 AR9673 0 HEADER TO1. CUT, FOLD UP &TEMPORARILY �� �0 �,a,`w 3 SECURE WEATHER RESISTIVEE4D 0 d�p�i 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER ABOVE HEADER TO WEATHER � BARRIER ALLOW FOR FLASHING RESISTIVE EXTERIOR RFp p� U- n SHEATHING INSTALLATION MANUEL GONZALEZ,AIA BARRIER o z 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD WEATHERf���_TPE 6 SILL PAN AR 9673° FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE oRESISTIVE 2. INSTALL HEAD FLASHING UNDER2 BARRIER WEATHER RESISTIVE BARRIER _ ::: ::•:•:.. (ASSEMBLED 'Lu oc �- :, 3. FOLD WEATHER RESISTIVE -n WINDOW ) -n V J WO :...il'.:.:.::•.'::.::'::.:. CL :.,._ _ :v:,,,,:,,;.,;,. Q SILL PAN BARRIER BACK OVER HEAD 2 cc z�. `LL.. >.:.:.:;;mo.:ix::'::•: ::'.' .. :.. . O FLASHING AND SEAL WITH TAPE W o N N.': FLASHING�o o M °- =r`: ~> >::';:.:f DO NOT FLASH OVER BOTTOM a W ..;. CORNER PATCHo NAILING FLANGE a a g � © o W ::::,: ► : s1=— zo NOTESob ::':::: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPElui F+-1 w z : ::_: . ... (MIN. 6 WIDE). CONFORMING TO AAMA 771-07 °o > o FLASHING : :�:, :7:• s �:. FLASHING o ::: ::;:y::: 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF ` { F WINDOW SILL PLATE. ►- O NOTES: xv1 a 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. a p 00 cc W 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 611 WIDE) z r CONFORMING TO AAMA 711-07 o a r:f:_:::: 4. INSTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED w W oc z c::=:; BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 A z d o t 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 4 3. MECHANICALLY FASTEN AS NECESSARY a o � Chi U O04 F+�1 p ; N U- J EXT-1 TYPICAL SLIDING GLASS DOOR FLASHING DETAILrE�_2 TYPICAL WIN DOW FLASHING DETAIL- ceP D3 N.T.S. U_ (EXT-1) D3 N.T.S. (E '2) LU OPTION -A ce o n 611 FLASHING LU CONT. DRIP EDGE ce m CANT STRIP ACROSS DOOR HEAD DRAWN BY zo TO DIVERT RAIN WALL PER PLAN WALL PER PLAN a SILL PLATE W. GRIFFIN = ui _ CHECKED BY RAIN DRIP LEE z ' SEE NOTE #2 S. a O J 1" EXTERIOR REGLET SCALE DOOR 4 22 X 34 = SCALE AS NOTED { a W c=n WALL SHEATHING EXTERIOR u' v7 WITH WEATHER WINDOW 11X17 = 1/2 NOTED SCALE ', o RESISTIVE BARRIER ' a in SHEET DATE � �o cc NOTES: � �� o 0 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 611 WIDE) NOTE. m - CONFORMING TO AAMA 711-07 THIS DETAIL ONLY APPLIES AT EXTE UOR SHEET REVISION INFO ui (nv o 2. INSTALL SILL FLASHING AS SHOWN ABOVE DOORS THAT HAVE NO IMMEDIATE VERHANGS ABOVE THEM AND DOORS THAT HAVE A SECOND Luz STORY WALL ABOVE THEM. m m W 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS z � ouj uj 0 _3 W WATERPROOFING AT EXTERIOR DOOR EXTERIOR WINDOW <u., z c5 �X_: SET REVISION INFO a. ce m _ EXTERIOR OPENING OR BEAM _ HEAD DRIP DET IL _ HEAD DRIP DETAIL 0 Ce w Z EXT 5 EXT 6 EXT 7 ' con o p D3 N.T.S. (EXT-5) D3 N.T.S. ( XT-6) D3 N.T.S. (EXT-7) 4 w = GW Woz � W O SHEET DESCRIPTION � ce a STANDARD �.- ce oayjo NOTES & DETAILS ; A ROOFING PER CONTRACT: ON (2) - M��OF W�1!K DIMS\Mr 10I VIS I IIID "C�l-' z 7/16" SHEATHING ROOFING.PER CONTRACT. (CONTRACTOR TO �" � "ONNUM (CONTRACTOR TO PROVIDE PRODUCT PROVIDE PRODUCT APPROVAL FOR ROOFING W APPROVAL FOR ROOFING SYSTEM) SEE PLAN SYSTEM) A G 1 1 = o ALL ROOFING UNDERLAYMENT TO BE ALL ROOFING UNDERLAYMENT TO BE OF F40 c� SELF-ADHERING POLYMER MODIFIED BITUMEN SELF-ADHERING POLYMER MODIFIED BITUMEN SEE PLAN co 00 00� m SHEET TO COMPLY WITH ASTM D 1970 r- SHEET TO COMPLY WITH ASTM D 1970 0 E� d 2X6W/ 2" DIA. PRE-ENGINEERED WD TRUSS, 2411 O.C. ROUND VENT @ 24 O.C. INSULATION BLOCK �, 630 METAL DRIP 2X4 SUBFASCIA s ° 00 U- CARIBBEAN CLASSICEDGE �' D COASTAL META R R © p L DRIP � I � � � ED A 0 1X4 FASCIA CEILING INSULATION EDGE ` MANUEL GONZALEZ,AIA c (SEE ENERGY CALCS.) 1X6 FASCIA CEILING INSULATION AR 96730 zz (n _ E R I L 2X6 RAFTER TAIL (SEE ENERGY CALCS. Lu � @ 24 O.C. 1/2 RIGID GYP. BD. } . w p VENTED SOFFIT W/3 1/2" RIGID GYP. BD. DBL. 2x SYP. WD. DIAM. VENTS @ 48"— ztie m 3/81 1�_4,� 0. C. TYPE DBL. 2x SYP. WD. 0 w J CEMENTITIOUS OVERHANG TOP.PLATE f! { o SOFFIT I TOP PLATE 2x SYP. #2 WD. STUDS ~ 00 N o @ 16" O.C., TYPE 2x SYP. #2 WD. STUDS M 01 3 z FINISH FINISH MATERIAL r �� � = ¢ PER ELEVATION @ 16 O.C., TYPE o � WALL INSULATION REFER TINSULATION w mo MATERIAL PER 0 WALL r., ELEVATION , (SEE ENERGY CALCS.) Ia ELEV. FOR (SEE ENERGY CALCS.) cd o o s 2x SYP. #2 WD. HEADER a w VERHANG �� H #2 WD HEADER H �u RA FT TA LEGEND z -SEE SCHEDULE f 2x SYP. S o h o -SEE SCHEDULE p A �, o Ce z SCHEDULED WINDOW 00 u w N SEE FLOOR PLAN) SCHEDULED WINDOW o $ o o WINDOW ATTACHMENT (SEE FLOOR PLAN) ,] COMPLIANT W FBC-R t WIND o � z � / OW ATTACHMENT u� ¢ COMPLIANT W FBC-R 0o 2x!SYP. #2 WD. STUDS @ / .. Z w z 2x�SYP #2 WD. STUDS @ce 16 0.C., TYP. � . 16 O.C., TYPe a a . z WALL INSULATIONElk- UJa = (SEE ENERGY CALCS) WALL INSULATION A a. o EXTERIOR STRUCTURAL a EXTERIOR STRUCTURAL (SEE ENERGY CALCS) A z A � z z SHEATHING AS REQUIRED CONNECT WALL PER � BY FRAMING DETAILS FRAMING DETAILS SHEATHING AS REQUIRED CONNECT WALL PER � � A ce � BY FRAMING DETAILS FRAMING DETAILS � a a o W � � 2x SILL PLATE FINISHED BASE MOULDING �, �i U z ¢ 2x SILL PLATE p O p FINISHED BASE MOULDING x a ce 0 3/4 GYPCRETE (OPTIONAL) a w U- %01- 9 WATER RESISTANT BARRIERTOP OF 3/4" GYPCRETE (OPTIONAL) 0 � m (2 LAYERS REQUIRED) r3/4" THK. T&G SUBFLOOR FLOOR WATER RESISTANT BARRIER n TOP OF Lu o POLYETHYLENE HOUSE WRAP TRUSS- �`OLYETHYLENE LAYERS REQUIRED) 3/4 THK. T&G SUBFLOOR FLOOR 10C ce z OR APPROVED EQUAL SYSTEM QHOUSE WRAP TRUSS 0 oc a ROOFING PER CONTRACT: ON (2) Q ,�� OR APPROVED EQUAL SYSTEM z o W 7/16 SHEATHING 2x RIBBON FASTENED ROOFING PER CONTRACT. (CONTRACTOR TO Q c (CONTRACTOR TO PROVIDE PRODUCT TO FLOOR TRUSSES PROVIDE PRODUCT APPROVAL FOR ROOFING 2x RIBBON FASTENED �, z m APPROVAL FOR ROOFING SYSTEM) SEE PLAN PER TRUSS ENGINEER > EM) TO FLOOR TRUSSES Lu6-4 ALL ROOFING UNDERLAYMENT TO BE ALL ROOFING UNDERLAYMENT TO BE PER TRUSS ENGINEER � DRAWN BY ui ce zo z I-- WAINSCOT/TRANSITION ce '� SELF-ADHERING POLYMER MODIFIED BITUMEN W W SHEET T ELF-ADHERING POLYMER MODIFIED BITUMEN EE PIAN �c � 0 COMPLY WITH ASTM D 1970 �- 2x RIBBON FASTENED SHEET TO COMPLY WITH ASTM D 1970 WAINSCOT/TRANSITION CL 1_r BATT �- W. GRIFFIN TO FLOOR 2x RIBBON FASTENED BATT WE BY o Z Lu f P R TR SS ENGINEER INSULATION REQUIRED PRE-ENGINEERED WD TRUSS, 24" O.C. TO FLOOR Z > 2 X 6 W/ 2 DIA. - NEER AT GARAGE (SEE INSULATION REQUIRED 00 TRUSSES ROUND VENT @ -f PER TRUSS ENGINEER Q o -' -r ENERGY CALCS) INSULATION BLOCK AT GARAGE (SEE S. LEE -' 24" O.C. -' ''` PRE-ENGINEERED WOOD FLOOR = ENERGY CALCS w � METAL DRIP TRUSSES (VERIFY W/TRUSS 1/2" RIGID GYP. BOARD 2X4 SUBFASCIA PRE-ENGINEERED WOOD FLOOR SCALE o 6 EDGE ENGINEER FOR TRUSS LAYOUT) METAL DRIP TRUSSES (VERIFY W/TRUSS 1/2" RIGID GYP. BOARD 22 X 34 = SCALE AS NOTED vviUJ b-I � 1X4 FASCIA— 1/2" GYPSUM t � > >� �� �� ENGINEER FOR TRUSS LAYOUT) 11X17 = 1 2 NOTED SCALE CEILING INSULATION EDGE / WALLBOARD ON STUDS 1X6 FASCIA CEILING INSULATION 1/2" GYPSUM 0- 939 (SEE ENERGY CALCS.) DBL. 2x SYP. WD. TOP PLATE W WALL INSULATION �� WALLBOARD/ ON ON STUDS � 2X6 RAFTER TAIL DBL. 2x 51- o o @ 24" O.C. 1/2" RIGID GYP. BD. (SEE ENERGY CALCS) (SEE ENERGY CALCS.) SYP. WD. TOP PLATE W/ WALL INSULATION SHEET DATE u., m � SCHEDULED WINDOW VENTED SOFFIT W/3111 2" RIGID Y SEE ENERGY CALCS (SEE FLOOR PLAN) { DIAM VENTS @ 48" / GYP. BD. SCHEDULED WINDOW ( ) w z vi 3/8" 1'-4" DBL. 2x SYP. WD. 0. C. TYPE WINDOW ATTACHMENT ` '� DBL 2x SYP. WD. TOP PLATE (SEE FLOOR PLAN) SHEET REVISION INFO =) o z CEMENTITIOUS ,j'°�1 COMPLIANT WITH FBC-R HEADER SEE FRAMING T WINDOW ATTACHMENT Z � ''-'' Z OVERHANG � �� , ; OP PLATE M SOFFIT 2x SYP. #2 WD. STUDS ' PLAN FOR SIZE AND DEPTH l 3' ,, COMPLIANT WITH FBC-R HEADER , SEE FRAMING FINISH 2x SYP. #2 WD. STUDS PLAN FOR SIZE AND DEPTH �o J � f f @ 16 O.C., TYPE- 3 SH MATERIAL C u, ¢ o o FINISH _ i @ 16 O.C., TYPE WALL INSULATION PER ELEVATION z = o w MATERIAL PER REFER TO WALL INSULATION y It In w cn (SEE ENERGY CALCS.) Fn w ELEVATION ELEV FOR (SEE ENERGY CALCS.) J" w z c¢3 2x SYP. #2 WD. HEADER VERHANG `n m -SEE SCHEDULE i 2x SYP. � - #2 WD HEADER SET REVISION INFO cc w z EE SCHEDULE i zp > � v' W = SCHEDULED WINDOW SCHEDULED WINDOW �zU � i SCHEDULED WINDOW SCHEDULED WINDOW w z (SEE FLOOR PLAN) (SEE FLOOR PLAN) � SEE FLOOR PLAN W o z 1/2" GYPSUM WALLQOARD ON ( } 1411 UJ o 1/2" GYPSUM WALLBOARD ON (SEE FLOOR PLAN) z w EXTERIOR SHEATHING TO 41 STUDS W/ WALL INS. LATION EXTERIOR SHEATHING TO STUDS W/ WALL INSULATION 1/2" GYPSUM WALLBOARD ON 1/2" GYPSUM WALLBOARD ON SHEET DESCRIPTION >- oc SEE ENERGY CALCS EXTERIOR SHEATHING TO � STUDS W/ WALL INSULATION a o BE FLUSH WITH THE EDGE ( BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) EXTERIOR SHEATHING TO STUDS W/ WALL INSULATION o a > o OF THE FOUNDATION, 1/4" 2x SYP. #2 WD. OF THE FOUNDATION, 1/4" BE FLUSH WITH THE EDGE f (SEE ENERGY CALCS) BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) STANDARD 2x SYP. #2 WD. STUDS OF THE FOUNDATION 1/4 j, OF THE FOUNDATION 1/4" "' cn = o GAP BETWEEN FOUNDATION @ 16" O.C. TYPE U S GAP BETWEEN FOUNDATION �� , 2x SYP. #2 WD. STUDS GAP BETWEEN FOUNDATION GAP BETWEEN FOUNDATION 2x SYP. #2 WD. STUDS NOTES & DET ui 0 _j Q AND SHEATHING AND SHEATHING @ 16 O.C., TYPE @ 16 O.C., TYPE AND SHEATHING @ 16 O.C., TYP. AILS cn 2x P.T. SILL PLATE 2x P.T. SILL PLATE AND SHEATHING ce w = Z WATER RESISTANT BARRIER WATER RESISTANT BARRIER 2x P.T. SILL PLATE 2x P.T. SILL PLATE w '� o (2 LAYERS REQUIRED) CONNECT WALL TO FOUNDATION (2 LAYERS REQUIRED CONNECT WALL TO FOUNDATION WATER RESISTANT BARRIER WATER RESISTANT BARRIER 2 LAYERS REQUIRED) CONNECT WALL TO FOUNDATION 2 LAYERS REQUIRED) CONNECT WALL TO FOUNDATION z POLYETHYLENE HOUSE WRAP PER FRAMING DETAILS POLYETHYLENE HOUSE WRAP PER FRAMING DETAILS POLYET QUIRED PER FRAMING DETAILS ( Q ) PROJECT NAME p o z w OR APPROVED EQUAL SYSTEM OR APPROVED EQUAL SYSTEM POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE WRAP PER FRAMING DETAILS OR CONT. METAL TERMITE Q PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM 9 w = o FLASHING SHIELD UNDER SILL:PLATE FLASHING SHIELD UNDER SILL PLATE PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE o w FINISHED BASE MO I FLASHING SHIELD UNDER SILL PLATE FLASHING SHIELD UNDER SILL PLATE Ln UJ NG FINISHED BASE MOULDING FINISHED BASE MOULDING o w cn MAIN FIN. FLOOR p w _ _- _ MAIN FIN. FLOOR - _ FINISHED BASE MOULDING O ELEV @ 0' 0" @ I� - MAIN FIN. FLOOR MAIN FIN. FL R (A Zce w d oa e. 6 w ELEV 0-0 d ELEV @ 0�_0�� 4 . - - - ELEV @ 0-0 Z LL' W aA W Q W ° e 4 d 4 I II v , d z o z 8 9mlo W o ° LOT/BLOCK E . �np o II III o I III III u O 2` Ii > f in 2E nO I III IiI TB z F- Z o III III I NUMBER 2 w ¢ .4`�. III I 4 CONC SLAB W/ g•° I I 1=1 I I I 4" CONC SLAB W/ „ _~ � III I 4 CONIC SLAB W/ 4 44 III III I 4 CONC SLAB W/ MODEL i I I I VAPOR BARRIER I 1=1 I VAPOR BARRIER - °° i.�, � z � . d r.l A4 . T, _ ,w a _ ( I I ( APOR BARRIER V > _ k :� ( I I I VAPOR BARRIER u, o _ d . III I III I_ _ w o z REFER TO STRUCTURAL ce — REFER TO STRUCTURAL 4 ° I I ( I- c - REFER TO STRUCTURAL-- III ALL ' w z ¢ - DRAWINGS FOR u - I I DRAWINGS FOR - k U w U- - 4 • . _ � _ REFER TO STRUCTURAL. I I DRAWINGS FOR - I I DRAWINGS F z W o M III 4 I I (= COARSE COUNT& III Q 111= COARSE COUNT& _ OR ELEVATION NAME COARSE COUNT & W :.• • FOOTING SIZE • FOOTING SIZE "' ° A" — FO COARSE COUNT & ,..., w s _ a I I i PROVIDED BY • ( ( ( PR V FOOTING SIZE ( — ( 0 IDED BY • •. I I I PROVIDED BY • • FOOTING SIZE ALL � _ OTHERS ( cn �- U - III— ) _ OTHERS) — I I I PROVIDED BY z o iii III T { z = ,I-., z I I ( � i i III 0 H ERS) OTHERS) III_ - III ) m EXTERIOR f in zw � WALL EXTERIOR WALL SHEET NUMBER cn o (__3 SECTION WITH WINDOW 4TWO—STORY w m w ALL S E CTI O N 3 SECTION WITH WIND oz � � ow 4 .. z D7 ,� _ ,_ « TWO' STORY WALL SECTION to a] W SCALE. 3/4 1 0 D7 11 _ 1_ fSCALE. 3/4 - 1 0 D 7 SCALE. 3/4 11-011D 7 „ _ „ o o w �� _ SCALE. 3�-4 - 1 -0 OFFICE COPY f SERIAL NUMBER 1014.0 TO THE IlEsr OF W WAEDGE,THE DESIGN DEWED ON THIS DRAWING COMPLIES WrrH THE APPUCABLE NININIMt BUILDING CODE IN EFFECT AS OF DATE OF MM710N BELOW. I .— Z 11 o ET MIRROR 3" FROM SET MIRROR 3n E 4D OFF BACK SPLASH MIRROR=VANITY -5" FROM INSIDE CORNER DRYER VENT (TYPICAL) F Ft0 ce 0 uJL P�300 00 GAS PIPE (TYPICAL) O0 p FOR GAS DRYER ONLY 0 cc _ 0 0 ��-- m 0 J M t3 t o o 11-211 cc cin 0 6730 0 E' COUNTERTOPS o DRYER VENT (TYPICAL) �� a ' _ 00000 0 ce 0° GAS PIPE (TYPICAL) S`�,tF 36" HIGH X _ M FOR GAS DRYER ONLY RFD (VANITY-5„) MIRROR � p o OUTLET BOX % (n a 1/4" MIRROR DRYER VENT BOX- MANUEL GONZALR 96730EZr AIA pr it� Z CENTER SIDEWAYS - FATTACH PER MFR. IN BACKSPLASH D D 0 D 1/2" RECESS INSTRUCTIONS z cn LL, DRYER VENT BOX- FOR MIRROR ATTACH PER MFR. cn w 0 _ O INSTRUCTIONS _ a cc 2X4 HALF WALL m M [:1YORKTOWN P T. 00 El i0C w c+I SILL PLATE N P T. SILL PLATE � M o TRIM - MM MIRROR (IF SLAB ON GRADE) ,� (IF SLAB ON GRADE) Lu ocn CABINETw - m W a VA ITY MIRROR INSTALLATION INSTRUCTIONS. w w w ju> w 0ul WITH PEDESTAL �+ `� H �mu o 1. IRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. _ 2. T BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE: O A ob � z COINER. (YORKTOWNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE KNOCK OUTS FOR TOP, U w o NOTE: BRACKETS REQUIRED IF 11 BOTTOM, OR REAR VENT LOCATIONS. S ' °C M 3. PON INSTALLATION OF WOOD TRIM REMOVE REMOVABLE CLIPS VERIFY MIRROR IS GLUED COUNTERTOP CANTILEVERS MORE THAN 10 o BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM o 11i +/- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. LENGTHS PER MANUFACTURER'S SPECIFICATIONS. ® Z o i QZ x W o INT-1 KITCHEN HALF WALL DETAIL INT-2 MASTER BATH MIRROR WOOD TRIM DETAIL INT-3 DRYER VENT BOX FOR DRYER ONLY a o to z ►� � ¢ p$ _ (INT-1) D8 S11 C LE: 1/2" = 1'-0" (INT-1) �R8 SCALE: 1 2" = 1'-0" (INT-3) w A a 0 �„ SCALE. 1/2 - 1 0 / za. A v w cC z A d a4 TILE OR STONE ON 1/2" COMPARE a A Z w HARDI BACKER BOARD MANUFACTURER'S O a o ¢ 3 " DIM OF TUB & � O ,,..�, OVER / EXT. PLYWOOD � u - TOLL APPROVED TILE BACKER REFER ON 2X4 FRAMING. PUMP LOCATION J TO CONTRACT SPECIFICATIONS a o ) cc � � WALL TILE u, REFER TO FLOOR PLAN VARIES - SEE PLANS p J a m o z 2X BLOCKING BETWEEN VARIES BY MODEL ` _ 1 ROW OF TILE STUDS (3 WALLS) 2X4 16" O.C. O cn z @ � ° VINYL LINER (3 WALLS) EXTENDED 5" o CORNER SHELF _ U- m UP WALLS o 0 (1) CERAMIC CORNER DRAWN BY o SHELF AT 48 A.F.F. 2X4 LEDGER o z o >- FLOOR TILE _ W. GRIFFIN cLn in ¢ 100% SILICONE SEALANT BETWEEN U- a: TILE BACKER AND INET BED 0 ui � d- �r �r CHECKED BY CueF- '� N N DROP IN TUB - N Z w cc a 2 SHQ ER DRAIN �: FLOOR TILE U- > u- + 2X4 CRIPPLES S. LEE > ui SCALE o 2-2X4 7 - . Qc p �' ¢ IrN - o 22 X 34 = SCALE AS NOTED os U) FriOR 2X4 TO BE P.T. 11X17 = 1 2 NOTED SCALE ui cn . • . . . . . . . . , • . . . . • . : . • . : LE AT DO Q SUPPORT UNDER / THRESHOLD, WHEN IN CONTACT TUB AS REQ. BY o WALL TILE W/ CONC. MANUFACTURER'S. SHEET DAT . b �, E o ADJUSTABLE GAUGE COAT WETBEDPLAN , ce ac p � SHOWER DRAIN p LINER SET IN SEALANT @ (FR-33 DROP IN TUB D TAIL SHEET REVISION INFO 00 2 SHOWER DRAIN FLANGE OVER ROOFING FELT w z (n NOTE: D$ SCALE: 3/4" = 1'-0" (FR-33) © � o NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXACT SIZE AND SHAPE VAIRES BY MODEL AS SHOWER ELEVATION H W "� z BE USED IN LIEU OF CERAMIC WHEN MARBLE/ WELLAS PLUMBING ACCESORIES. REFER TO P�- w " co w MARBLE TILE OPTIONS ARE SELECTED. ARCH ECTURAL PLANS BY MODEL. _j 2: w ¢ b--4 � cnwrn ��G� 0��� Ln _j WriNT-4SHOWER & CURB O N FRAMED FLOOR IN 5 STANDARD SHOWER SHELF LOCATION END PosT TIED INTO FL R �- SET REVISION INFO z z 00 QPM �$ _ +� INT-4 �.D,�) _ (INT-5) JOIST BELOW EXTEND TO a mSCALE. 3/4 - 1 0 ( SCALE: 1/2 1 0 BOTTOM OF FLOOR JOISTS. Z p >ce 03 Z END POST TO PENETRATE a w z SUBFLOOR. w o z SHEET DESCRIPTION V O Z W FACE NAIL END POST TO STANDARD h. o BLOCKING. ¢ w p 2x BLOCKING BETWEEN //' / NOTES & DETAILS Z= o FLOOR TRUSS AGAINST ' �? J ¢ END POST. ' PROJECT NAME o SUB FLOOR. / ol lz Z H .01 (n UJ �— �// /� i p uj ��� / \\ / / LOT/BLOCK Lu = 0 /�' i� 1 � r /� i� /�/ \\\\� / rte'i/ ce z U- Z v� •'' /-; / \\\ \\/'�� ' / ; / TBI NUMBER 10 Z O T .f / �' / / /i //// ,ci. p �'' .y. , ; MODEL 'i czn ALL Lo M - / '� NAIL w o z FLOOR TRUSS. %; ;-' ( ) ELEVATION NAME fi U- z ¢ U- .-� o ALL a W �- z0 . ~ui SHEET NUMBER m = LU 001, o = n F— FR-34 HALF WALL TIE-IN DETAIL �.... ui co V Z � OFFICE COPY Fri � p p D$ N.T.S. 0 F- o (FR-34) ERIAL NUMBER 1014.0