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1710 MARITIME OAK DR-DRAWINGSABBREVIATION LIST 4; DG caW GRAPHICS LEGEND G A r v.Description J - o Abbrev. Description p r Cwi. ?�, p NUMBER ` F.P.- C)w Q J P . LD. T POINT LOAD m 0 AND FRT. t -- A � w PWD. POWDER CEILING EQUAL FT. .-. z PLW. PLYWOOD v o w AT FTG, cc Z E ENATION MARKER 0 iu> 0 0 i= AIR CONDITIONING F. .M. 0 p w ¢ z R RISER x O U ABOVE FRAME C2 W p RA RETURN AIR u Q a ADJUSTABLE TAB GAL =o wUj RAD. RADIUS �z ABOVE FLOOR 0 00 G.A. GAUGE REF:' REFRIGERATOR R cc pp ABOVE FINISHED FLOOR GD J J z Q 0 REINF. REINFORCING AHU AIR HANDLING UN I T GF I w Pd J w M RM. ROOM cc u, O cn ALTERNATE GL a R.O.ROUGH OPENING LNG Z O W ALUMINUM G.W.B. GYPSUM WALL BOARD R Q D: REQUIRED Q - �-+ J W' m STANDARD NOTES & DETAILS - z p 4`6 o z R & SH f B.B.Q.4 BARBECUE H HIGH G .W . R .0 RAIN WATER CHANNEL a . W ocz BOARD HB n ¢ > SPEED = ULTIMATE DESIGN WIND SP J o J o �, Q BELOW FINISHED FLOOR HD. / HDR. -W Q SF / SQ.' FT. SQUARE FEET CdJ V o BOTTOM HGT. / HT. cn SGL SINGLE BR. BRICK HORIZ. 0 cc . Boz SHT. x{ ,-'o BREAKFAST TRA. m C.3 SH. SHELF D, to o n`o M 70 INSUL w,z -SHWR. SHOWER m Wim? CALCULATIONS t; w ¢o o SL. '� W CONTROL JOINT - I.L.O. J P --SPECS SPECIFICATIONS -CL CENTER LINE SCL m w S.PF. SPRUCE PINE FIR Ce z ~ooh CEILING ,R cn SPRG. PT. SPRING POINT w C NCRETE MASONRY UNIT 0 REN. '�wcn UjWo '" . TD. °-; TANDARD -a,w CLEAN OUT L oc, o. z 9-ri Y. LU wa>o COLUMN LAV' In W STOR. , STORAGE COMP. COMPRESSOR LDRY Uj w `N PBC. PALM BEACH W p 0 CONCRETE LIN c� o'nW .�TOP- T P - CONT. CONT. CONTINUOUS LT LAUNDRY TUB- T&fo TONGUE & GROOVE •-� � UJ U3 7E%I TEMPERED Z DOOR BELL 1117 Zoe z0Z THK. A THICK ozo DOUBLE MAX MAXIMUM T.O. TOP OF DR. & SH. DOUBLE ROD & SHELF M.C. �w> T.O.B.B. TOP OF BOND BEAM UJ p,�� DECORATIVE ABBREVIATION LIST Abbrev..Description GRAPHICS LEGEND G A r v.Description - Abbrev. Description - NUMBER ` F.P.- FIREPLACE P . LD. T POINT LOAD UTLDING SECTION AND FRT. FRONT 0 PWD. POWDER CEILING EQUAL FT. FEET PLW. PLYWOOD LINE AT FTG, FOOTING E ENATION MARKER A/C AIR CONDITIONING F. .M. 0 FACE F MASONRY C 0 0 R RISER ABV. ABOVE FRAME BEARING WALL RA RETURN AIR ADJ. ADJUSTABLE TAB GAL GALLON RAD. RADIUS A.F. ABOVE FLOOR 0 00 G.A. GAUGE REF:' REFRIGERATOR R A.F.F. ABOVE FINISHED FLOOR GD A E DOOR G RAG 00 REINF. REINFORCING AHU AIR HANDLING UN I T GF I GROUND FAULT.. U INTERRUPTER RM. ROOM PRE -CAST LINTEL/ L/ HEADER ALTERNATE GL GLASS R.O.ROUGH OPENING LNG .ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD R Q D: REQUIRED Q BUILDING TYPE: STANDARD NOTES & DETAILS V - B DESIGN BASED ON 2014 RESIDENTIAL R & SH ROD & SHELF B.B.Q.4 BARBECUE H HIGH G .W . R .0 RAIN WATER CHANNEL BD. BOARD HB HOSE BIBB SPEED = ULTIMATE DESIGN WIND SP B.F.F. BELOW FINISHED FLOOR HD. / HDR. HEADER SF / SQ.' FT. SQUARE FEET BOTT. BOTTOM HGT. / HT. HEIGHT SGL SINGLE BR. BRICK HORIZ. HORIZONTAL SHT. SHEET BKFST. BREAKFAST TRA. :TRADITIONAL SH. SHELF N.E.C. ELECTRICAL 2011c N M 70 INSUL INSULATION -SHWR. SHOWER CALL. CALCULATIONS INT. INTERIOR: SL. SLIDER C.J. CONTROL JOINT - I.L.O. IN LIEU OF --SPECS SPECIFICATIONS -CL CENTER LINE SCL SPANISH COLONIAL S.PF. SPRUCE PINE FIR C CEILING KS KNEE SPACE SPRG. PT. SPRING POINT CMU C NCRETE MASONRY UNIT 0 REN. RENAISSANCE '" . TD. °-; TANDARD C.O. CLEAN OUT L LONG , 9-ri EEL COL. COLUMN LAV' LAVATORY STOR. , STORAGE COMP. COMPRESSOR LDRY LAUNDRY PBC. PALM BEACH ..CONC. CONCRETE LIN LINEN .�TOP- T P - CONT. CONT. CONTINUOUS LT LAUNDRY TUB- T&fo TONGUE & GROOVE ,w 7E%I TEMPERED DB. DOOR BELL M.B. MASTER BATH THK. A THICK DBL DOUBLE MAX MAXIMUM T.O. TOP OF DR. & SH. DOUBLE ROD & SHELF M.C. MEDICINE CABINET T.O.B.B. TOP OF BOND BEAM DECO. DECORATIVE MFR. MANUFACTURER TR. ` TREAD DET. DETAIL MIL. MILLIMETER TRAN. TRANSOM DIA. DIAMETER MIN. MINIMUM TYP. TYP ICAL DIM. DIMENSION MIRR. MIRROR DN DOWN MLDG. MOLDING UC UNDER COUNTER DR. DOOR M.P.H. MILES PER HOUR U.N.O. UNLESS NOTED OTHERWISE DS. DOWNSPOUT MT METAL THRESHOLD D.S.S. DENSE SELECT STRUCTURE V.B. VAPOR BARRIER DW DISHWASHER N.T.S. NOT TO SCALE VERT VERTICAL DWG DRAWING V.T.R. VENT THROUGH ROOF O.A. OVERALL E EGRESS O.C. ON CENTER W WIDE E.E. EACH END O.H. OVERHEAD W/ WITH E.W. EACH WAY OPT. OPTIONAL) W.C. WATER CLOSET EL. ELEVATION OPNG. OPENING WD. WOOD ELEC. ELECTRICAL OSB ORIENTED STRAND BOARD WDW. WINDOW ENCL. ENCLOSURE PED: PEDISTAL SINK W.I.C. WALK-IN CLOSET ENG, ENGINEERED POLY POLYVINYL WP_GFI WATERPROOF GFI EQUIP EQUIPMENT P S F POUNDS PER SQUARE FOOT W.W.M. WELDED WIRE MESH EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH W.W.F. WELDED WIRE FABRIC FIN;FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER FLR. FLOOR' P.R. POWDER ROOM FND, FOUNDATION P.T. PRESSURE TREATED SQUARE FOOTAGE Q OO GE NOTES AREAAL C C U LATI ONS- GRAPHICS LEGEND G FIRST FLOOR - P DETAIL DRAWING# RTIAL SECTION # - INTERIOR ELEVATION DETAIL # DRAWING # COVERED ENTRY 144 UTLDING SECTION i ` DETAILCAL - OUT DETAIL # DRAWING DETAIL'# D DRAWING Is I CEILING HEIGHT CHANGE TOTAL _ 4 039 :. .._.._.. N CENTER LINE c�- a a SPANISH TILE FLOOR PLAN 0 E ENATION MARKER FLOOR PLAN NOTES, SCHEDULES &DETA ILS SHAKE SIDING S BR ECESS EXTERIOR ELEVATIONS EVATIONS SIDING .::........ 0 FRAME BEARING WALL A5.1.18 BRICK Ls, INTERIOR (NON-BEARING) WALL ~" p' STUCCO FINISH. x O� a, a w N UMAS MASONRY WALL _=C EARTH BUILDING SECTIONS & DETAILS GABLE END WALL J. PALM INSULATION DIFFUSER LAYOUT FRAMED KNEEWALL LAYOUT DECORATIVE TONE DROPPED SOFFIT ELECTRICAL LAYOUT PRE -CAST LINTEL/ L/ HEADER -E1.18 ELECTRICAL LAYOUT DESIGNC RITERIA TWO STORY: FIRST FLOOR FRAME SINGLE FAMILY RESIDENCE:. GROUP R3 SECOND FLOG k - FRAME BUILDING TYPE: STANDARD NOTES & DETAILS V - B DESIGN BASED ON 2014 RESIDENTIAL F•B.C., RTSK CATEGORY: HOUSE E V LE ATION ABBREVIATIONS II (5TH EDITION) N E .LEN. CODE MAN. WIND DESIGN BASED ON: ASCE 7-10 F.B.C. RESIDENTIAL 2014' WILLIAMSBURG SPEED = ULTIMATE DESIGN WIND SP 130 MPH F.B.C. MECHANICAL 2014 08 NOMLNAL DESIGN WIND SPEED 101 MPH F.B.C. PL PLUMBING 2 C U G 14 0 09 VER, EXPOSURE: ' B F.B.C. ENERGY CONSERVATION 2014 ENCLOSED BUILDING INTERNAL ED' B ILDIN I NAL PRESSURE COEF.. +.18-.18 v1E F.B.C. FUEL GAS 2014 MEDITERRANEAN FOR WINDOWS/DOORS SEE FLOOR PLAN OR F ACTUAL PRESSURES: TRA. :TRADITIONAL F.B.C. ACCESSIBILITY 2014 20 N.E.C. ELECTRICAL 2011c N M 70 FEMA RULES & REGULATIONS 21 N.F.P.A. 1012014 HERITAGE ASCE 7-10: MINIMUM DESIGN LOADS THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS GN SI ED AND SEALED OR WHILE CURRENT CODE IS VALID SQUARE FOOTAGE Q OO GE NOTES AREAAL C C U LATI ONS- S.F. FIRST FLOOR 1476 SECOND' FLOOR 0 1583 TOTAL LIVING AREA 3059 GENERAL NOTES. COVERED ENTRY 144 COVERED LANAI 381 GARAGE(s) 455 SLAB PLAN Is I A1.N SLAB PLAN NOTES, 0 ES, SCHEDULES,. &DETAILS TOTAL _ 4 039 :. .._.._.. LIST OF DRAWINGS N GS August 17, 2016 CLASSIC ELEVATION C1 JCOVER SHEET - Index of Drawings 9 �A�00 0000.0:00 GNI GENERAL NOTES. ,0, 0.. 0 0 0 0 6730 �cRED ASG FOUNDATION PLAN MANUEL GONZALEZ, AIA A1.18 SLAB PLAN Is I A1.N SLAB PLAN NOTES, 0 ES, SCHEDULES,. &DETAILS CODob N a FLOOR PLAN LAN. c�- a a A2.18FIRST FLOOR PLAN 0 _A2.N FLOOR PLAN NOTES, SCHEDULES &DETA ILS �o ♦ o EXTERIOR ELEVATIONS EVATIONS A5.18 FRONTSIDE E & ELEVATIONS N w 5 A5.1.18 REAR & SIDE ELEVATION & ROOF SLOPE PLAN Ls, A5.2.18 EXTERIOR ELEVATION DETAILS ~" p' 0 x O� a, a w N BUILDING SECTIONS A7.18 BUILDING SECTIONS & DETAILS DRAWN BY - J. PALM DIFFUSER LAYOUT M1.18 IDIFFUSER' LAYOUT SCALE 22X34 = SCALE AS NOTED ELECTRICAL LAYOUT -E1.18 ELECTRICAL LAYOUT TANDARD NOTES & DETAILS ,D3 .: D7 STANDARD NOTES & DETAILS' STANDARD NOTES & DETAILS D8 STANDARD NOTES & DETAILS HOUSE E V LE ATION ABBREVIATIONS 3 AB BR. FULL NAME E .LEN. CODE MAN. MANOR 03 WIL WILLIAMSBURG 07 PRO. PROVINCIAL 08 CHA. CHATEAU 09 VER, VERSAILLES 10 CLA. CLASSIC 18 MED. MEDITERRANEAN 19 TRA. :TRADITIONAL 20 COU. COUNTRY MANOR 21 ' . HER. HERITAGE 22 CMN. CIMMARON _ 28 MSN. MISSION 30 CFT. CRAFTSMAN 31 SCL SPANISH COLONIAL 32 BOR. BORDEAUX 33 BRO. BROUGHAM 39 REN. RENAISSANCE 40 VIE. VIENNA 41 TUS. TUSCAN 44 CLS. CALAIS 46 ITV. ITALIAN VILLA 58 PBC. PALM BEACH 80 CRB. CARIBBEAN 81 CST. COASTAL 82 10 THE BEST OF W KNOWLEDGE, THE DESIGN DEPICTED ON THIS . DRAWING COMPLIES WITH THE APPLICABLE MIMMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. August 17, 2016 OF Pzo�,Q ,C f �A�00 0000.0:00 t�' ,0, 0.. 0 0 0 0 6730 �cRED ASG MANUEL GONZALEZ, AIA AR 96730 �L-c Fy Is I ,f L w� CODob N a M c�- a a H w A 0 0 Q 0 V w o �o ♦ o ,,may I� x z a O N w 5 a _z A � d A Ls, a � a x A, ~" p' 0 x O� a, a w N DRAWN BY - J. PALM CHECKED BY M. GONZALEZ SCALE 22X34 = SCALE AS NOTED SHEET DATE _ 05/02/16 SHEET REVISION S ON INFO I; SET REVISION INFO L � I PRODUCT LINE ATLANTIC BEACH HERITAGE DUVAL COUNTY LOT / BLOCK 0117 TBI NUMBER 0117 MODEL FRANKLIN ELEVATION NAME CLASSIC p z LULU 4u i—i z 4 l ..�, ° z W 0 W a wp �L-c Fy J ., ,f L w� : . -. LL Z O PRODUCT LINE ATLANTIC BEACH HERITAGE DUVAL COUNTY LOT / BLOCK 0117 TBI NUMBER 0117 MODEL FRANKLIN ELEVATION NAME CLASSIC TO THE BEST OF W KNOWIEDGE• THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM ELUDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. 0 F F O GENERAL NOTES L> P R 00 0 � Q r� J 0 0 F � �A N� $ 0 DOORS & WINDOWS PLUMBING NOTES 1: IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY DETERMINE ERECTION PROCEDURE ALL BEDROOMS S REQUI RE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE S WITHOUT THE , THESE PLANS ARE DESIGNED G ED IN ACCORDANCE. WITH FLORIDA BUILDING CODE. PLUMBING AND AND SEQUENCE TO INSURE THE SAFETY OFT. BUILDING HE UILD NG AND ITS COMPONENT PARTS S USE OF TOOLS AND PROVIDING A CLEAR P OPENING NOT LESS ESS THAN'20 I NCHES WIDTH 24 INCHES IN , RESIDENTIAL HEIGHT & 5.7 S . FT.. IN AREA. L Q THE BOTTOM OF THE OPENING SHALL NOT BE MORE 0 E THAN 44 OFF THE ERECTION. THIS INCLUDES, BUT NOT TO ADDITION OF ALL HOSW BACK FLOW PREVENTERS AND BE MOUNTED 261. E BIBS SHALL BE FURNISHED FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN541,A.F.F. ABOVEDURING WHATEVER TEMPORARY BRACING GUY OR TIE_D WNS MAY BE NECESSARY. WINDOWS GREATER THAN 72IABOVE FINISHED GRADE SHALL HAVE THE WINDOWSILL HEIGHT GRADE. GREATER THAN.24n .ORPROVIDE AN APPROVED 0 ED FAL L PREVENTION DEVICE PER R616.2. DRAWINGS ARE DIAGRAMMATIC. b0 NOT 0 SCALE FOR THE EXACT LOCATION OF FIXTURES AR 96730 PIPING, HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. EUIPMENT, ETC. THE OPERATING Q MECHANISMS FOR SINGLE WINDOWS INDICATED WITH EOR(EGRESS E BLDG. SHOWER HEAD (EGRESS) BE'MANUFA MANUFACTURED TO CONFORM TO 00 ao CODE W RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.PA.-101 CHAPTER 24 HEIGHTOF SHOWER HEAD AT MASTER BATH SHALL BE 7 4I CO HEIGHT OF H _ I. SOWER HEAD AT SECONDARY BATH SHALL BE ALL GLA 6 10 SS WITHIN 24 INCHES OF ANY DOOR SLIDING GLASS DOORS ALL GLAZING AT TUB AND � W t` o ... SHOWER . ENCLOSURES 0 E OSURES AND WINDOWS S LESS THAN 60uABOVE STAIR LANDINGS OR TREADS SHALL BE STRUCTURAL DESIGN CRITERIA w TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS 2014 FBC 2411.1.2. GENERAL NOTES ` LOADS: ROOF 20 PSF (REDUCIBLE) ALL WORK SHALL BE PERFORMED DINA SINGLE SWING ACCORDANCE WITH ALL CODES, RULE S, REGULATIONS ONS A NDLIVE EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BEEQUIPPED PED WITH RESTRICTIONS HAVING JURISDICTION CTION ON THIS PROJECT. J CT. RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED 40 PSF SOLID WOOD DOORSNOT LESS THAN 1 sINCHES � 35 MM) IN THICKNESS, NESS, - SOLID OR HONEYCOMB CR E BALCONIES/DECKS ELKS 40°PSF STEEL- D-OORS NOT LESS THAN 1 e INCHES MM) OR MINUTE -FIRE RATED DOORS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS S PRIOR TO CONSTRUCTION. STRUCTION. THE ARCHITECT ECT SHALL BE 'STAIRS 40 PSF NOTIFIED OF ANY DEVIATION FROM WHERE OM T E MASONRY OPENINGS. HE PLANS PR NGS REQUIRE WOOD FRAMING, IOR TO CONSTRUCTION. Q NG, TO FIT WINDOW OR SIZES PRESSURE A ATTIC WITHOUT STORAGE 1 PSF 0 S n �� n TREATED 2x8 T STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x'3-1 2 TAPCON 0 / SCREWS 6 DRAWINGS SHALL NOT BE A FROM EACH END AND 12 C C. ADDITIONAL ONAL FRAMING MEMBERS SHALL: BE NAILED SCALED. TO PRIOR STUD. W / ATTIC WITH STORAGE2 20 PSF 30 PSF ROWS OF 10d NAIL AT 1 O S 0 C C. IN / STALL SOFFITS PER FBCR R703.1.3 AND R616. HABITABLE ATTICS L TT CS A SLEEPING ROOM S 30 PSF S SEE ROOF SLOPE OP PLAN FOR STANDARD GUTTER. LOCATIONS AS WIND BORNE REQUIRED). DEBRIS REGI ON _ ( Q ) T W CONCRETE UNLESS OTHERWISE INDICATED CONCRETE . 0 P 3000 PSI ' EXTERIOR OPENINGS INGS IN WIND BORNE DEBRISS D. REGIONS A EFINED BY THE FLORIDA BUILDING CODE SHALL: BE PROTECTED WITH: WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI -DADS STRENGTH NOA . THE NOA SHALL DEFINE THE OR FLORIDAPRODUCT APPROVAL NOTICE OF ACCEPTANCE28 ( ) H DAYS Q MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. I Q A N AN EVENT OF A CONFLICT BETWEEN 'THE REINFORCING; WELDED WIRE FABRIC SHALL -CON ORM TO ASTM A185 APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, S THE MOST RESTRICTIVE REQUIREMENT SHALL PREVAIL AND N THE ARCHITECT OF RECORD SHALL BE NOTIFIED. ALL REINFORCING BARS ASTM A615-60 60 000 PSI , ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI GYPSUM WALLBOARD POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM L B U 5 LBS. OF F FIBERS PER CUBIC YARD PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5 8" TYPE "X" / GYP. BOARD ON ALL CONCRETE - ASTM C90 O1 STANDARD WEIGHT UNITS fm -15 P T n 00 SI MORTAR TYPES 180 PSI 0 S A G RAGE CEILINGS WHERE HABITABLE SPACE ACE EXI STS ABOVE: GARAGE SHALL LL BE SEPARATED TED FROM THE HE .I RESIDENCE I NCE AND ITS ATTIC AREA BY N 0 LESS THAN 1/2 GYP. BOARD APPLIED' TO THE GARAGE SIDE. MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS .MASONRY INSPECTION I 0 S REQUIRED UNITS: bURING CONSTRUCTION 0 HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8I ABOVE FINISHED FLOOR.. STRUCTURAL ALL STRUCTURAL RUC URAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.0 SHOP P AND FIELD - STEEL: - WELDS: EDS. E70XX ELECTRODES 0 S ALL'. • - OLTS CAST IN CONCRETE. ASTM A36 OR ASTM A 307 ` ENCLOSED ACCESSIBLE - SSIBLE SPACE. UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SOFFITS PROTECTED ON THE ENCLOSED' SIDE WITH 1/2" INCH GYPSUM BOARD. WOOD BEAMS RAFTERS, JOIST, PLATES. N.O. N0, 2SOUTHERN -.YELLOW PINE" (19% M.C. FRAMING:• .:ROOF DECK. PLYWOOD- C C C D EXTERIOR, / OR, or OSB FLOOR SHEATHING: - NG T&G A C GROL P 1 APA RATED4 24 ( 8/ ) GLASS BLOCK WALL SHEATHING: L - PLYWOOD C C / D EXTERIOR OR OSB , MORTAR O HAVE _ • T COMPRESSIVE STRENGTH: RENGTH. TYPES 1800 psi 20 DAYS p VERSA LAMB • _ BEAM: Fb 2900:PSI .0E EXPANSION ' SON STRIPS TO B E PLACED PER MFG. SPECS. C ._ WOOD COLUMNS. PARALLAM 2..0EU.N.O. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURER S SPECIFICATIONS. WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILEROOF. BUILDING IDENTIFICATION TRUSSES: TOP CHORD `LIVE LOAD: GAD. 2 0 PSF 20 PSF AP ER APPROVED NUMBERS E U B S OR ADDRESSES. BE PLACED` ON ALL NEW AND EXISTING BUILDINGS IN SUCH TOP CHORD DEAD LOAD. 10 PSF 20 PSF POSITION AS TO BE PLAINLY VISIBLE BLE AND LEGIBLE FROMTHESTREET OR ROAD FRONTING THE BOTTOM CHORD 0 D DEAD LOAD: 10P F S 10 PSF PROPERTY.' SAID NUMBERS SHALL BE A MININUM OF 4" TALL AND 1/2 THICK AND CONTRAST. WITH THEIR BACKGROUND. TOTAL: 4 PSF 0 S 50 PSF WIND UPLIFT RESISTANCE: S STANCE. 10 PSF 10 PSF- STUCCO ,.. ,. ALL EXTERIOR CEILINGS EXPOSED _OS D TO WIND FORCES SHALL BE 7/8" THREE / COAT STUCCO R SEE DRAWINGS FOR SPECIAL CONCENTRATED D DLOA S. DESIGN FOR NEW WIND FINISH OVER HIGH RIB PAPERBACK m B CK METAL LATH OR VINYL PANEL OVER STRUCTURAL UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD , PLYWOOD PANELS. LOAD BUT NOT EXCEEDING C ING ACTUAL DEAD LOAD. CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. WOOD FLOOR • 0 DESIGN LOADS.. :TRUSSES.: DEAD LOAD. 20 PSF TD R OUTDOOR U 00 KITCHENS A< LIVE .LOAD.. 40 PSF S n ALL _ CONSTRUCTION WITHIN 24 OF EXTERIOR 0 GRILLS AND COOK TOPS SHALL BE NONCOMBUSTIBLE. _ TOTAL. 60 PSF CMU' LIGHT STEEL A GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS`NON-COMBUSTIBLE BY THE 4 ,... :. FBC RESIDENTIAL SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR GRILLS OR COOKTOPS. - FOUNDATION/SITE PREPARATION: ANCHORAGE METAL AND WIRE LATH: -=r 1. ALL METAL LATH SHALL BE L LAPPED 1 INCH MINIMUM. 1. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL, BEARING PRESSURE OF 2`500 PSF FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL E COMPACTED T DRY D 0 A D DENSITY 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL BE PLACED NOT MORE THAN 6 INCHES APART AND SIDE LAPS SHALL BE SECURED TO SUPPORTS ANDRE OF AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS: ACCORDANCE WITH ASTM D 1 _ 557. TREAT ALL LL SOIL FOR TERMITE PROTECTION. ' .a - 3. METAL AND WIRE LATH SHALL ATTACHED TO VERTICAL WOOD SUPPORTS WITH THEE UIVALENT <, _ .„ _ 2. THE OWNER SHALL RETAIN THE. SERVICES OF AN INDEPENDENT GEOTECHNICAL. ENGINEER OF 4D GALVANIZED OR`BL E 3 a U COMMON NAILS DRIVEN TO A PENETRATION OF AT LEA .. ST /INCH AND BENT OVER T 0 ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LA1�HSHALL TO VERIFY SUCCESSFULCOMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS ATTACHED CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORT W <. S WITH THE EQUIVALENT OF N0. FAILING TO MEET THE GEOTECHNICAL ENGINEER'S S RE UIREMENTS SHALL E RECOMPACTED 11 GAUGE BARBED /i INCHES HAVING A HEAD NOT LESS THAN . LL GALVANIZED NIZED OR BLUEDNAILS 1 - AND RETESTED AT THE CONTRACTOR S EXPENSE, AND AS DIRECTED BY THE ENGINEER. $ INCH IN DIAMETER. 3. WRITTEN' CERTIFICATION THAT THE MINIM UM DESIGN BEARING CAPACITY,. AND THAT THE MIRRORS COMPACTION REQUIREMENTS HAVE BEEN MET SHALL Q E MADE BY THE GEOTECH. ENGINEER. MIRROREXCESS_ .. S SHALL BE. ANCHORED TO STUDS WHEN IN OF 9 S.F. H.V.A.C. NOTES SPECIFICATIONS: THESE PLANS ARE DESI ED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,TERMITE MECHANICAL,ESIDENTIAL, AND ENERGY CONSERVATION SECTION R318 P 3 8 ROTECTION AGAINST TERMITES r n` MOUNT _ ALL:THERMOSTA SAT T +4 ;Q ABOVE FLOOR. TERMITE M TE PROTECTION SHALL BE PROVIDED BY REGISTERED P PESTICIDES, BAITING SYSTEMS AND PESTICIDES' TERMITICIDES INCLUDING SOIL APPLIED APPLIED T 0 WOOD, DR OTHER APPROVED METHODS , ALL INTERIOR &EXTERI OR MOUNTED H.V.A. EQUIPMENT UIPMENT SHALLBE SECURELY FASTENED IN PLACE Q F TE 0 RMITE PROTECTION 0 ECTION LABELED FOR USE A PREVENTIVE E TREATMENT TO NEW CONSTRUCTION SEE WHERE SHOWN ON THE DRAWINGS AS REQUIRED BYTE CONTRACTOR RACTOR SHALL PROVIDE SHOP QQ H LOCAL BUILDING CODES. THE H.V.A.C. .. , DRAWIN F A 0 ALL OF THE ABOVE FOR APPROVAL. SECTION 202 0 REGISTERED TERMITICIDE . UPON COMPLETION OF THE APPLICATION OF THE TERMITE -,GS PROTECTIVE CT VE TREATMENT A CERTIFICATE F C 0 COMPLIANCE SHALL BE ISSUED TO THE BUILDING ELECTRICAL CTRICAL NOTES ,. DEPARTMENT BY THE LI LENSED EST CONTROL C0- I. THE BUILDING HAS RECEIVED A M COMPLETE TREAT' PANY'THAT CONTAINS THE FOLLOWI STATEMENT: EMENT. - ENTFOR THE PREVENTION OF SUBTERRANEAN THE DW GS. ARE DIAGRAMMATIC &`INDICATE THE GENERAL ARRANGEMENT G ENT OF THE ELECTRICAL WORK.. T ERMITES. TREATMENT IS IN ACCORDANCE WITH. RULES AND LAW ESTABLISHED S;BYTHE FLORIDA ANY DISCREPANCIES C ES ON THE b DOCUMENTS SHALL CALLED TO E ARCHITECT'S H...ATTENTION PRIOR TO THE COMMENCEMENT. OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS: -DEPARTMENT OF AGRICULTURE AND CONSUMER SE DICES. ,, ALL WORK SHALL L BE DONE IN ACCORDANCE WITH THET LA EST EDITION OF THE NATIONAL NOTE: ELECTRICAL. CODE & 0 .ALL CODES RE REGULATIONS. & RESTRICTIONS HAVING JURISDICTIONS. 1 METHOD F 0 0 TREATMENT SHALL BE APPROVED _ OR BORA CAR E PRODUCT METHODS' MUST BY THEVE GO RUING JURISDICTION "LIQUID BORATE Q E DETERMINED AT PERMIT STAGE AND PRODUCT GROUND - FAULT GROU ND FAULT CIRCUIT PROTECTION ALL 120V I P SINGLE RASE 15 & 20 AMP OUTLETS INSTALLED , APPROVAL DATA MUST E N US B 0 FILE WITH THEBUILDING DEPARTMENT. OUTD DORS IN BATHROOMS, GABA GES. SHALL HAVE H VE GFI CIRCUIT BREAKERS OR RECEPTACLES.. 2 PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED SMOKE AND CARBON MONOXIDE DETECTORS SHALL L 8E HARD WIRED(110 VOLT TYPE) TO PORTIONS OF WOOD ARE REQUIRED 0 BE FIELD Q TREATED TO PREVENT INSECT INP INFESTATION. NON -SWITCHABLE CABLE IT K CHEN D R BAT BATHROOM LIGHTING' CIRCUIT C RCUI AND SHALL NOT BE CONNECTED TO THE LOAD SIDE OFA GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON >MONOXIDE OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24n A.F,F. DETECTORS ORS SHALL BE PROVIDED W/UI I BLE POWER N'INDICATOR" AND A TEST BUTTONWITH BATTERY BACKUP P Y U SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED.. .FALL ELECTRICAL AL 480 A.F.F.A.F.F; UNLESS OTHERWISE NOTED AND A MIN F 61L C SWITCHES SHALL BE FROM EDGE. OF OPENINGS. ALL WALL RECEPTACLES SHALL BE 12 A.F.F. UNLESS OTHERWISE NOTED, ALL HABIT - ABLE AREAS MUST BE CIRCUITED WITH AN ARC. FAULT INTERRUPTER PER NEC EC 210.12. CONTRACTOR .. 0 RACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY THE LOCATION OF SERVICE AND SHALL -L A LOCATE METER AND PANEL AS REQUIRED. VERIFY ALL CONDUCTORS D 0 N BREAKERS W EQUIPMENT MANUFACTURER SPECIFICATIONS. / Q S ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30I A.F.F. ._ uy IN EVERY KITCHEN FAMILY ROOM, DINING ROOM LIVING ROOM PARLOR LIBRARY DEN SUNRO M BEDROOM RECREATION ROOM BATHROOM GARAGE BASEMENT LAUNDRY AND OUTDOOR AREA, ALL 125 -VOLT 15- AND- 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. THERE ARE NO EXCEPTIONS. , FILE TO THE BEST OF W KNOWIEDGE• THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM ELUDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. 0 F F O L> P R 00 0 � Q r� J 0 0 F � �A N� $ 0 p a 0 0 0 ,3 0 0 R9673 0 0 0 0000 F G RR ED A MAN E U L GONZALE Z AIA AR 96730 00 ao o, CO ao N eelN � W t` o ... w a a w o a H- �, O A W o 00 as v O v1 N n r` -o O to d x a. O a A 'fsl Z A A 'y a w v x a o Q � O x It4A a M•1 a N DRAWN BY W. GRIFFIN CHECKED BY S. LEE SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION .GENERAL NOTES PROJECT NAME LOT/BLOCK TBINUMBER R MODEL ALL ELEVATION NAME ALL SHEEP NUMBER G,N 1 iERIAL NUMBER 1014.0 ?L�;;:. I ._- W VI 11 I I I 1 I I -- .4.:,.. I I ., I ..I I I I I I I 1 I I I.. I. .. I ;9 L1 !., I; ,:: a I-.. I I .._.`:.. _ :. I. 1 TO THE BEST OF MY IWOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. :22w _ z a cn o 1 11 _ FOR GAS FIREPLACE 1 8 0 LACE _ 0 0 — t .. cn wz, 81-211 41 611 11-811 _ 8i r r w �le8 2 1 V x �p 00 00010 00 z H � _ 0 c.y W W Z W 11 1 11 - _ 50 0 62 � n - 0 � Ln LU we o L--= J 1 n I- y' r - 0 z U- V) z av _ r c _ - I I,i O �- ;z w: t -y Q _ C) �Iy 00 x z --v W is Z a_ o a_ W Z I _ ,.Z 1'I 11 a x O S II cV 0 QC o - W M GAS NOTE. FIELD TO VERIFY S LIN E ::..ALE. W } 1/4",-,,= �0 -- PROVIDE GAS lD Z_ o I1 z II M. GONZALEZ SCALE 22X34 = SCALE AS NOTED m a. ;.. � Z a w o _ r I I 00 1/ I LINE TO REAR I IF 71 II I I r � i - _ co 4 w C� 0 _ ♦ // - i �__ --------------------- r--- -u---- ------------- ------- --------- - ------------ , 1 ;.... Ur J , B ., : J Q 1 u _ _I -H PROVIDE GAS LINE' I TO THE BEST OF MY IWOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. :22w _ z a cn o 1 11 _ FOR GAS FIREPLACE 1 8 0 LACE _ 0 0 — t .. cn wz, 81-211 41 611 11-811 _ 8i r r w �le8 2 1 V x �p 00 00010 00 z H � _ 0 c.y W 11 9 10 11 1 11 - _ 50 0 62 AR 96730 Ln LU we o Ii, 66 _8 0 LU w o_ y' r - 0 z U- V) z av B A7.18 r Uopy r o 9z t z �.. rx. I �. s O �- ;z w: t -y Q Nty- C) �Iy cn O � z: x z a A wzF� a_ o a_ W Z TE. . STEM N 0 M WALL FOUNDATION ,.Z Q. Zulz C7 w w HLL- z v 0LJ 0 a x O S ,x :. W cV 0 QC o - W S LAB PLAN GAS NOTE. FIELD TO VERIFY S LIN E ::..ALE. w. 1/4",-,,= �0 .ALL CLASSIC C LOCATIONS S PRIORTO POURING SLAB , Z_ o _.... z TO THE BEST OF MY IWOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. August 17, 2016 OF Foo �o 9 0 VE ONa 0 6 AR9673°/�j V x �p 00 00010 00 RED A�G� MANUEL GONZALEZ, AIA AR 96730 av rx. U w Nty- C) �Iy x z a A wzF� a p a x O S cV ITo DRAWN BY J PALM CHECKED BY M. GONZALEZ SCALE 22X34 = SCALE AS NOTED PRODUCT LINE ATLANTICBEACH HERITAGE DUVAL COUNTY•.... LOT / BLOCK 0117 TBI NUMBER 0117 MODEL FRANKLIN ELEVATION NAME CLASSIC rn TOTHE BEST OF MY IWOWUEDGE; THE DESIGN OEFICIED ON TIBS DRAWING COMMIES WITH THE APPLICABLE MRYGTUM BUllD1NG '. CODE IN EFFECT AS OF DATE OF CERTIFICATIONBELOW. August 17, 2016 OF F OA SLAB LAYOUT O UT NOTES: E S P�000 00000 0 a rrww c� _� J a 0 70 a 0 0. 67 30 3 A S CJ .( Qp�.eC3� Y F R � E D A " w CG MAN UEL GONZALEZ AIA AR 96730 1 . SEE GENERAL NOTES FOR CAST I N PLACE CONCRETE AND REINFORCING REQUIREMENTS. Q F- Ima � v� 00 a 0000 M w o a v 0 c�-cc ct3 a L E„ 2. CONSULT W/ MAN. SPECIFICATIONS TION SPRIOR OR T 0POUR ING OR RECESSING DOOR SILLS co O 00 $ C> w O N A w. A ¢A� a <C a x 'A 3. EXTERIOR IOR SLABS SHALL SLOPE E1 /8 PER FOOT AWAY Y F R OM HOUSE w ALL FOOTINGS SHALL Tr 4. BE MINIMUM OF 12 BELOW GRADE. P a; r: �z LLINDICATES DRAWN BY I. PALM DOOR OPENING CHECKED BY m O z` SCALE 22X34 = SCALE AS NOTED o. cc z cn W w oc 0 W a CC Z QJ W J LL F- W 0 Z W ¢ W = OO N O 0 = 0 T ` z z E— sac t7.z 0 31. 0 W Joe J w_ Z Q aj 0 W Off'" 0 h Z Q W O H_ Q V O O z LU} Q< r oc o v _O ,w W J Z Q O CC c�. O W O co - O cn Z r O 05, GG d W oc cC . � LJJ C> z W oc W cczui Q > r J ,. w cn Ng: TOTHE BEST OF MY IWOWUEDGE; THE DESIGN OEFICIED ON TIBS DRAWING COMMIES WITH THE APPLICABLE MRYGTUM BUllD1NG '. CODE IN EFFECT AS OF DATE OF CERTIFICATIONBELOW. August 17, 2016 OF F OA P�000 00000 0 a rrww c� _� J a 0 70 a 0 0. 67 30 3 A S CJ .( Qp�.eC3� Y F R � E D A MAN UEL GONZALEZ AIA AR 96730 5U Ima � v� 00 a 0000 M w o a v a w ct3 a L E„ A 0 Q' g r 00 O 00 $ C> w O N A w. A ¢A� a <C a x 'A w DRAWN BY I. PALM CHECKED BY M.. GONZALEZ SCALE 22X34 = SCALE AS NOTED SHEET DATE 05/02/16 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SLAB SCHEDULES AND NOTES PRODUCT LINE ATLANTIC BEACH HERITAGE DUVAL COUNTY LOT / BLOCK 0117 TBI NUMBER 0117 MODEL FRANKLIN ELEVATION NAME CLASSIC TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MIN" BUILDING' CODE IN EFFECT AS OF DATE OF.CERFIFICATION BELOW.. August 17, 2016 OF Fop coo AR96730 G� RED p MANUEL GONZALEZ, AIA AR 96730 AS) Ima po Im ., 00 N a a M F O U W o stoma �+ G Q 54) rr a p 0 a A az 4 cm a A r;, a p o - IN b7 DRAWN BY J. PALM CHECKED BY M. GONZALEZ SCALE ` 22X34 = SCALE AS NOTED SHEET DATE 05/02/16 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION FIRST FLOOR PLAN PRODUCT LINE ATLANTIC BEACH HERITAGE DUVAL COUNTY LOT / BLOCK 0117 TBI NUMBER 0117 MODEL FRANKLIN ELEVATION NAME CLASSIC .F. �.. ,j -j 0 1 J. 1 \ 1 .. w r w Q CO�; �i U SCALE. 1/4" 1 0n CLASSIC z H H O f cC u�3woaw ADDITIONAL NOTES, SCHEDULES, &DETAIL zS J LL J D<0 U Q- �1 CAN BE F U D N 0 N 0 THE A3 N SHEET. oC SHEET NUMBER A2.18 SERIAL NUMBER 1014.0 TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECTAS OF DATE OF CERTIFICATION BELOW. August 17, 2016 OF FLS 000 00000 C7 0 0 4 0 0 AR96730 S A 0C%000000 RED A MANUEL GONZALEZ, AIA AR 96730 Oorn 0000 m t eq a v Q H O A U w $,o �, 00 x rn z A OK a'� o 8 DRAWN BY 1. PALM CHECKED BY M. GONZALEZ SCALE 22X34 = SCALE AS NOTED SHEET DATE 05/02/16 SHEET REVISION INFO SET REVISION INFO SHEETDESCRIPTION SECOND FLOOR PLAN PRODUCT LINE ATLANTIC BEACH HERITAGE DUVAL COUNTY LOT / BLOCK 0117 TBI NUMBER 0117 MODEL FRANKLIN ELEVATION NAME CLASSIC SHEET NUMBER A3.18 SERIAL NUMBER 1014.0 I �DOORTAG - DOOR SCHEDULE DOOR 00 .CALL OUT LOCATION TYPE SIZE REMARKS 1 THERMA-TRU INSULATED ENTRY DOOR 3'-0" x 8'-011 VINYL/LOW-E/EGRESS 2 OVER HEAD GARAGE DOOR/STEEL 8'-O" X 81-011 NON -INSULATED RAISED PANEL 3 SLIDING GLASS DOOR 12'-0" X 8'-011 TEMPERED` 4 DOOR 2'-8" X 8'-011 SOLID WOOD NOT LESS THAN 1-3/8"/OR 20 MINUTE FIRE - RATED 5 HOLLOW CORE DOOR 2'-4" X 81-011 VINYL/LOW-E 6 HOLLOW CORE DOOR 2'-6" X 81-011 VINYL/LOW-E 7 HOLLOW CORE DOOR 2'-811 X 8'-01j VINYL/LOW-E/TEMP 8 ` HOLLOW CORE DOOR (2) 21-611 X 81-01' VINYL/LOW-E/TEMP 9 HOLLOW CORE BI -PASS DOOR ` 5'-0" X 8'-011 VINYL/LOW-E/EGRESS 10 HOLLOW CORE DOOR 21.611 X 61-811 - VINYL/LOW-E 11 HOLLOW CORE DOOR 21-811 X, 61-811 VINYL/LOW-E 12 HOLLOW CORE DOOR (2) 2'-011 X 6'-8" VINYL/LOW-E/EGRESS 13 HOLLOW CORE BI -PASS DOOR 6'-011 X 6'-811 14 HOLLOW CORE DOOR 21-411 X 61-811 15 GLASS SHOWER DOOR 2'-0" X 6'-411 TEMPERED 16 HOLLOW CORE POCKET DOOR 2'-4" X 6'-811 17 FRENCH DOOR 2'-8" X 6'-811 18 HOLLOW CORE DOOR 2'-0" X 81-011 19 HOLLOW CORE POCKET DOOR (2) 21-611 X 81-0" TOTHE BEST OF W KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MININUM BALDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. August 17,2016 �(OF F 0000 00000 ri 0 I �^AR96730 00 00000 ED ASG MANUEL GONZALEZ, AIA AR 96730 Boom a 5 5u M a a a p Q w z A A � r o WINDOW TAG WINDOW SCHEDULE CLA WINDOW CALL -OUT LOCATION TYPE SIZE REMARKS A SINGLE HUNG 26 36" X 7511 VINYL/LOW-E/EGRESS B SINGLE HUNG 24 36" X 49 5/8" VINYL/LOW-E C SINGLE HUNG 26 (2) 3611 X 7511 VINYL/LOW-E D SINGLE HUNG 25 36" X 6211 VINYL/LOW-E/EGRESS E SINGLE HUNG H34 -251/2" X 49 5/8" VINYL/LOW-E F FIXED GLASS 32" X 16" VINYL/LOW-E G FIXED GLASS 21 48" X 64" VINYL/LOW-E/TEMP H FIXED GLASS 251/2" X 49 5/8" VINYL/LOW-E/TEMP I SINGLE HUNG 25 (3) 36" X 62" VINYL/LOW-E/EGRESS I FIXED GLASS (2) 24" X 24" - VINYL/LOW-E K FIXED GLASS (3) 24" X,36" VINYL/LOW-E L SINGLE HUNG H36 25 1/211 X 7511 VINYL/LOW-E/EGRESS m; c9 c�C w � z, 0 INSULATION SCHEDULE LOCATION TYPE R -VALUE U.N.O CEILING @ LIVING AREA FIBERGLASS 38 EXTERIOR WD. FRAME WALLS FIBERGLASS 19 WALLS TO LIVING AREA FIBERGLASS 11 I . ij wy J Q. w ► DRAWN BY 1. PALM CHECKED BY M. GONZALEZ SCALE 22X34 = SCALE AS NOTED I . ij wy J Q. PRODUCT LINE ATLANTIC BEACH HERITAGE DUVAL COUNTY LOT BLOCK 0117 TBI NU BER M 0117` MODEL FRANKLIN ELEVATION NAME CLASSIC W W Q ;cc _ z 0 0 cac cn ca cC z, u� z w `p ~ Lu = aa p �. w ; oC w w Q. LL;in s Q . LU = o ,zz Lj_ 0 z U)z _o 3 z i= 0 LU ~ a cn z aG W Q z r 0 w z; >w �za ..., W 11_ U O w 0 W r d: : W3C W z PRODUCT LINE ATLANTIC BEACH HERITAGE DUVAL COUNTY LOT BLOCK 0117 TBI NU BER M 0117` MODEL FRANKLIN ELEVATION NAME CLASSIC l aN w DRAWN BY J. PALM .M0. ,.. z .,. CHECKED _ < :. o z CKED BY Qc an Ln -0 ASSI�SC LE1 4_1 CL wcc ASPHALT SHINGLE M. GONZALE Z W oc _ .. SCALE cC z LU ROOF SYSTEM - - m Q > 22X34 -SCALE AS NOTED J Q '. 1 : — Vl. ; —.. r ] 1 1 \ \ 1 1 1 r ,. r,I 1 IL -._ II _ 1. �� i i i,: a 1 i t.......>; 1 1--;" 1 1 [ I W- I Levii j — I ----------------a F:---- a __tea_----"— II -- 1 � 1 PRODUCT LINE ATLANTIC BEACH HERITAGE DUVAL COUNTY LOT % BLOCK 0117 TBI NUMBER 0117 MODEL FRANKLIN ELEVATION NAME CLASSIC u, ---........ W W J J s_ ........... J i I 1 i �.. :... :.:; i . ' _ FIN. FLR. GCa _. c� a w O dl � m ice w O oc�z 5 Q- A5.2.18 ooc„ z w cC . , w z m FRCJNT ELE ATION l aN w DRAWN BY J. PALM .M0. ,.. z .,. CHECKED _ < :. o z CKED BY Qc an Ln -0 ASSI�SC LE1 4_1 CL wcc ASPHALT SHINGLE M. GONZALE Z W oc _ .. SCALE cC z LU ROOF SYSTEM - - m Q > 22X34 -SCALE AS NOTED J Q '. 1 : — Vl. ; —.. r ] 1 1 \ \ 1 1 1 r ,. r,I 1 IL -._ II _ 1. �� i i i,: a 1 i t.......>; 1 1--;" 1 1 [ I W- I Levii j — I ----------------a F:---- a __tea_----"— II -- 1 � 1 PRODUCT LINE ATLANTIC BEACH HERITAGE DUVAL COUNTY LOT % BLOCK 0117 TBI NUMBER 0117 MODEL FRANKLIN ELEVATION NAME CLASSIC TO BEST OF MY KNOW . t. LEDGE THE DESIGN DEPICTED ON , THIS E BCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO BEATED AT 1/300 PROVIDED THAT 40-50% OF THE REQUIRED ATION IS PROVIDED BY ROOF VENTILATORS LOCATED WITHIN 3'-0" RIDGE OR HIGH POINT (UNLESS CONFLICTS EXISTS) MEASURED ALLY, AND THE BALANCE OF THE REQUIRED VENTILATION BY EAVE NICE VENTS. 'o 0 �- 3 ROOF VENT CALCULATION ATTIC AREA (TOTAL: UNDER ROOF) 2456 DIVIDE BY CODE REQUIREMENT 300 MIN. NET FREE VENTILATING AREA REQUIRED 8 DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. August 17, 2016 OF F40 0) 011 Ole py tY 0 : r A5.2,18 : fn96730 s; � :0 a : G F T PL TH .` GT. - O RR z : ED,A ED -- PROVIDE RIDGE EVENT TOLL BROTHERS P.M. T0 V G S OL VERIFY LOCATIONS E : MUEL GONZ A : N ALEZ AI I x H -.F Ml* ... .. .. .. ... .. .............. . ....... : ................ . ..................... .............. --- .................. ............ . .................... . ............. Fmil ...._ ..........._ 96730 z In n PRODUCT LINE ATLANTICBEACH HERITAGE DUVAL COUNTY LOT/ BLOCK 0117 TBI NUMBER 0117 MODEL FRANKLIN ELEVATION NAME CLASSIC X, IG _E= = 1 .1 ILurl ri L Lr./ a/(' 1 -(ll 111.) iONKI I-�;� IN H' ��1 I 1 LU VJ O: _ u�rllVL. 1� V L V r V> O ROOFING PER , 0 _ ,L LU o a CONTRACT NTRACT TYP . cC- cC; I a. oz .Lm o co v : w: z y © .. .. � ( O ,� � � MM 12 - . : >- mw z W y 3' ; � r Jp J - w, H Jin W t Z Q oc PLT.. HGT. � AD w U3I z > z o .. . :. : , f 0 :- I 11 I I III II ( I II :: z In n PRODUCT LINE ATLANTICBEACH HERITAGE DUVAL COUNTY LOT/ BLOCK 0117 TBI NUMBER 0117 MODEL FRANKLIN ELEVATION NAME CLASSIC X, IG _E= = 1 .1 ILurl ri L Lr./ a/(' 1 -(ll 111.) iONKI I-�;� IN H' ��1 I 1 THE BEST OF KNOW TO MY LEDGETHE :DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM SODDING 'CODE IN EFFECT AS OF DATE OF CERTIRCATION BHDW. i August 17, 2016 0 F F O R 00000 �p 00'a I3 O „ C4 2x4 0 00 cc SUBFASC IA GONZALEZ, AIA w �c W- CU 2x6 FASCIA S -�. 1x6 FRIEZE EAM PER b e4M a. m .. >- a J SIDING ',; STRUCTURAL ,,, z oO V 1— 10 SCORED 00 V W h ♦ 000 rn � g , CAP- 1x12 TRIM te Ln 15A x z a O .�, p w � w z ,, 1x12 TRIM A � A it .: p L1J C) lul-u,l �� , O . .. IInn _ -n .� .T p z DRAWN BY A5;2.82 ` z o, Q Q CHECKED BY .. cn _ 22X34 = SCALE AS NOTED z.� W W c�G E•- I T� 1-0 - 1a SHEATHING ' iX6 HEAD H IT 4x4 LU o ' CL oC OVERHA G INSULATION AS Ac z W J _ RE U IRED � �, - �— WATFR RFSTSTTVF THE BEST OF KNOW TO MY LEDGETHE :DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM SODDING 'CODE IN EFFECT AS OF DATE OF CERTIRCATION BHDW. Q o� August 17, 2016 0 F F O R 00000 �p 00'a I3 E� s 730 0 00 V FR F A D MANUEL GONZALEZ, AIA w �c AR 96730 Mw A b e4M 14a z A 00 V W h ♦ 000 rn � g te Ln 15A x z a O .�, p w � w z 5.2. _ 82 A � A p , C) w LU _ -n .� .T DRAWN BY A5;2.82 ` J. PALM CHECKED BY Q p ,�, .� E– M. GONZALEZ SCALE 22X34 = SCALE AS NOTED w O A5.282 .. , Q o� 8.2 51/n , J w �c A t o z te Ln 15A .�, p w 5.2. _ 82 Ll.i CL , w LU _ -n .� .T 0 cc � ac O Z A5;2.82 ` iT „'t Q p ,�, .� E– SHINGLE w O A5.282 L' 4 TRIM H IT 4x4 TRIM 4 RIM B SIDING G ,I 1., 3 � 1 2 SUBFASCIA 1x4 TRIM , W z U] W F-- R2X4 Z W SHAKE SIDING 2X4 OUTLOOKER �� n 2 x4 O (� FLASHING 1/2" SHEATHING W z m W' FLASHING 1 X 2 CAP 2nd FIN. FLR --- _ n n 4X4 WOOD \ 0 J �•-� FIN. FCR. 2X4 LEDGER: . METAL DRIP = -� CD . POST ;, n n 4x4 POST. Q _ _ �n �i- . Z p w t/1 ., g FLOORJ 1 X 2 CAP ' CAP ABOVE. ' E. 'J W SYSTEM INT. EXT. .. 2x6 FASCIA e _ Z r. SX6TRIM 1 X 6 TRIM , W V N 2 x4 (n d m . 1 X BLOCKING N 1 X BLOCKING , A W ui z d CAULK as vo z � O -TRUSS LAYOUT NEEDED SIWId: SIDING _ _ s o M O W ,. A SHEET DATE 05/02/16 SHEET REVISION INFO SET REVISION V SION INFO LU z —,SHEET DES H TT CRIPTION - � I IT _ 1 � w _ cnwpz 4, .5 C7 LU O _ �KiY'�SERVICEEXTERIOR :.ELEVATION ON z 81 w iF _ SERVICE'C RT 0 DETAIL C R5 oCOURT DETAIL T_ T T � p T T. .: SCALE 1 0 SCALE 1 1 m0 • oc z DETAIL 5 A5.2�11 . . S WAIN T TRANSITIONA .2.1w SCO8 p Q O cn Qui - - z :p 2.1 SCALE 1 2 1 0 t7ut7Jz 5 8 ._., - J Q � PLAN VIEW .; ,. .. , w Q z O w �c A z .�, p w 8.1 , w LU ' LAR SIDING A5;2.82 ` iT Q p ,�, .� E– n A5.282 L' 4 TRIM H IT 4x4 TRIM 4 RIM p to � zo =0 1., 3 � 1 2 SUBFASCIA POST LAP D SI ING W F-- R2X4 Z W 2X4 OUTLOOKER z z O Z O 2X4 LEDGER: . METAL DRIP O ' .. 2x6 FASCIA N N , ZUj�., Q to�y �r vo -TRUSS LAYOUT _ s o M fi ZF— n .VES FFIf.. iX6 TRIM BOARD BY ENGINEER d- .............. .... :.......: .........: r _ C L -W W LLJ z :. ,. _ � .. r ,W V_ Z Q �..: W !L' 3 SIDING PER 1 0 , a fLEV noN OVERHAN : WO a cn cc p LU WALL PER _ 4Ix4N _ C? N 4 TRIM Cf i ' oc ,.., W?�' Q = L:L ,. PIAN - .POST _ I -- F-- z _ z owl n 4 TRIM ` A ,, B Z PRODUCT LINE ATLANTIC BEACH HERITAGE DUVAL COUNTY OU TY LOT / BLOCK 0117 TBI NUMBER 0117 MODEL FRANKLIN ELEVATION NAME CLASSIC �z. O oF „ pw _ SHEET NUMBER GABL SERVICE COURT DETAILBRA BRACKET amp. 6 E END s E- a Q oC n T ,I I M 11 Lr I Lr w _ _ _ _ SCALE _ 1 - -0 w m ui _ _ 1 _MR_ A i SCALE 1 2 1 0 SCALE 1 1 0 5 2 ,1 A5.2,`1 p8 z 1�A5.2.1 J 8 �5.2.8 -8 J JV ,,. LL 0J O O �-� SERIAL NUMBER by. p[ 1014.0 r STAIRS NOTE: 18 RISERS ;@ 7 5/8 16 TREADS @ 10" 1 LANDING ACTURAL STAIR RAISER TO BE VERIFIED BY CONTRACTOR IN FIELD i � z r w LOU >-m J w¢oo SEE SHEET A3.N FOR _ .. z= a W - 0 PRE ENGINEERED TRUSSES AT 24 A.C. INSULATION CATION S HED W N C ULE 0 (nW � DESIGN BY TRUSS MANUFACTURER" Z l J J fW Y ce r ky a m w, W z Z O , ,. MASTER BATH ..� I4 300 �,zzcn \\ WWz ®® \ =z V r LAUNDRY \\ �,., ,. co w z WclO fi en,.., W W (n .Qcn _ F z /. a o cry Iw 0 cn PRE-ENGINEERED GINEERED TRUSSES DESIGN BY TRUSS MANUFACTURER a �W z z 0 W g _ o �.Luvd V <LU BATH 3 V LU, t-, F-- o in O z .. _ O z z z ,� O , ,::., � UE BEDROOM 2 3 p cn <;, z z CT[1 R A (, F { TAI R S RAI G AND ND GUARD G RAILING G NOTE STAIR RAILING AND STAIR GUARD RAILING I SHALL BE CONSTRUCTED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION. IT MUST ALSO WITHSTAND A UNIFORM LOAD, NOT CONCURRENTLY WITH THE CONCENTRATED LOAD, OF 50 POUNDS PER LINEAR FOOT APPLIED ALONG THE RAIL IN ANY DIRECTION. 0 INTERMEDIATE RAILS AND POSTS (IN -FILL) SHALL WITHSTAND A HORIZONTAL LOAD POUNDS 0 ND U S APPLI ED AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY WITH OTHER LOADS. { :1 k4. .' 1" NOSING TYP. TP 0 OF LANDING r 0 WD. II \ E- � NAILER II d- \ �o THRUST I I 1\ .e x12 .: 2 STAIR _ BLOCK < I� 2x4 STUD 1-1 �TRINGER - I WALLS n _nTI: crnl ce e / TO THE BEST OF MYIOIOWLEDGE, THE fNIGN DEMOTED ON THIS DRAWING COh1 LIE$ WITH THE AFFLiCABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. August 17, 2016 OF Fto 0 M96730 000000 FRED ASG MANUEL GONZALEZ, AIA AR 96730 In L00 C14 00 Oo M U A w S o x z ' a C) O a ,A cl w ,z a A o 8 a O p 1 :fV DRAWN BY 1. PALM CHECKED BY M. GONZALEZ SCALE 22X34 = SCALE AS NOTED ,. PRODUCT UNE ATLANTIC BEACH CH HERITAG E DUVAL COUNTY LOT B LO K / C 0117 TBINUMBER UMBER 0117 MODEL FRANKLIN ELEVATION NAME CLASSIC I :1 k4. .' 1" NOSING TYP. TP 0 OF LANDING r 0 WD. II \ E- � NAILER II d- \ �o THRUST I I 1\ .e x12 .: 2 STAIR _ BLOCK < I� 2x4 STUD 1-1 �TRINGER - I WALLS n _nTI: crnl ce e / TO THE BEST OF MYIOIOWLEDGE, THE fNIGN DEMOTED ON THIS DRAWING COh1 LIE$ WITH THE AFFLiCABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. August 17, 2016 OF Fto 0 M96730 000000 FRED ASG MANUEL GONZALEZ, AIA AR 96730 In L00 C14 00 Oo M U A w S o x z ' a C) O a ,A cl w ,z a A o 8 a O p 1 :fV DRAWN BY 1. PALM CHECKED BY M. GONZALEZ SCALE 22X34 = SCALE AS NOTED ,. PRODUCT UNE ATLANTIC BEACH CH HERITAG E DUVAL COUNTY LOT B LO K / C 0117 TBINUMBER UMBER 0117 MODEL FRANKLIN ELEVATION NAME CLASSIC v ; , ............ ......... ........ u PRODUCT LINE ATLANTIC BEACH HERITAGE ERITAGE DUVAL COUNTY LOT / BLOCK 0117 TBI NUMBER 0117 MODEL FRANKLIN ELEVATION NAME CLASSIC Z z 0 _, 2 IRST FLOOR DIFF ER LAYOUT z U �c V) Lu SHEET. NUMBER m _ oc _ W — SCALE: 4 1 CLASSIC ., C 0 z W f- „o x o DIFFUSER LEGEND G M 1 W 1 8 o W d� W _Z cm SUPPLY RETURN EXHAUST . u -X UST fA N ...� J O !SC F- SERIAL NUMBER 0 1 14 0 G1C U O O FOR REFERENCE O R NCE ONLY r (n''`' ioC w; _z 4L cn. 0 w ,. ;� cn �a z w z w �--� W = p F- U Lu D UJ F-- Z O w E' o ,tA z : LL. Z 0a; z Zo cn z c3. o v z I W o r - d �o0� z ce Lu d: r z a w Lu 0 W w z d Lu W V z O _W - W a 0 .. cnC.2W �., W tLL� t— FILE COPY =;p PRODUCT LINE ATLANTIC BEACH HERITAGE ERITAGE DUVAL COUNTY LOT / BLOCK 0117 TBI NUMBER 0117 MODEL FRANKLIN ELEVATION NAME CLASSIC Z z 0 _, 2 IRST FLOOR DIFF ER LAYOUT z U �c V) Lu SHEET. NUMBER m _ oc _ W — SCALE: 4 1 CLASSIC ., C 0 z W f- „o x o DIFFUSER LEGEND G M 1 W 1 8 o W d� W _Z cm SUPPLY RETURN EXHAUST . u -X UST fA N ...� J O !SC F- SERIAL NUMBER 0 1 14 0 G1C U O O FOR REFERENCE O R NCE ONLY r TO THE. BEST OF MY WJOWLE _ . OGE, THE DESIGN DEMCIED ON TFBS. _ i DRAWING COMPLIES WITH THE AMJC4BIE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW.. s �.0 SHEET DATE 05/02/16 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SECOND FLOOR DIFFUSER LAYOUT PRODUCT LINE ATLANTIC BEACH HERITAGE DUVAL COUNTY LOT / BLOCK 0117 TBI NUMBER 0117 MODEL FRANKLIN ELEVATION NAME CLASSIC SHEET NUMBER M2.18 SERIAL NUMBER 1014.0 G August 17, 2016 G Rt� E A D a --i fV .A z o, �' cn oc 'W z C1 F L 0 MANU EL GONZALEZ AIA P� W CC sCn w O ,, cc m AR 96730 sa s. > _ t� N ,. U F- , 0 96 30 G� b VIP T SHEET DATE 05/02/16 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SECOND FLOOR DIFFUSER LAYOUT PRODUCT LINE ATLANTIC BEACH HERITAGE DUVAL COUNTY LOT / BLOCK 0117 TBI NUMBER 0117 MODEL FRANKLIN ELEVATION NAME CLASSIC SHEET NUMBER M2.18 SERIAL NUMBER 1014.0 Z G Rt� E A D .A z o, �' cn oc z Lu z MANU EL GONZALEZ AIA W CC sCn w O AR 96730 O a -m GC z _ OJ W J aL. SHEET DATE 05/02/16 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SECOND FLOOR DIFFUSER LAYOUT PRODUCT LINE ATLANTIC BEACH HERITAGE DUVAL COUNTY LOT / BLOCK 0117 TBI NUMBER 0117 MODEL FRANKLIN ELEVATION NAME CLASSIC SHEET NUMBER M2.18 SERIAL NUMBER 1014.0 -A. - - -- I J1W Q o s z ; cn o> ..... ...--- .. - - ..... -- ...... ...... ...................... .... ..... _ ....... . _ ......._ .... ..................... _.. .. ..... ... ...... �. :: STRUCTURED UCTU ED PANEL A.K.A. SMART BOX cn -EHE3 COMMUNICATIONS BOX, MEDIA BOX, HOME Lu z z f w DIRECTORY _rte F Q. L c� s o v oC Lu INT. 0 INTERCOM ,_ s w _ F- FOR REFERENCE ONLY.. My :o .so Lu cc z 0 z u- zo i z v, o z : o� ,3 IW�a Lu a. > wz i"- z •-4 w u_ u „p w� Lu a�o w W�� s. F`- o Z PRODUCT LINE ATLANTIC BEACH HERITAGE DUVAL COUNTY LOT BLOCK 0117 TBI NUMBER 0117 MODEL FRANKLIN ELEVATION NAME CLASSIC s Z I 1-a Z Lu m LU, z�. FIRST FLOOR E LECTI�LCAL LAYOUT _ .o f— n — '_ n - CLASSIC o � SCALE. 1[4 1 0 ac Lu W co ZFil J V MR Z _I W, V' 0 0 ,ti P-4 c.r F-- p n./ TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON no DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT ASOF DATE OF. CERTIFICATION BELOW. August 17, 2016 OF F4ll�- 01 � 0000 0 00 % AR 67300000000 00 RED A�' MANUEL GONZALEZ, AIA AR 96730 5urn 00 ll� Ln W a 00 M a a A 0 d g rr4l 00 V � W pO V �4 Em 0-4 a p 0 a A-� W Z a a,a x 0 O DRAWN BY J. PALM CHECKED BY M. GONZALEZ SCALE 22X34 = SCALE AS NOTED SHEET DATE 05/02/16 SHEET REVISION INFO SET REVISION INFO SHEETDESCRIPTION SECOND FLOOR ELECTRICAL LAYOUT PRODUCT LINE ATLANTIC BEACH' HERITAGE DUVAL COUNTY LOT / BLOCK 0117 TBI NUMBER 0117 MODEL FRANKLIN ELEVATION NAME CLASSIC SHEET NUMBER E2.18 SERIAL NUMBER 1014.0 e -i z :. N cn _ TIE-IN WITH WEATHER RESISTIV BARRIER. EXTERI0R SHEATHINGcc LU . z F F - f ; z o 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE cc N LAPS FOLD UP WEATHER ER FORM W G FLASHING TO 0 A BARRIER WITH LAS TER SHEDDING ,m -TAD.FLASHING TIE-IN MECHANICALLY FASTEN AS WEATHER FOLD UP WEATHERRESISTIVE BARRIER J N. STRUCTIONS. NECESSARY IN CORN ERS RESISTIV E RE SI TIVE BARRIER 2SCORE &FOLD WEATHER RESISTIVE BARRIER ABOVE TEMPORARILY THROUGH FLASHING BARRIER HEADER TO ALLOW FOR FLASHING INSTALLATION CUT FOLD UP &TEMPORARILY TEMPORARILY SECURE _ SECURE WEATHER RESISTIVETIVE 4. INSTALLHEAD FLASHING UNDER WEATHER RESISTIVE WEATHERBARRIER`ABOVEHE DER TO EXTERIOR BARRIER „ u RESISTIVE F R FLASHI G SHEATHING r BAR RIERu. INSTALLATION 5.FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD 6 vz n_ SIL PAN TA n�crcrTt[� iNCTAI P JCA1 Cl ACLTRI(I'I�LPCoFLAS INC D SEAL WITH TH W 2 1 2 FLASHING DO NOT FLASH OVER BOTTOM W 1 ..NAILING FLANGE o PATCH 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. 4. INSTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED` BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 'o Amo cn tz V) 0 w mui Z (ASSEMBLED -n WINDOW) R9673 cn 00000G cn z RE R D A z EXTERIOR R DOOR I FLASHING 2 1 2 FLASHING DO NOT FLASH OVER BOTTOM W 1 ..NAILING FLANGE o PATCH 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. 4. INSTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED` BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 'o Amo cn tz V) 0 w mui Z TOTHE .SM OF NT KNOWLEDGE, ow DGE, TME DESIGN oEPtcrEo ON THIS DRAWING COMPLIES WITH THE APPLICABLE MININUM BUD.DNNG CODE IN EFFECT AS OF DATE OF CEKnFICATION BELOW. W Q Q 0 � 0 0 C E L� R9673 0� 0 0 0 00000G z W to WJ NW RE R D A WATERPROOFING AT EXTERIOR R DOOR MANUEL GONZALEZ >AIA - AR 96730 - EXTERIOR O R W IND W i z c' 3 cn EXTERIOR OPENING OR BEAM DR�P ETATL DRIP DETAIL L4ocm ti z M ET 5 EX_ 6HEAD E_HEAD ; CIS a H O_ O 05 LU �P�3N.T.S. EXT _ D 3 - N.T. (EXT -6), S. ( ) o D 3 EXT.. , N.T.S. ( 7 A w z v z w z o IM INN to Lu N Luiz n a C:) a C7 �, z V W A w A w a z Q Lu p Q :. _ z= 0 �I z r J Q W. GRIFFIN CHECKED BY II <W _cn z z S. LEE SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE W'z W;y • w, ae W [ ,V CC _ Q, z s U) W, ;�z O L.. z O a w�� cn z �O z cn- z z O ,o o Q cn O GG u en W 0 �- L ; w0Z u u- Z < (9 W W u— { Q G. QG cn V, ,__, :. W Lj TOTHE .SM OF NT KNOWLEDGE, ow DGE, TME DESIGN oEPtcrEo ON THIS DRAWING COMPLIES WITH THE APPLICABLE MININUM BUD.DNNG CODE IN EFFECT AS OF DATE OF CEKnFICATION BELOW. OF � F401 � O P l 0 Q � 0 0 C E L� R9673 0� 0 0 0 00000G RE R D A MANUEL GONZALEZ >AIA - AR 96730 - 4 M CIS a H o A w ° N o IM INN to n a C:) a t-+ A w A w DRAWN BY W. GRIFFIN CHECKED BY S. LEE SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION STANDARD NOTES &DETAILS PROJECT NAME' LOT BLOCK TBI NUMBER MODEL ALL ELEVATION NAME ALL PER CONTRACT. (CONTRACTOR T ROOFING PER CONTRACT: ON 2 ROOFING (C 0 0 ,I O - PROVIDE PRODUCT APPROVAL FOR ROOFING 7/1.6 SHEATHING (CONTRACTOR TO PROVIDE PRODUCT SYSTEM) APPROVAL FOR ROOFING SYSTEM) SEE PLANALL ROOFING UNDERLAYMENT TO BE ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUMEN SEE PLAN SELF -ADHERING POLYMER'MODIFIED :BITUMEN SHEET TO COMPLY WITH ASTM D 1970 SHEET TO COMPLY WITH ASTM D:1970 r- ..-- PRE-ENGINEERED. WD TRUSS, 241 t O.C. 2X6W/2 DIA, INSULATION BLOCK ROUND VENT @ _24" O.C. �LPA, OF Foo - 2X4 SUBFASCIA METAL DRIP METAL DRIP EDGE o A, EDGE 1X4 FASCIA 1X6 FASCIA INSULATION CEILING INSULATION CEILING IN ED ASG (SEE ENERGY CALCS.) (SEE ENERGY CALCS. ) 2X6 RAFTER TAIL ff @ 24 O.C. MANUEL GONZALEZ, AR 96730 VENTED SOFFIT W/3 II II 1 2 RIGID GYP. BD. 1 2 RIGID GYP. BD. ff—./� / DIAM. VENTS @ 48 DBL. 2x SYP. WD. 0. C., TYP. DBL. 2x SYP. WD. 38 II 00ll� TOP PLATE k m TO _ W P PLATE z, J CEMENTITIOUS 14 J 2x SYP. #2 WD. STUDS US 2x SYP. #2 WD.' STUDS SOFFIT S OVERHANG , i 1 O FINISH MATERIAL @ 16 O.C. TYP. , 1 :C. TYP. W ; 6 0 PER ELEVATION 0 z WALL INSULATION FINISH REFER T 0 _. W a WALL INSULATION 0 ws m MATERIAL PER ELEV. FORR (SEE ENERGY CA LCS5EE ENERG L S - O LEVATION E- E VERHAN G 2x SYP. #2 WD. ca z HEADERR UJ 2x SYP. #2 WD. HEADER 0 o SEE SCHEDULESEE SCHEDULE o SCHEDULED WINDOW - SCHEDULED WINDOW O 0 W ' 0> oc ,zn (SEE FLOOR PLAN (SEE FLOOR PLAN ) :j W o WINDOW ATTACHMENT WINDOW ATTACHM ENT .A T COMPLI N W FBC R COMPLIANT W/ FBC R n 0 z 2x SYP. #2 WD. STUDS. 2x SYP. #2 WD. STUDS @ 0 I " s W. TYP TYP. 6 OC 16 OC , I ¢ v � w cG w `, z WALL INSULATION WALL INSULATION SU NSULA ION. 0 EEE Y CAL EEE Y cc a to S ENERGY CS S ENERGY CALLS L w EXTERI R STRUCTURAL EXTERIOR STRUCTURAL �o �_Qx ?- °-; n SHEATHING AS REQUIRED CONNECT WALL PER SHEATHING AS REQUIRED CONNECT WALL PER z BY FRAMING DETAILS � z BY FRAMING DETAILS FRAMING DETAILS. FRAMING DETAILS UJ Cr ,,_, o _ o 2x SILL PLATE FINISHED BASE MOULDING 2x SILL PLAT E FINISHED BASE MOULDING �- J J z O 3/411 GYPCRETE (OPTIONAL) 3/4 GYPCRETE (OPTIONAL) TOP OF TOP OF w 0 BARRIER WATER RESISTANT BARRIER WATER RESISTANTBA 4 I �-3 T K, T&G SUBFLOOR ` 4 THK. T G S BFLO R c� w FLOOR FLOOR o , RED 2 LAYERS REQUIRED) J 2 LAYERS REQUIRED) ( Q ) i ( Q o - m TRUSS TRUSS P POLYETHYLENE HOUSE RAP cc ; r -I POLYETHYLENE HOUSE WRAP 0 OUS W wo A EQUAL SYSTEM OR APPROVED E U L SYSTEM OR APPROVEDU .z_Q Q, cjc v ,.,. F PER CONTRACT. NRA o ROOFING CONTRAC (CONTRACTOR TO _ . _ ROOFING PER CONTRACT, ON 2 aC a 0 11 O FASTENED 2x RIBBON FASTENED 2x RIBBON FAST PROVIDE PRODUCT APPROVAL FOR ROOFING cn 7 16 SHEATHING w ; z i.; waC TO FLOOR TRUSSES T FLOOR TRUSSES S CONTRACTOR TO PROVIDE PRODUCT SYSTEM �I w PER TUSSEN INFER PER TRUSS ENGINEEREERAPPROVAL FORROOFINGSYSTEM SEE PLAN :z �L�CI4fING UNDERLAYMENT TO BE E P i 0 SEE LAN T BE SE WAIN T TRANSITI N ROOFING UNDERLAYMENT 0 WAINSCOT/TRANSITION LFA HERIN P LYMER MODIFIED BIT MEN SCO 0 o,z ALL R00 U WAINSCO / D G 0 U WAINSCOT/ TRANSITION - BI_ MEN- RING `P LYMER MODIFIED TU SHE T T WITH ASTM D 7 SELF ADHE 0 � 0 COMPLY 19 0 Lu Q ru f Zx RIBBON FASTENED BATT 2x RIBBON FASTENED_ _ BATT Lu�LSHEET TO COMPLY WITH ASTM>D 19 0 n d E INSULATION REQUIRED TO FLOOR TRUSSES INSULATION REQUIRED TO FLOOR TRUSSES Q PRE N�INEERED WD TRUSS 24 O.C. Q O II PER TRUSS ENGINEER AT GARAGE SEE PER TRUSS ENGINEER AT GARAGE SEE 2 X 6 W 2 DIA. � ( INSULATION BLOCK _ m ENERGY' CALCS - ENERGY CALCS ., ND VENT. ) ) x. ROU @ , J " PRE-ENGINEERED JPRE-ENGINEERED , PRE ENGINEERED WOOD FLOOR WOOD FLOOR J 4 2 O.C.0C 24 ,.. X U CIA 0 ¢ S TRUSSES VERIFY W TRUSS TRUSSES VERIFY W TRUSS o,,= / RIGID GYP. BOARD ( / 1 2 RIGID GYP. IN N .METAL DRIP ( 12 G G 0 G BOARD LD 'MET RIPENGINEERF w ENGINEER FOR TRUSS LAYOUT A OR TRUSS LAYOUT 0 i '7 �� �� ►� o EDGE • J o 1 2 GYPSUM 1 Z GYPSUM v TI FILING INSULATION FILING INSULATION C C FA T , 1 SC FA CIA 6 A 1X4 S X_ : cn` WALLB AR N nc WALLBOARD ON STUDSLBOARD 0 STUDS i UJ L 2x SYP. WD. TOP PLA DBL. 2x SYP. WD. TOP PLATE DBL. 0 �E SEE ENERGY CALCS. SEE ENERGY CALLS. a INSULATION W/ WALL INSULATION o RAFTER TAIL W/ WALL I SU 0 2X6 E A (SEE ENERGY CAL `1I EEENERGY C LCS CS cac.. ENTED SO`F-FIT ) Oz B'. (V W3 1 2 RIGID GYP. D RIGID GYP. 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SIZE E Y (PROVIDED BY ED BY OVIDED BY PROVIDPROTOOHERS) HERS)w THERS OTHERS _ FILE' COPY W ui m EXTERIOR WALL EXTERIOR WALL >•- W H c z _ CCS s F– . ,. 3 STS4TWO—STORY 4 WALL SECTION �C t; 2 3WO—STORYECTION WITH WINDOWWALL E TI N WITH WINDOW 0W mW Z V _ n If r n n r Tr rr f D 7 r—r _ _ D 7 _ �� - D% D7 _ ALE. 4 1 _ _ SC 3 0 � ALE... 4 1 0 / SCALE, 3 4 1 0 z J SCALE 3 4 1 0 SC 3 w / / DRAWINGCOMPIIES WITH THE APPLICABLE KNIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. �LPA, OF Foo p 0� o AR96730 ED ASG MANUEL GONZALEZ, AR 96730 AIA 00ll� 00 cl' N r 000 N M a. d w a $ w c� a a g A O � U w , 0 • N 4 x O � r� a 505 a O a A w Z A A a w x d a a A o_ 1.-I ,x O� v Ema rs, 11 r,am DRAWN' BY W. GRIFFIN CHECKED BY S. LEE SCALE 22X34= SCALE. AS NOTED 11X17 = 1/2 NOTED SCALE TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS SHEET DATE SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION STANDARD NOTES &DETAILS PROJECT NAME LOT/BLOCK TBI NUMBER MODEL ALL ELEVATION NAME ALL SHEET NUMBER D7 LLJ moo ERIAL NUMBER 1 .; 014.0 e, t CD A .4 SET MIRROR 3 FROM SET MIRROR 311 - 11 - .A _ TY MIRROR VANI 5 FROM IDE CORNER DRYER VENT TYPICAL END OFF BACK SPLASH 0 S CON ( GAS PIPE TYPICAL x 0 FOR GAS DRYER ONLY co . cG _ to 11-211 L M g Icz N : 11, 0 x I I COUNTERTOPS O �G DRYER VENT (TYPICAL) ccv _ I I x cC Q f t–t I 11 m _ GAS PIPE TYPICAL 36 HIGH X ( w I Lu r= _ - I M i-- FOR GAS DRYER ONLY _ RR R VANITY MI 0 - w g 5 0 I . �o .. 11 OUTLET BOX I m .. LL. OU _1 4 MIRROR _ I z DRYER VENT BOX CENTER SIDEWAYS ATTACH PER MFR. . z z IN T o S R CTI NS PLASH U 0 t...t IN BACKS ,� ,. D 0' DD . 1-2 RECESS cc / EC 5S O � DRYER NT z Lu FOR MIRROR , Y E BOX. x 0 ATTACH PERF F1Lu PERMFR. oC 40 INSTRUCTIONS 0 t S UCTIONS w _ ,. L cc 2 4 HALF WALL - a M 0 X ,Y 0 ORKTOWN T. SILL PLATE m ry P.T.t SILL PLATE. i J M Lu TRIM. IF SLAB ON .:...GRADE o MM MIRROR ,-1 IFSLAB J ( ) ON GRADE) ) u. El D- F– w o CABINET a Q CATION INSTRUCTIONS: z VANITY MIRROR INSTAL ww<Q xco REMOVABLE C PS TO LD WITH PEDESTAL IRR R TO BE GLUED TO WALL AND SET WITH HO SECURELY IN PLACE. 0 1.M 0 w An 0_ N ADJACENT ANGLED W _LLS BUTT MIRRORS TIGHT AT LNSIDE NOTE,. 2. AT BATHROOMS WITH MIRRORS 0 � z x >r 1. DRYER VENT BOX T HAVE NOT INSTA E 0 "KNOCK OUTS FOR TOP 0 LLcD ATI SIDE CORNERS.) RS. ¢ ER. YORKTOWNE TRIM MM MIRROR' WILL N N 0 E CORN 0 o BOTTOM OR REAR VENT LOCATIONS. : � ED IF NOTE. BRACKETS REQUIRED Q w �.,....J��n> 3. UPON INSTALLATION OF WOOD TRIM REMOVEREMOVABLE CLIPS VERIFY MIRRORIS GLUEDED w.z COUNTERTOP CANTILEVERS 0 BEFORE ALL CLIPS) AND INSTALL WOOD0D TRIM AT PERIMETER. W00 TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUMM rll LENGTHS PER MANUFACTURER'S SPECIFICATIONS w o HAND INSIDE WALL CORNERS.. 1 +/ FROM TOP OF BACK SPLASH 0 z H x _ DRYERVENT BOX FOR R DRYER ONLYTER BATH MIRROR WOOD TRIM, DETAIL(iNT3wQO KITCHEN HALF WALL DETAILINT_1 M w 0 W n 1 n z — _ I - 11 1 11 NT1_ 1 INT-3 =ALE: 1 2 0 SC 1 IF INT 1 ( ) D$ - _ o, SCALE: 1/2 1' 0 SCALE. 1/2 - 1 0 ( ) cca cc Z Lu 0 a TIL R: STONE N 1 2 COMPARE` EO S 0 0 / z HARDI BACKER BOARD _ MANUFACTURER'S z : 0 .W_ , — v a - 3 DIM OF TUB & � OVER / EXT. PLYWOOD I7 4 i �.. PUMP L o TOLL APPROVED TILE BACKER REFER CATION 0 ON 2X4 FRAMING. W -4 TO CONTRACT SPECIFICATIONS) xz¢ o _ 0 LL. c� WALL TILE , VARIES SEE PLANS a I �- REFER TO FLOOR PLAN ; . O ,10 r O VARIES BY MODEL EN - .. 2X BLOCKING BETWEEN 1 ROW OF - , ' � a _ , TILE cc v,z STUDS (3 WALLS) 2X4@ 16it O.C. cc z ui COHELF ce Wu VINYL LINER 3 WALLS EXTENDED 5 71 UP WALLS oc 1 CERAMIC CORNER o - 2X4 LEDGER 100/S cc o ...FLOOR TLE O ILICONE SEALANT BETWEEN IL BACKER AND WET BES o w w TILE �— _ x x DROP IN TUB x a_ � ,. t ry ry I 2 SHOWER DRAIN.. w w �. w ,.L - --- 2X4 CRIPPLES �c z FLOOR TILE Ji c J LU 2-2X4­THRESHOLDo0 o ¢ I _ k _cn u, .. .. . • • - .. . � . TILE AT D00 Lu 2X4 TO BE P.T. SUPPORT UNDER _3r► 4 2 _ r FR- U< W CONC. MANUFACTURERS. w t-, ,.. a ADJUSTABLE JUSTABLE GAUGE _ COAT WETBED SHOWERDRAIN PLAN h I ROP INTUB DETAILLINERSET IN SEALANT Do FR 33 W-oaFLANGE OVER ROOFING FELTSHOWER DRAIN , ....Q . ; ,".' ` . it „•,,, 1 _ 11 1- �.: NOTE. D8 1 z SCALE. 3/.4 - 1 0 FR -33 _ w cn ( ) © u M cn o BLE SHELVES WILL E BY MODEL AS ;. NOTE. 3/4 X 9 RADIUS MAR EXACT SIZE AND SHAPE VAIR S z � SHOWER ` LEVATION cn ?BL BE USED IN LIEU OF CERAMIC WHEN MARBLE/ WELL AS PLUMBING ACCESORIES. REFER TO P � w z � m - u., MARBLE TILE OPTIONS ARE SELECTED. ARCHITECTURAL PLANS BY MODEL. o J: -+ w >1 Lu OF 10 dCaA ;. , 't G � cn , � O ER H ELF LOCATION I w _ OW QQ�� I /� CYAN DARD cn � - SHOWER OC CURB"O N FRAMED FLOOR INT 5 J END POST TIED INTO FLOOR o x INT 4 _ P� i w Z :�.. !4 � , Q, F - t , x,_ I JOIST BELOW EXTEND TO cc 11 _ 1 it -4 DB 1 - 1- a►, (INT 5) ; , � � > DB _ _ (INT -4) SCALE. 1 2 - 1 z � 'L ¢ E_ m SCALE: 3/4 1 0 / N.\ ac ..:, BOTTOM OF FLOOR JOISTS.. '�. C� cC'' w z t• 5, :, z O' > END POST TO PENETRATE W w EnLU/ Q / / oG_ ,. SUB FLOOR. I . / y pC QLu Lu in LU W �c o / \ / / z , s Z w IM p (/� oC LL! , NAILS P TY FLOOR TRUSS. , M U3z Q • wLLz W cn w W TO THE BEST OF MY IWO EDESIGN. WIEDGE, THE CEFICfID ON 7FBS DRAWING COMPLIES WTTN THE APM]CABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. oW z rF, SUbs LUUK. 1 000 000 R co 0E 0 4 0 ..�I. €,T 0 w cn U)WQz 0 R96730 �000���0 ti l ca W o zz Ed EBLOCKLNG. FACE NAIL END POST TO MANU L GON A E Z LEZ AIA AR 96730 11 w p : ; 2x BLOCKING BETWEEN r 00 N 00 Nry /. w w ► > a cd a i FLOOR TRUSS AGAINST �/ �/ / H o CAIn Df1CT A O � 00 1A O w EnLU/ Q / / oG_ ,. SUB FLOOR. I . / y pC QLu Lu in LU W �c o / \ / / z , s Z w IM p (/� oC LL! , NAILS P TY FLOOR TRUSS. , M U3z Q • wLLz W cn w W TO THE BEST OF MY IWO EDESIGN. WIEDGE, THE CEFICfID ON 7FBS DRAWING COMPLIES WTTN THE APM]CABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. F F O 4 1 000 000 R co 0E 0 4 0 ..�I. €,T 0 0 R96730 �000���0 ti G RF Fz D P MANU L GON A E Z LEZ AIA AR 96730 11 000' r 00 N 00 Nry w �a a cd a a H H o A O � 00 1A O (u U, w Ob N IM -� q `, O 2 Im t� xcn O a a ~ AC)z A W A .. a �, O: a a A o a w a.l DRAWN BY W. GRIFFIN CHECKED BY S. LEE SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE PROJECT NAME LOT/BLOCK TBI NUMBER MODEL ALL ELEVATION NAME ALL