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1601 ATLANTIC BEACH DR - -� W Ll W W W ... W W t` a "Rio .:r o a u w ww ,' a „� rr A7 6:12 Ilkd > Z .V r •_aa '°�f4 L1 2 A9 ODD SPACE I 8" DEEP 2 1 1/8' 8' X1 H �' A10 X FASTEN EACH W END w/HTS16 K1 y Z Z M Al2 (2)2x4 POST Kl A14 Nt �, � �. Q � .--. -- A16 E , A18 0 O A20 (2)HTS16 L1� E 7 1 1/8 _ ODD SPACE ... ... x6 R OF I-- c AFTE S (9pH �;• t m m m w a ,. U " -- -FG HHU 26-2 p F�- US26 N aof A. ti N 4,� 0 C. G Q i HUS FT2 p fi t1IIUS26 = B 1 z HPs26 uszs Hus26 FT3 T4 EJ6 uszs Q HHUS46 F EJ6 2 B3 HHusas ` (9EJ6 50.1 .. US26 1 ' B4 -_ ___, HHUS46 ✓� (j GAG HUS26 5 Sasw, > r,--) I Ln B6 H o u••� 67 s m m Q 2 _ . C) ad rq HTS15 + 1 V) G M Q CO v N v ODD SPACE 2 .� �% Q -� 4-- - V i 4-- d o �- n u d HIJS26 � I 1/8..2 �...-. , J H S26 ., - 50.0 F Q Q a 00 i I � J Q N N H Sts 2 Q Q Q Q Q N J cxy (7 C9 (D (9 C7 ✓ o_ c� "r 3:12 ry 2 ,. Q Q Q H S26 Q �l Q ... O J i u 1 1 ILL ILu i;. - ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Q Q a / q H szs tui u- ILL ILL ILL LL � J1 t == HIIS26 ��r L—�—TT— , e OSB WALL SHEATHING yx ✓''`" `w f it �\ ii k� H szs - PER DETAIL 5E/So.1 TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES 50.0 i; J� iLWD .. 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING =a : WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600 JX SCREW UNLESS OTHERWISE NOTED 2 TRUS / ROOF RAFTER NOTES: STRAPPING NOTES PARTIAL ROOF N D FLOOR- TRUSS LOORTRUSS PLAN PARTIAL ROOF TRUSS PLAN \ TRUSS AG 2—PLY 9.25" 1.9E LVL, AS SHOWN ON PLAN LLJ z HTS16 U `n (2)2x8 SPF#2 FASTEN TO SIDE OF LL-1 r \ TRUSS FOR 2—PLY 9.25" LVL TO BEAR ON. FASTEN FIRST 2x8 TO TRUSS AG w/ (2) ROWS Q (-- p OF 10d @ 3" O.C.. THEN FASTEN 2ND Q O 2x8 w/ (2) ROWS OF 10d @ 3" O.C. ¢ v�• d, ------- ----- -PLATE HEIGHT: 12'-0" 0 p O O - = SK-7 u o 0 -. --------- --- -------------------PLATE HEIGHT: 10'-0" n o HTS16 5.25x7 1.8E PARALLAM PSL POST ADDITIONAL FRAMING ON TRUSS AG TO CARRY LVL ' TRUSS AG ar N M 2—PLY 9.25" 1.9E LVL, v) c M AS SHOWN ON PLAN .� Q x U 0 LL. V, ( 0 � FILL COPY V ON 00 O N ^-? cv ¢ ---------------------PLATE HEIGHT: 12'-0,. r;4ti u.__< �u. X N U HTS16 t7ra �r\,— .__j Q (2)2x8 SPF#2 FASTEN TO SIDE OF PLATE HEIGHT: 10'-0" j'raS1�1t11U791118!//)/itP/�/'I 11 TRUSS FOR 2—PLY 9.25" LVL TO BEAR ON. „> FAST N FIRST 2x8 TO TRUSS AG w 2 ROWS >''� � OF 10d @ 3” O.C.. THEN FASTEN 2ND �`✓;'°"���' `+�° �"" 2x8 w/ (2) ROWS OF 10d @ 3" O.C. 3311 HTS16 S ' 7E OF 5.25X7 1.8E ®aa 0 R i®°p+• �t�� PARALLAM PSLCIS, }` POST >'��>�''/O/rNeA�cL+i�ei+ ''r4`,yr. 1/SK-7: SECTION @ TRUSS AG U TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS x .,, ll2ICOMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. ILE a Alli, 0'8 7014 p f W Amok _ C7 Co d J OU p O M® ARON P. BARLEY, AIA AR 94562 Z LL_ O � Z z zc�nL 0 m:CY U) LU H ■ oC Z 0 m00 rn ■ o r LIST OF DRAWINGS RAPHICS ABBREVIATIONS W -'t M 0o tV o F- PARTIAL SECTION INTERIOR ELEVATION # NUMBER FIN. FLR, FINISH FLOOR P.S.I. POUNDS PER a a a a o w C3- L z C1 Cover Sheet - Index of Drawings _ DETAIL NUMBER _ DETAIL NUMBER & AND FLR. FLOOR SQUARE INCH ■ m ___ DRAWING NUMBER ___ DRAWING NUMBER = EQUAL FND. 'FOUNDATION PSL PARALLEL STRAND o W O GENERAL NOTES @ AT F.P. SFIREPLACE LUMBER A w o Z o GN1 General Notes BUILDING SECTION DETAIL CALL-OUT A/C AIR CONDITIONING FRT. 00 FRONT P.R. POWDER ROOM ■ o ABV. ABOVE FT. FEET P.T. PRESSURE TREATED w CS ■ ¢ z DETAIL NUMBER _ DETAIL NUMBER ADJ. ADJUSTABLE FTG. o o - FOOTING PT. LD. POINT LOAD � o SALES CENTER PLANS ----- ___ DRAWING NUMBER A.F. ABOVE FLOOR F.O.M. FACE OF MASONRY PWD. POWDER Z ZS J W z _ _ ___ DRAWING NUMBER O > O _ A.F.F. ABOVE FINISHED FLOOR PLW. PLYWOOD w ■ > w SO-1 Sales Office Plan Layouts o ,� AHU AIR HANDLER UNIT GAL 'GALLON w a z SO-2 Sales Office Plan Layouts ,,JF'-CEILING HEIGHT CHANGE ALT. ALTERNATE G.A. ,GAUGE R RISER a O o SO-3 Sales Office Plan Layouts ALUM. ALUMINUM GD GARAGE DOOR RA RETURN AIR W o SO-4 Sales Office Interior Elevations CENTER LINE 5` GFI GROUND FAULT RAD. RADIUS w z A B.B.Q. BARBECUE REF. REFRIGERATOR Q L) o a SO-D Sales Office Details ELEVATION MARKER ® SPANISH TILE BD. BOARD INTERRUPTER a cn oc GL �� GLASS REINF. REINFORCING � A W a w °C z B.F.F. BELOW FINISH FLOOR O � o SHAKE SIDING _ a x a SLAB RECESS G.W.B. ' GYPS W RM. � - BOTT. B0� UM ALL BOARD ROOM cn - ":� BOTTOM ,. A w z z %! tel/ ® SIDING BR. BRICK R.O. ROUGH OPENING x O LU 0 _ ¢ � H HIGH RQD• REQUIRED � � � 0 0 0 FRAME BEARING WALL BRICK BKFST. BREAKFAST HB HOSE BIBB R & SH ROD & SHELF a' ■ CALC. CALCULATIONS LU U_ J HD. /HDR. HEADER R.W.C. RAIN WATER CHANNEL F-- z J INTERIOR WALL (NONBEARING) STUCCO FINISH ■ o C.J. CONTROL JOINT HGT. / HT. HEIGHT O ® CMU MASONRY WALL t. „__„__,= EARTH CL CENTER LINE HORIZ. HORIZONTAL SF/SQ.FT. SQUARE FEET 0 0 ® GABLE END WALL f INSULATION CLG CEILING SGL SINGLE m T INSUL INSULATION SHT. SHEET CMU CONCRETE MASONRY UNIT LU Ce z ® FRAMED KNEEWALL DECORATIVE,STONE C.O. CLEAN OUT INT. .,,INTERIOR SH. SHELF Ce zO i 0 DROPPED SOFFIT . PRE-CAST LINTEL/ HEADER LU COMP. COMPRESSOR I.L.O. .IN LIEU OF SL. SLIDER p ac COL. COLUMN SHWR. SHOWER ¢ oC ��, : DRAWN BY SPECS SPE 1 C SPECIFICATIONS w ONC. CONCRETE =KS. �. KNEE SPACE S.P.F. SPRUCE PINE FIR D. KRAMER U_ o d CONT. CONTINUOUS L LONG SPRG. PT. SPRING POINT CHECKED BY V � �'` DB. DOOR BELL LAV ''LAVATORY ;. STD. STANDARD S. VANCLEAVE �LAUNDRY STL. STEEL DBL. DOUBLE W w DR = a 1. Z W ice � � ..� LIN_ �� ;; ;LINEN STOR. STORAGE SCALE DR.& SH. DOUBLE ROD AND SHELF "" &LT ! AUNDRY TUB m a > 43:=�. DECO. DECORATIVE AS NOTED o O ' DET. DETAIL T TOP M.B. ,MASTER BATH T&G TONGUE & GROOVE ~ wc=i� s :, DIA. DIAMETER MAX AXIMUM TEMP. TE LL � MPERED o O , _ DIM. DIMENSION .. : .. M.C. MEDICINE CABINET THK. THICK SHEET DATE J ODOWN py; E RT.O.w N 3 4� .i 'Tnkan L ::da1``i.I6 �Y .w 3 '�... :q;�, ..Y, - 5, S S r Mt=n g i „� � ��ti����.a"���I��,�.,,�,.� � " .-,bR• DOOR ,MFR. � MANUFACTURER T 0 TOP OF 7-18-14 MIL. MILLIMETER T•O.B.B. TOP OF BOND BEAM o O z DS. DOWNSPOUT MIN. ,MINIMUM TR. TREAD SHEET REVISION INFO D.S.S. DENSE SELECT STRUCTURAL . >' O MIRROR TRAN. TRANSOM T DW DISHWASHER <MIRRMLDG. MOLDING TYP. TYPICAL a LU U 2 m �-- w DWG DRAWING MT'H MILES PER ETAL THRESHOLD UC a E EGRESS U.N.O• UNDER COUNTER m w E.E. EACH END UNLESS NOTED C° JN.T.S. NOT TO SCALE OTHERWISE o J E.W. EACH WAY LU w EL. ELEVATION O.A. OVERALL V.B. VAPOR BARRIER SET REVISION INFO ELECTRICAL o J z ELEC. O.C. ON CENTER VERT VERTICAL U F- ENCL. ENCLOSURE ENGINEERED °C ENG. 0 H OVERHEAD V.T.R. VENT THROUGH ROOF z Ce > Co EQUIP EQUIPMENT OPT. OPTION(AL) O 3: mO EXT. 0PNG. -OPENING W WIDE z o= EXTERIOR OSB ORIENTED STRAND BOARD W/ WITH w z u' y W.C. WATER CLOSET SHEET DESCRIPTION V) w o z PED. PEDESTAL SINK WD. WOOD z LU 0 w POLY OSE F. POLYVINYL PER WDW' WINDOW W.I.C. WALK-IN CLOSET COVER oa w zo SQUARE FOOT WP GFI WATERPROOF GFI SHEET W > U HOUSE ELEVATION ABBREVIATIONS W.W.M. WELDED WIRE MESH z z= o DESIGN CRITERIA W.W.F. WELDED WIRE FABRIC Cn � J ¢ ABBREVIATION FULL NAME ELEVATIQN CODE U.Jin V) Z TWO STORY - FRAME SINGLE FAMILY RESIDENCE - GROUP R3 MAN. MANOR 03 PROJECT NAME w o WIL. WILLIAMSBURG 07 C:) W Z W BUILDING TYPE: V - B PRO. PROVINCIAL 08 ATLANTIC BEACH DESIGN BASED ON 2010 RESIDENTIAL F.B.:C.± RISK CATEGORY: II CHA• CHATEAU 09 AMBASSADOR VER. VERSAILLES 10 U CX LU LU F.B.C. RESIDENTIAL 20.10 WIND DESIGN BASED ON ASCE 7 cLA• CLASSIC 18 Suva L COUNTY z o W .. MED. MEDITERRANEAN 19 = o F.B.C. MECHANICAL 2010 ULTIMATE DESIGN WIND SPEED = 130 MPH TRA. TRADITIONAL _ 20 LOT/BLOCK 001 zzz � C) F.B.C. P UMBING 2010 NOMINAL DESIGN WIND,SPEED = 101 MPH cou. COUNTRY MANOR 21 z s F.B.C. E ERGY CONSERVATION HER. HERITAGE 22 TBI NUMBER 001 15 ATION 2010 EXPOSURE - C CMN. CIMMARON 28 MODEL ¢ o F.B.C. F EL GAS 2010 MSN. MISSION 30 ENCLOSED BUILDING cF-� CRAFTSMAN 31 CATALINA Z � ' F.B.C. ACCESSIBILITY 2010 A o z INTERNAL PRESSURE COEF. +. 18/-. 18 sCL. SPANISH COLONIAL 32 ELEVATION w o � � W N.E.C. ELECTRICAL 2008 s_ BOR. BORDEAUX 33 NAME W o FOR WINDOWS & DOORS SEE FLOOR N.F.P. 1 O 2�12 BRO. BROUGHAM 39 ALL N w PLAN FOR ACTUAL PRESSURES REN. RE W RENAISSANCE � 40 o ¢ _ ASCE 7-10 MINIMUM DE-SIGN LOADS THIS DRAWING AND DESIGN IS VALID z= z ~o t VIE. VIB[`!NA 41 tn - Z IS RULES & REGULATIONS ` TUS. TU59CAN y 44 FOR 12 M 0 NTH S AFTE R TH E DATE IT CLS. cA�als Uj z SHEET NUMBER Q o z w J IS SIGNED AND SEALED OR WHILE ITV. 46 Q ITALIAN VILLA 58 CURRENT CODE IS VALID =s sHN. SHINGLE � _ o INGLE 62 -v � r1r ][I 1E CA rAl INA SAI 1E S IN401) ]E I uL pzm � s`. PBC. PALM BEACH " 80 z __js CRB. CARIBBEAN 81 w J U- < 000 CST. COASTAL 82 J ERIAL NUMBER 1010.0 TERMITE SPECIFICATIONS: 5. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WIND BORNE DEBRIS'REGION TOTHE AWINGCOF MY MPLIESWITH THKNOWLEDGE,THE OEBIGNNIMUMEUILINI9 DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING WITH SPECIFIED LOADS AND GOVERNING CODES . SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS EXTERIOR OPENINGS WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE CODE pl EFFECT AS OF DATE OF CERTIFICATION BELOW. U SECTION R318 PROTECTION AGAINST TERMITES AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, SHALL BE PROTECTED WITH WINDOWS DOORS OR SHUTTERS WHICH HAVE RECEIVED AMIAMI-DADE N TERMITE PROTECTION SHALL BE PROVIDED BY REGISTE ED TERMITICIDES, INCLUDING SOIL APPLIED AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE AUG H 8 2014 LU OF TERMITE PROTECTION LABELED FOR USE A PREVENT VE TREATMENT TO NEW CONSTRUCTION (SEE ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL F-- SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PREVAIL AND THE ARCHITECT OF'RECORD SHALL BE NOTIFIED. 00 PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND m DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, 97 "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN AND ALL TRUSS TO TRUSS HANGERS. GYPSUM WALLBOARD o TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8" TYPE "X" GYP. BOARD ON ALL U DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 7. MATERIALS SHALL NOT BE STACKED OR LOADED ON TRUSSES WITHOUT PROPER SHORING TO GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE, GARAGE SHALL BE SEPARATED FROM THE A O P. BA*AIIAI, NOTE: PREVENT SAGGING OR OVERLOADING. RESIDENCE AND ITS ATTIC AREA�IBY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. AR 94562 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE UPLIFT CONNECTORS HARDIE BACKER TO BE USED AT�LL SHOWER AND TUB LOCATIONS, UP TO 8' ABOVE FINISHED FLOOR. z U- OR BORA-CARE" PRODUCT METHODS MUST BE D ERMINED AT PERMIT STAGE AND PRODUCT o APPROVAL DATA MUST BE ON FILE WITH THE BUIDING DEPARTMENT. 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS' TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY o REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES. INTERIOR LOAD BEARING ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY z zo 2) PRESSURE TREATED LUMBER THAT HAS BEEN CU OR DRILLED THAT EXPOSES UNTREATED WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD. ¢ PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION z `n OF THESE WALLS. k ■ o � _ OPTIONAL BORATE APPLIED TO ALL FRAME EMBERS WITHIN 24" A.F.F. NON-BEARING INTERIOR PARTITIONS Lu w o 2. UNLESS NOTES OTHERWISE, ALL UPLIFT CONNECTORS SHALL BE ATTACHED PER THE CONNECTOR ALL INTERIOR NON BEARING PARTITIONS SHALL BE 3 5/8" METAL STUDS 26 GA AT 16" O.C. MAX. ■ `l. m STRUCTURAL NOTES: MANUFACTURER SPECIFICATIONS. SPACING W/ 1/2" MIN. GYPSUM DRYWALL EACH SIDE OR 2"x4" STUD GRADE LUMBER OR BETTER AT 16" 00 0 Lu ; CAST IN PLACE CONCRETE 0/C WITH SINGLE TOP AND BOTTOM PLATE. a w 00 M 0 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE ST ENGTH AT 28 DAYS OF 3000 PSI, AND FIELD REPAIR NOTESa Lu � 0 A SLUMP OF 5" 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED W/ 1/2" DIA. EPDXY ANCHORS GLASS BLOCK ¢, a H ❑ 0 z WITH 6" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS MORTAR TO HAVE COMPRESSIVE;STRENGTH: TYPE S - 1800 psi AT 20 DAYS i w ¢ 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC D FORMED BILLET STEEL CONFORMING TO o LU H m ASTM A-615 GRADE 60. RECOMMENDATIONS. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. p Q w GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. w ❑ Lu = 0 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1 5. WWF SHALL BE LAPPED AT LEAST 6" 2. FOR MISSED VERT. DOWELS DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE g 0 0 z AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE ". FIBERMESH MAYBE BE SUBSTITUTED OMITTED REBAR, AND INSTALL A 36" LONG #5 BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART BUILDING IDENTIFICATION (j ■ v' 0 z = PER PLAN WHEN FIBERMESH IS USED ILO WWF A DOUBLE LAYER OF WWF IS NOT REQUIRED AT EMBEDMENT EPDXY ( SIMPSON "SET" EPDXY ) MIXED PER MANUFACTURER'S INSTRUCTIONS. ASSURE . `q ❑ ¢ z APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH �+ o 0 � 0 THE EDGE OF THE SLAB. THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND AND POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE > cn USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO II II ■ w z 4. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS EN S OF ALL TOP BARS OF BEAMS. MANUFACTURER'S SPECIFICATIONS THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4 TALL AND 1/2 THICK AND CONTRAST WITH �- o > o THEIR BACKGROUND. x ❑ > w 5. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A w o 25" LAP SHALL BE PROVIDED. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF a O Z o P- Z THE JOINT (BAR DOES NOT HAVE TO BE CONT. TO FOOTING). STUCCO ,� Q L = 0 6. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 40 BAR DIAMETERS TYP. ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO w Q ¢ 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL Lu 0 7. CONCRETE COVER MIN. 3 WHEN EXPOSED TO EARTH OR 1 1/2 TO FORM. MTSM16 TWIST STRAP W/ (4) 1/4" X 21/4" TITENS TO MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS Q oc w z PLYWOOD PANELS. U p ¢ 8. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. AL JOINTS TO BE LAPPED MIN. 6" AND LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). NO MORE THAN 10 STRAPS MAY d a a wz SEALED UNDER SLAB ON GRADE. BE UBSTITUTED OR NO MORE THAN 3 IN A ROW. IF GIRDER TRUSS C CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. a = 0 rONTACT ARCHITECT OF RECORD FOR SUBSTITUTION-. 9. FOR SLAB ON GRADE, PROVIDE 4" CONC. SLAB W/ 6 X 6 X W1.4 X W1.4 WELDED WIRE MESH PLACED OUTDOOR KITCHENS O A z AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON 4" MIN. TERMITE TREATED COMPACTED FILL (FIBER MESH - x LU x ¢ LUMAY BE USED ILO WWM, WHEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE STRUCTURAL DESIGN CRITERIA ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON COMBUSTIBLE. a ° �- FBCR 2010 R506.2.5). LIVE LOADS: ROOF 20 PSF (REDUCIBLE) CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE11P ■ O10 ,� 0 0 RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED 40 PSF FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR ■ N 11' _j 10. WHEN THREE OR MORE BARS ARE REQ-D., THE BARS SHALL BE HELD IN PLACE AND GRILLS OR COOKTOPS. = zo ¢ ALIGNMENT BY TRANSVERSE BARS OR "CHAIRS" SPACED NOT MORE THAN FOUR FEET APART. BALCONIES/DECKS 40 PSF oc STAIRS 40 PSF ANCHORAGE c o REINFORCING STEEL ATTIC WITHOUT STORAGE 10 PSF METAL AND WIRE LATH: CL o a m ALL REINFORCING STEEL SHALL BE NEW DEFORMED BAR FREE FROM RUST, SCALE &OIL& ATTIC WITH STORAGE 20 PSF 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. u M SHALL MEET ASTM A-615 REINFORCING FOR FOOTING SF ALL BE SUPPORTED ON PRE-CAST HABITABLE ATTICS 30 PSF � uo z CONCRETE PADS, TOP REINFORCING SHALL BE POSITIVE Y SUPPORTED BY TEMPORARY SLEEPING ROOMS 30 PSF 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL ¢ oc a STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SH LL BE SECURED IN PLACE BY USING BE PLACED NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE 0 0 w ADDITIONAL CROSS- REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING CONCRETE CONCRETE UNLESS OTHERWISE INDICATED 3000 PSI TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. DRAWN BY ¢ oc WHERE PERMITTED SHALL BE THE FOLLOWING MINIMUM, UNLESS OTHERWISE INDICATED ON THE STRENGTH 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT v � m DRAWINGS: 28 DAYS OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST % INCH AND Z 0 FTGS, WALLS, COLUMNS, BEAMS, SLABS: 40 DIA. OR 25" MIN. REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE CHECKED BY ¢ FILLED CELL & MASONRY REINFORCING: 48 DIA. OR 2'-6" MIN. ALL REINFORCING BARS ASTM A615-60 60 000 PSI ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF N0. A. BARLEY = a TEMPERATURE REINFORCING: 20 DIA. OR V-0" MIN. ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI 31 GAUGE, BARBED, GALVANiZED.:OR BLUED NAILS 1%" INCHES LONG HAVING A HEAD NOT LESS THAN WELDED WIRE MESH: 8 LAP METER „,._., = SCALE F- / INCH IN DIA F- 0 >- � - - x Y. POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF � LU m a> MASONRY WALL CONST. FIBERS PER CUBIC YARD w° 22 X 34 = SCALE AS NOTED -1 o CONCRETE ASTM C90-01 STANDARD WEIGHT UNITS fm=1500 PSI MORTAR TYPE "S" 1800 PSI MIRRORS ¢ 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING _ MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED MIRRORS SHALL BE ANCHORED 0 STUDS WHEN IN EXCESS OF 9 S.F. 11X17 = 1/2 NOTED SCALE Lu x TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (f'm = 1500 PSI). Q UNITS: DURING CONSTRUCTION -' 2. MORTAR SHALL BE TYPE 'IS", CONFORMING H.V.A.C. NOTES SHEET DATE ce0 0 0 3. COARSE GROUT SHALL CONFORM TO ASTM C40 6SWIT A MAXIMUM AGGREGATE SIZE OF 3/8" STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS,STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS F 3000 PSI SLUMP 8" TO 11". / STEEL: WELDS, ,E70XX,ELECTRODES°ALL'"BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 MECHANICAL,RESIDENTIAL, AND ENERGY CONSERVATION 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WOOD BEAMS, RAFTERS, JOIST, PLATES: U.N.O. NO. 2 SOUTHERN YELLOW PINE (19% M.C.) MOUNT ALL THERMOSTATS AT +4�'-0" ABOVE FLOOR. SHEET REVISION INFO o o WITH COARSE GROUT. FRAMING: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB ALL INTERIOR & EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE = m U 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND ATA FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V.A.C. F- o MAXIMUM SPACING OF 192 BAR DIAMETERS. REINFORCE ENT SHALL BE PLACED IN THE CENTER CONTRACTOR SHALL'PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. o V) 2fU)(D OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NO ED. WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB a � VERSA LAM BEAM: Fb = 2900 PSI (2.OE) ELECTRICAL NOTES 6. REINFORCING STEEL SHALL BE LAPPED A MINIMUM 0 48 BAR DIAMETERS UNLESS >- m LLz, WOOD COLUMNS: PARALLAM 2.0E U.N.O. THE DWGS. ARE DIAGRAMMATIC 8(INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. m OTHERWISE NOTED ON THE DRAWINGS. J 2: 1 ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN METAL LATH STRIP WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: Lu ¢ o o TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. z x w OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW G OUT INTO CELLS BELOW. THE USE OF SET REVISION INFO 3 U) w Ln FELT PAPER AS A STOP IS PROHIBITED. TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL O 0z ¢ = TOP CHORD DEAD LOAD: 10 PSF 20 PSF ELECTRICAL. CODE &ALL CODES, REGULATIONS & RESTRICTIONS HAVING JURISDICTIONS. Lu 8. PROVIDE 9 GAUGE GALVANIZED HORIZONTAL LADDEF JOINT REINFORCING (DUR-O-WAL OR a m ENGINEER APPROVED SUBSTITUTION) AT ALTERNATE BL CK COURSES. JOINT REINFORCEMENT BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF GROUND-FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED U ce Luz = SHALL BE CONTINUOUS AND SHALL LAP A MIN. 8". TOTAL: 40 PSF 50 PSF OUTDOORS, IN BATHROOMS, &GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. oo WOOD CONSTRUCTION SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE) TO WIND UPLIFT RESISTANCE: 10 PSF 10 PSF z = 1. ALL WOOD MEMBERS EXPOSED TO WEATHER OR INC CONTACT WITH MASONRY CONCRETE OR NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO Lu z SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE SHEET DESCRIPTION o � u, U SOIL SHALL BE PRESSURE-TREATED. `n Lu 0 z 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, HEAR WALLS AND MISC. STRUCTURAL WOOD UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD DETECTORS SHALL BE PROVIDED!W/VISIBLE "POWER ON INDICATOR" AND A TEST BUTTON WITH GENERAL '-' z ►.0 o LOAD BUT NOT EXCEEDING ACTUAL DEAD LOAD. BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. z W FRAMING MEMBERS, ( I.E. BLOCKING OR GABLE END BRA ING ) SHALL BE SOUTHERN PINE, NUMBER 2 ALL ELECTRICAL SWITCHES SHALLBE 48" A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" NOTES >- oc o GRADE OR BETTER SHALL BE USED REGARDLESS OF SPECIES. m o- z WOOD FLOOR DESIGN LOADS: FROM EDGE OF OPENINGS. 0 ¢ > 0 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS HAT HAVE HOLES IN THE CENTER OF THE TRUSSES: DEAD LOAD: 20 PSF „ U) ¢ STUD UP TO 1 DIA. SHALL HAVE STUD PROTECTION SHIELDS FOR ALL HOLES OVER 1 IN DIA. FOR LIVE LOAD: 40 PSF ALL WALL RECEPTACLES SHALL BEI12 A.F.F. UNLESS OTHERWISE NOTED. Lu - = Z PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPS N HSS2 STUD SHOES,TYP., U.N.O. Lu (D J ¢ TOTAL: 60 PSF ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 1u = cn 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO SOIL BEARING ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2500 PSF SEE CONTRACTOR SHALL VERIFY WIT THE LOCAL POWER COMPANY THE LOCATION OF SERVICE AND PROJECT NAME a o z STEEL. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT ' u., o VALUE: SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL SHALL LOCATE METER AND PANEL AS REQUIRED. ne u V) AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL ALL ce w z „z, ACQ-D, CBA-A OR CA-B REQUIRE HOT-DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. 0 0 DOT SODIUM BORATE (SBX) DOES NOT. VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% ALL EXTERIOR OUTLETS ARE TO BA MINIMUM OF 30" A.F.F. w = q o OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR ) IN EVERY KITCHEN FAMILY ROOM DINING ROOM LIVING ROOM PARLOR LIBRARY DEN SUNROOM a = 0 `�' STRUCTURAL STEEL ' ROOFING cJ4 cn = BEDROOM RECREATION ROOM BATHROOM GARAGE BASEMENT LAUNDRY AND OUTDOOR AREA ALL ALL E z o w ALL STRUCTURAL & MISCELLANEOUS STEEL A36 36,000 SI, U.N.O. TUBE STEEL: ASTM A500, ALL ROOFS SHALL BE CONC. ROOF TILE UNLESS MODIFIED BY PRODUCT APPROVAL SUBMITTAL. 125-VOLT, AND 20- AMPERE,RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. E = o GRADE B, Fy = 46.000 PSI PIPE STEEL: ASTM A53, TYPE OR S, Fy = 35,000 PSI SHOP AND FIELD THERE ARE NO EXCEPTIONS. LOT/BLOCK - Lu oc WELDS: E70XX ELECTRODES STRUCTURAL BOLTS: ASTM 325, BEARING TYPE CONNECTIONS DOORS &WINDOWS x o z o STRUCTURAL BOLTS: ASTM A307 STRUCTURAL BOLTS: ASTM A307 FOR SECONDARY 00 g ? o0 o CONNECTIONS WHERE INDICATED, ALL BOLTS CAST IN NCRETE: ASTM A36 OR ASTM A-307 ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE PLUMBING NOTES TBI NUMBER - 0 z 0 STEEL REINFORCEMENT SHOP DRAWINGS TO BE PROVIDED TO ARCHITECT OF RECORD BEFORE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN THESE PLANS ARE DESIGNED IN /ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND MODEL °O Q Lu FABRICATION. HEIGHT & 5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE RESIDENTIAL M 0 z � FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" A.F.F. ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26" ABOVE ce PROVIDE MININUM OF 3 DIAMETER SCHEDULE 40 ASTM 53 GRADE B STEEL COLUMNS PER WINDOWS GREATER THAN 72 ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT GRADE. ALL C) w > R407.3. GREATER THAN 24" OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. N g w o z DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, o w U- z ¢ THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. EQUIPMENT, ETC.LU ELEVATION NAME z o PREFABRICATED WOOD TRUSSES WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. ALL g 0 1. BRIDGING AND BRACING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24, GENERAL NOTES cu ¢ W 3 MANUFACTURER UNLESS NOTED ON THE PLANS. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND > = �, ALL GLASS WITHIN 24 INCHES'OF ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. z F- z o 2. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERA CONFIGURATION OF TRUSSES ONLY. WEB SHOWER ENCLOSURES AND WINDOWS LESS THAN 60" ABOVE STAIR LANDINGS OR TREADS SHALL BE ►-� z MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED B THE TRUSS MANUFACTURER IN ACCORDANCE TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2010 FBCR R308. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE -vim w � �m WITH THE DESIGN LOADS. SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. SHEET NUMBER = U) 3. THE TRUSS LAYOUTS PROVIDED IN THIS PLAN ARE T BE MATCHED EXACTLY BY THE TRUSS MANUF. SOLID WOOD DOORS NOT LESS,THAN 1% INCHES'(35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE DRAWINGS SHALL NOT BE SCALED. vi o ~0 0 IF THE LAYOUTS CANNOT BE MATCHED, THE TRUSS MAN F. IS TO IMMEDIATELY CONTACT THE BUILDING STEEL DOORS NOT LESS THAN.1% INCHES (35 MM) THICK, OR 2.0 MINUTE FIRE-RATED DOORS. oc DESIGNER TOLL BROTHERS FOR FURTHER INFORMATION. INSTALL SOFFITS PER FBCR R703.1.3 AND R616. °u w WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE GN1 LU °_° � TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2" TAPCON SCREWS, 6" SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). LL' � o o u-4 . DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL LATE CONNECTED WOOD TRUSSES PER THE FROM EACH END AND 12" C/C: ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ o ¢ u F- 0 TRUSS PLATE INSTITUTE TPI LATEST EDITION. (2) ROWS OF.10d NAILS AT 10" C/C. ERIAL NUMBER 1010.0 TO THE BEff OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DR SEE SHEET S O-D FOR SPECIFIC A COMPLIES WITH THE APPLICABLE IBOOING CODE OUE4 EFFECT AS OF DATE OF CERTIFICATION ONBELOW. DOOR TAG N DOOR CALL-OUT DOOR SCHEDULE JAVA SALES OFFICE DETAILS Al 1(�,` n 8 7014 LU TYPE SIZE REMARKS ` 1 FRENCH DOOR 3'-0" X 8'-0" EXTERIOR METAL/GLASS INSULATED LH 2 FRENCH DOOR 3'-0" X 8'-0" EXTERIOR METAL/GLASS INSULATED RH d. J o 0 3 FRENCH DOOR (2) Y-0" X 8'-0" EXTERIOR, SINGLE LITE I -P,-_ 4 HOLLOW CORE WOOD DOOR 21-8" X 8'-0" ARON P. BARLEY,AIA AR 94562 5 FRENCH DOOR 3'-0" X 8'-011 INTERIOR, SINGLE LITE z w 6 HOLLOW CORE DOOR 2'-0" X 8'-011 L-, 0 WINDOW TA a --I V G_�__WINDOWCAGL-OUT WINDOW SCHEDULE Ln Lu Luce H TYPE SIZE REMARKS (u Lu 0 ■ Z m cdo A FIXED GLASS 1'-8" X 2'-611 ° 0 U- Lu oo o B FIXED GLASS 1'-8" X 2'-6" ., a W v M Lu a o w p z a H V ■ H w ~ o �V Q o r --- — — — — — --- Frr_ Frr_=T:_:V ........................ ... W o I........................... 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Z w p ¢ --� 11_511N 81_811 11=5" r�i C3 MODEL Q o I ' r� _� `n CATALI NA MT Lu --, r- lk .... 1 d' woz LU u z ¢ y� - ` ELEVATION NAME z o o I HB I 20'-7411 HB TRELLIS ABOVE NOT SHOWN FOR w SHINGLE 1 II --y � cnocw F 7 15 -10 I 1016 00 ¢ w u I GAS LINE 0 CLARITY - SEE (f) o V v GAS TANKLESS WH °w- i 1 8" X 60" SERVICEHEATER-/ FRAME IN ROUGH OPENING LOT SPECIFIC z = z I CURT PAD 3" TANKLESS GAS FOR FUTURE WINDOW - SEE 4' HIGH WALL AT DRAWINGS FOR 0 v - Lu GAS LINE TO "' BOVE GRADE LOT SPECIFIC PLANS DETAIL Ln z w TANKLESS WH __________ __________ WATER HEATER SERVICE COURT Z SHEET NUMBER 41 p WUJ in Lu u � � SLAB LAYOUT -FLOOR PLAN THE SALES OFFICE ADDS AN som 1 ,;_; J z J u SCALE: 1/4 - 1 -0 SHINGLE SCALE: 1/4 V-011 SHINGLE J00u- a v o ADDITIONAL 683 S.F. OF LIVING SPACE I` U-1 ERIAL NUMBER 1010.0 0 To T,,i BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS SEE SHEET S O-D FOR SPECIFIC Dg FLYING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING @DE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. C), FLOORING SCHEDULE JAVA SALES OFFICE JAVA SALES OFFICE DETAILS "' CARPET- FURNITURE AND EQUIPMENT LEGEND +� aaq W SHAW CONTRACT GROUP � � n 8 7_0 14 = STYLE NAME- DIVIDE 1. (1)GATHERING TABLE(Mary Cook) _ ~O STYLE#- 5A065 2. (4)STOOLS(Mary Cook) m COLOR NAME- SWEETGRASS 3. (1)KNOWLEDGE CENTER/CLUTTER BUSTER(From Yorktowne) J COLOR#- 65300 4. (2)DESKTOP MONITOR(From IT) 0- J OPTIONAL ENTRANCE AREA TILE- D O 5. (1)LOUNGE AREA TABLE(Mary Cook) 0 AMERICAN OLEAN AR N'P:BARLEY,�AIA STYLE NAME- TERRANO 6. UNUSED COLOR NAME- SMOKE WOOD 7. (2)LOUNGE AREA CHAIRS(Mary Cook) AR 94562 COLOR#- TE-19 8. (2)SIDE CHAIR(Mary Cook) SIZE- 6"x 24" 9. (3)TBI WELCOME MATS(From Toll Store) Lz-L LL_ 10. (1) CREDENZA CABINETS UNIT(From Yorktowne) O REV.10/29/13 N.MENDENHALL Z 11. UNUSED ¢ 12. (1)BINDER SHELVES(From Yorktown ) JAVA SALES OFFICE Z U) 13. (2)SALES MANAGER CHAIR(Mary Coo ) DISPLAY AND SIGN LEGEND O = WINDOW TREATMENT SEE SO-D SHEET FOR DISPLAY SIZES ■ 14. (2)CPU UNIT(VERTICAL MOUNT)(From IT) W p[ ~ MANUFACTURER:A BETTER BLIND OR EQUAL w W O 15. (2)KEYBOARD WITH SLIDE OUT TRAY(From Staples) 1. QUALITY PRODUCTS DISPLAY(from TBI Marketing) ) ■ rn a � STYLE:2"FAUX WOOD SLAT CJ1 rn m 16. (1)RICOH AFICIO MP23525P COPY/F /PRINT/SCAN(From Toll) 2. THE GOOD LIFE DISPLAY(From TBI Marketing) 00 p� Z J COLOR:WALNUT 00 W _I ORDERING:FIELD TO MEASURE WINDOW WIDTH 17. (1)DRILL HOLE IN DESK/GLASS FOR WIRES(Glass Supplier) 3. COME HOME TO LUXURY DISPLAY(From TBI Marketing 00 N 4. A NAME YOU CAN TRUST DISPLAY(From TBI Marketing) W N Q �O AND HEIGHT(TOP RAIL TO SILL),BLINDS WILL 18. (2)TELEPHONE(Toll) 5. UNUSED BE SHIPPED DIRECTLY AND FIELD TO INSTALL. a w a ORDER DIRECT WITH MANUFACTURER. 19. (1)62 1/8"X 413/8"ISPT W/55"TOU H SCREEN MONITOR(From Yorktowne/IT) 6. LIVE WHERE YOU PLAY DISPLAY(From TBI Marketing) 7. UNUSED =� � � � O Z CONTACT: 20. (1)SALES OFFICE MANAGER'S DESK(•rom Yorktowne) O .I w ¢ 8. KNOWLEDGE CENTER/CLUTTER BUSTER/GLASS(WHITE BOARD)32"X 28"(From TBI Marketing) w > m ROBERT GEBARA 21. (1)SALES ASSOCIATE WORK STATIO (From Yorktowne) 9. UNUSED 0 Q Q Q O 954-444-0254 22. (1)CONSOLE CABINET(From Yorktow e) 10. UNUSED W ROBERT@ABE7TER6lIND.COM 23. UNUSED 11. (1)MORTGAGE BOARD(From TBI Marketing) ■ 0000 O Z = 12. (1)SUPER.,SALES MANAGER,PM,BIOGRAPHY DISPLAY 22"X 14"(From TBI Marketing) , REV.10/29/13 N.MENDENHALL 24. (3)36"LATERAL FILE CABINETS(Fro Yorktowne/File Hangers from Staples 13. TESTIMONIAL BINDER-CUSTOMERS SPEAK(From TBI Marketing) V ■ 25. (2)SITE TABLE STOOLS(Mary Cook) 14. 62 1/8"X 413/8"ISPT W/55"TOUCH SCREEN MONITOR(From Yorktowne/IT) 1 o �W O 15. UNUSED &` � o 26. (2)BOOKCASES(From Yorktowne) J w z STORAGE/WORKSTATION 16. H.U.D.&E.H.O.CERTIFICATE(STAND UP)(From TBI Marketing) �-, ■ 27. UNUSED O > O 17. DESIGN STUDIO DISPLAY(From TBI Marketing) x w O -LU IF YOU HAVE A DESKTOP MODEL PRINTER/ 28. (1)COMPUTER FOR ISPT(From IT) 18. (1)AUXILIARY 40"SITE REFERENCE MAP 40"X 30"(From TBI Marketing) u' � COPY/FAX/SCANNER,INSTALL BASE 29, (1)46"PHILLIPS NON-TOUCH HDTV M NITOR W/BRIGHT SIGN CONTROLLER(from IT) 19. COMMUNITY INFORMATION BINDER-MRT6067(From TBI Marketing) Q ZO CABINET CQ-BT33FH/2B 30. (2)2'x 3'AREA RUGS(Mary Cook) 20. (1)PROJECT MANAGER'S COMMITMENT LETTER(From TBI Marketing)LU , Q - Z -IF YOU HAVE THE RICOH MODEL AFICIOMP 21. TOLL GREEN DISPLAY(From TBI Marketing) ¢ U 23525P FREE STANDING UNIT,DELETE BASE 22. IMPACT LOGO WALL W/46"FLAT SCREEN(NON-TOUCH)HDTV W/BRIGHT SIGN CONTROL(From IT/TBI MARKETING) M Q Z x OC W Z CABINET AND COUNTERTOP REV.10/29/13 N MENDENHALL 117 1 5 t¢� IU o :;Fc REV.10/29/13 N.MENDENHALL ^ W a fel W O � U) x O A _ ¢ LU r, I-- ...............................................1........................... ■ oC 0 O T N Z LU Q 26 I 24 24 I - - 18 L - - ■ w _ 24 o 1.4 E- O LL_ p m �\ 13 15 �\ U :::: LU 0 14 :... ¢ O In O w \\ 20 /51-8] \\ I I DRAWN BY ¢ w /�� 17 ❑ oD. KRAMER z o z `.:::<:.:.::::. SALES .:/� �- - --�LE-S- -' CHECKED BY L MANAGERS A AGERS S. VANCLEAVE ................................................... $ OFFICE ................................... ... .................................... LU µ.. m OFFICE SCALE m a > AS NOTED Jo J oma ¢ A O '' ��: COPY/ ��� SHEET DATE PWDR. 7-1s-14 STORAGE , . 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BARLEY,AIA '-0" 3'-7" 3'-2" 1'-3' 4'-11" 5'-5" 2'-104V " 1'-6" 5'-2" 1'-6" 2'-10" A AR 94562 I01 LL- C) L o �26 PAD z z T.O. PAD ' .F.F. Z o 6" B.F.F. GAS LINE TO I \ p _ Al HB FIREPLACE I o Lu LI) w O RA p -'1 _ 1J L-_ 1 J L-- -- --J L_____ ,._ J -------------J L a- - T r---- ----,-T-- r-I----I / 00 _WW _6n I IIIO L -J T-1 '; o0 00 (V o ' L-==J -__ L a a a I w � � 11 LJ i ' N 03 o w pwQ -20 ! T H I I i I as oo w = m \ 91-811 _8 I I I v, a bo wap _ ! ! _ 1 o 0El ,\-1 O p w lD } ! I I N A o rn DO = ¢ Z ; � I ------------------------- o a o p SLOPE PA ER @ 1PU1 r°Ilnl ® 00N w z 1/ 11 PER 00 I ; r o O > o ° H > w ►-• ! I , PAVERS ! x w v In - Z N ! ! I Lu W O D I a o ^ = o ------------- > o a A O U cn Z - 311 I ( ��� 1 ' w W Z Ca- oC w ¢ -2011 ! i 1• 00 LU ! ,� A w _ sx �--- L----------J' ` I �n O W Z W ilnl LJ L--- ------- -----L2 < �i ¢ , = o I Li ce, rA J _ �_ _ - - - - _ _ W o J A7.62 01.011 1 I r A7.62 zLP Alma o FINISHED FLOOR Q Iry n I d p� W 1 n Z---- L --- -- - } O J NOTE: FIN. FLOOR TO BE 18 = r c --� - ---� O a m ,� oo 1 ---- ----- T- -_ T- - 11_011 U MIN. ABOVE CROWN OF ROAD __)4111 (n 00 F-I� O� 21_7q I 1 u I i ( T1 11I L, Lu o z �. I -6- 21-911f - -- ------ i � Z O W /�/// I DRAWN BY ¢ p . t, Li F.MEZA Z w m � YN T --- -- I I J - 1 M Z > FJ r-- -----J L-------- --- T -.-- ----- --- ---_�'' - - _— - - _ --- ?---- CHECKED BY O _ ., a w... oc ---------- ------- ; I uj CLEAVE w , PROVIDE ELEC,Lu 11 S VAN I H o STUB OUTS IN SLAB I --------- ------ ' __ `_ ' 6 1311 - ' 6" PLUMBING WALL 6" PLUMBING WALL '; SCALE z w Ln r 4" PLUMBING WALL I -20 m ¢ > u, FOR ISLAND UNIT , I 25'-11" - o 41.711 ; TYP. U.N.O. I I AS NOTED azo s F- ¢ = r--------- - - _ ------ 1 Y __ r W - .�i Lt I--- r- --.� i I 1 -I IT H �i ... 3 .... I. Ln LJ_ I , o ' 1 =�� SHEET DATE ----------�p 2 a o 07-08-14 w � - 141_911I ------ _ - a o z �/ SHEET REVISION INFO Q = , I ;;(III I I ;ix, _ - w 1 I, �I I 1 M.R. #93191 F.M. 08 07 14 = m U o > ; jIIII! ! i S OPE SLAB @ o I L-___--L I J M.R. #94181 F.M. 08-25-14 �- w z ,�/. .J ' = I ---- '! ! ' „'`.' 1 8" PER FOOT � U) 0CD >- m z ,-1 ------ ------------------ Lu - .,.. I a W ¢ T< z = o Lu SET REVISION INFO O (n -� W -- Z ¢ _ = 1- 11 31_7" 1 u 1 u I /' ---------� 1 L------- LU �� I I �� ,� T -------- A1.N TYP, ' ¢ CSC m D 12'-1" Aft J _ ,^ ,'//'// u ! I u I Z0 j j <i �_ , f �1 (111T i 41_0111 1 H 11; _ � V p O OP N - -r\ I I—H 7z 11 7z -5 2'-6 I SIN rc 11 1 1 o w z �i i i I �. n i =�, N �o SHEET DESCRIPTION (n W Z i ------------�J ' \� SII N _JJ N4# z w 1 0 311 -6 __��_-_ ��, �� . a �� u a w , , 6" P MBING WALL - - L 1, ,� - II m o d -20 SLOPE PAVERS @ '�' _ - ' -E-34 =;� --- -- u �..G.� .�u_., ��.. .� ���. SLAB LAYOUT ¢ O 1 `D d ^ ii I i4 b Q Sall1 w ¢ U T' 1/8 PER FOOT .-+ I I II 1 z z = o A1.N P. _ 2 Lu Z i � W im ¢ce LU Lou- 0 1cv 5'_011 o 0 4'-6" I. 221.611 °Q PROJECT NAME v) cn I ! !FIELD VERIFY----T'7'Ii ,� oC Z 1 I I I - IO'_6u 41_511 ! 0 0 W 3 _011 I I IDRAIN LOCATION! I `� ATLANTIC BEACH AMBASSADOR o �, � �_ 1 11W/ TOL II n 311 a V I ! !BROTHERS P.M. ! ! I , ! ! ! U Z , w - ---- 1-------------- I ------ ------------------ - I I ------------I ' --�---- -- -----=1,I rn DUVAL COUNTY �- Z O W , --- ---- L- �- - -JJ- r LJ_ r_ ,-i '� LOT/BLOCK 001 Z z Z - U I w els £� z p z TSO. PAD FUTURE i I o I i HB TBI NUMBER 001 a z p 6 B.F.F. BARBEQUE`AREA w I I cn 15 -1011I MODEL z w 0 Q 0o 1 36" x`36" PAD 3" w ¢ o z 1 11 1 11 i ( ABOVE GAS LINE TO 0 ! 1 11 , 1 - 11 -1 ° GRADE CATALI NA 1 w j GAS LINE FOR ' TANKLESS W z FUTURE ___ _____ __________ w w o z 12'_11, ---- ----- ---------- 63'_1H r Lu z ¢ BARBEQUE AREA GAS TANKLESS W/H 4'-10" µ - ELEVATION NAME z 0 801.011 +— SHIN U) °C w 108"X60" A C PAD 3" 11 11 11le W SHINGLE / 108 X60 A/C PAD 3 = ABOVE GRADE B ,t ABOVE GRADE NOTE: FIELD VERIFY ALL GAS LINE = V z O z , 2-' A7.62 V) � W m LOCATIONS PRIOR TO POURING SLAB z SHEET NUMBER 0 z E- Q p = U) w W m w SLAB LAYOUT ADDITIONAL NOTES, DETAILS & SCHEDULES62 L- � z � � SCALE: 1/4"= 1'-0" SHINGLE ��` � � a o 0 0 CAN BE FOUND ON THE ALN SHEET. w ERIAL NUMBER 1010.0 J �I;A. TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMeL1ES WITH THE APPLICABLE MINIMUM BUILDING € CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. c> B N A7.62 -AUG -.2 7 2014 ._. w 80'-0" 91_011 45'-10" 1 101-411 14,_10,1 0 m - Ly A A J 1_011 31-7" 3'-2" 1'-3' 4'-11" 5'-511 2'-10" 11-6" 5'-2" 1'-6" 2'-10" 1'-0' 1 1 - 1 O OO 1 ARON P. BARLEY,AIA 3'-10" 11'-10" 9'-6" 9'-7" 7'-$" AR 94562 ww 12" X 2" COLUMN I z (TYP. F 2) SEE FLAT I GAS LINE TO ' 0 I I 1 TYP. DECO COLUMN SEE ELEVA z z DETAI IONS FOR SOFFIT HB FIREPLACE �0 �F �M , MO FOR DETAILSONS 0 0 - - - - - - Q E--. ....................... .............. ............................. ........................................... ................... ............................... .......................................................... _ _ I I - 1 tD I I lD 1 i I I I I z _ 1 I I I IED u w o I N I FLAT HEADER EE p C- m I N - - GAS - - _ - - - - - - - - � N ELEVATIONS OR = �' 00 0 z '� FIREPLACE I I I 'n - I I I tn 00 - o W J I 1 11 I �' I I I = STUDY � op DETAILS op � W „ rz o 2 -6 I ,-, 1 11 I I PORTICO I N 'w oc ~ �- I I I I 8" I 121.811 10 -0 CLG. I 11 1_ N I I d a w o W ¢ o f o I TYP 1 51_411 6'_6" 5'_4" I I I 12'_411 1121.OI1 I 14,-011 ---- UP I I O O CLG. I w _ m - w 1 II q H 2 1 2 00 11 11 - E 0 0 W - � l 1 F- g1 I A3.N o 1 I to I I 6 , 6 611 - 6" N V w o z = I 91_011 IMT I 171_jll 1 I I�' I ���, 1 1_011 I 21_011 41_311 41_1 N 51_211 12'-10" M O w 7 Q11 61i L I IV I TYP I 1 - ENTRY • o > O I I I o I DINING ROOM I J W O w O N I COVERE I 1 1_ i , I iH I 121_011 TO 121_311 1 �/" \\ __ [ El t.J Lu o Fa N LANAI I I GREAT ROOM 12 U- I COFFER CLG. 1 ::: .. \\ SHED ROOF OA a o ::. I :. 1 m C \ ABV. ::: BEDROOM 2 - 1 _ 1 II o� z up--i- 12'-0" CL I I o 121_011 TO 121_811 i12 -0 I Io L - - - - - - - - J a 0 1011 10 I I N COFFER CLG. I 21-411 ol o w I O I I I , 1 MT U cn Q I I I - I - FLAT SOF IT OTT. @ 101-81' ;::•.. Z I I m — — —� I 11 — - - I II I II '.'::i:... .............................. 11111 BATH 2 A o %n Lu L A 1 -0 2 -11 5 -7 31-1111 — - - a a A _ _ = 1 - - I - -L - - - - - - � - 101.011 CLG. °; A O A LU z Z A7.62 I I O°I I _ _ _ _ _ _ _ _ _ - _ _ _ I I _ '_ _ - _ - _ - - - _ - _ A7,62 W BOX BEAM TO I 1 1„ 20•_ 11 r 111 FLAT SOFFIT � I 1 111 = Q F-- 1 11 II I 11 �, z BOTT. @ gl_O11 I M 5 .0 7 15 -12 a p o o COLUMN I I - i U- I I 211 11 4 - 2 -62 12 - ., 9 -10- w w ---� .TIN WIDTH TY 1 I o @� 8 o -1 11'-3" a' ..� TWO STORY 611 © N ::. ;•::' � o a � I � - - - - - - - - - - - - — �-- ,� LP Ln Inti 5 ... � I - I o o I I HALL I '>,, FOYER 1 11 6 1 3110 T_ 7 11.011 oc ~ I ;::;`'`"` - FLAT SOFFIT I ALINE OF FLO R BOE 12 0 CLG. 5 -5 15 - 4 -10 2 -7W. 1 Li.m , 1 II I-01 - - 1 r4 o J I = BOTT. @ 91.011 -� -- - - - -- - -\ G,o %>' - _ _ o .... -p- - - - , --.Tr-�r--rl--Ir-rr - I _ �}- .............:::: U m ,, , , N II II II II II I I \ I , � ' W.I.C. - - - -- -- - - -- - - Lu o z _ I ;1, `\ Off— — _ r+ 3,_ 1 1 I II II II II I I I I °. ' ` si, I 101_ 11 CLG. "' 0 0 M A o GOURMET 411 ^ M E110F G I 11 I \I L _ - - - N 1 = >- 1 ' = i 'D L . i - ;.,:. R & SH ° `.. o „ ` M.a DRAWN BY z W I O - KITCHEN ,� - �, 0 CLG ...... .:::. :...... . � �:_ „. - F.MEZA Z m I W `t O° SO FI _ I HALL _ PWDR RM. = I . r___-, � oZ o I 101-211 - - - - -121.11T- > - 4' 41 I h� 6 -9 10 0 CLG. 6 9 ;31.511 101.011 CLG.' `° -----------------t :';::I T===- '-` '-';,. o CHECKED BY IQ Q I a „ 6" _O - 4 611r,-� :-Lr� S.VANCLEAVE W LL _ � M 1 - .T 11 I 1.____IJ_ F I L I W 9 lil I I �, �- of 0 2'-4" III I I = I I FLAT SOFFIT - 42 HIGH RAILING W/ I ____ _ - --� " PICKETS SPACED TO ' MAKEUP TRUSS I ( SCALE o P Lu = I BREAKFAST _ _ _ _ __ _ I REF ,-, BOTT. @ 9 -0 ' MT I 1----IJ- P w ,-I �-. ,-1 T.________� m a > I - — u- SPAtE� - - �" REJECT A 4" DIA. SPHERE I LOCATION IN THIS I T--- -' �, AS NOTED AREA. I L - I J J T-1 LL i D.W. ' -1 W u , AL 7 I UP CONTINUOUS HANDRAIL o 1 AREA 1 i----i-, 0 o Q 1 - 101.011 CLG. 9 0 0 I 0 > T----1-1- o = I - - 6 0 LG " ~ W �� F LT I @ 36 ABV. NOSING ¢ -, 201_pl: I_�II 41_ 11 61_(1 I .aa' - O o O W DISP. V 77 0 i T====�_� SHEET DATE - _ - - _ m LA I I 101 2 1 . , �� IN o f I T I 07-08-14 _ _ SHELF '" - wlZD __ � COOKTOP O 'L � iii �r � - oc _ t-' 1 A cl. o o °° ABV. -- - 1 I THREE CAR ; 3 1 i----�- 0 O O SHEET REVISION INFO 0 1 cal o z �, O O S --�- , w --- - ,. O _ 1_ _ _ _ - \ I 1 I GARAGE ,Q1I I T--- -' 01 M.R. #93191 F.M. 08-07-14 LLI= m U o N — — �'' \ 1_ 11 I 1 II I 1 11 IO '3 11 101_011 CLG. v i 1 I i--- U-� `Vf Lwl ti LAUNDRY 3 8 -4 o _ / \ 10 0 CLG. ,bRY RII '_ " L� I T---=�- : 2 M.R. #94181 F.M. 08-25-14 W.I.C. I I I I I W Z cn ,-� • \\ , 9 I 11 8 I iM , n = O ' 1----'-'- cn o c9 \\ SPA E p -0 CLG.I"' w T----I-I-� z _ �:�' \ O \ 611 Lu W '� E �I r - - - - - -- - - - ti 7 R �,SH o � �`� \ \ _ PROVIDE BOOSTER FAN LU = o w of �2L4'- I \ 1'-1g" 6'-5" '_p"o - FOR DRYER VENT N i I T====�,� SET REVISION INFO � V) W V) LnI I MASTER BEDROOM \ s - - O cn -� _ 1 11 ,r, \ T� 8" I o LINE OF z Q I I 91-411 TO 10 -0 � u- COVERED 2' oil I COFFER CLG. �o% \ -' © 6'-9" �" I FLOOR ---- i--- I ___ Q �- m LANAI \ 1 111 WATER SOFTENER LOOP ABOVE cD oc W I 31-1 3 -8 I -- z o > z 12'-0" CLG. 2 . 0 I P I FLAT SOFFIT �,\ - = I - I � E W = �, I I _ BOTT. @ $1_O11 `9%� 3 --- , ___ cv I (J = T ---I-1- o w z u, UP o I A3.N 1 _, FLAT SOFFIT BOTT. @ W i------------ 1____IJ_ SHEET DESCRIPTION 1 II `�I I T____n_] W `� rl — I I `D d 8-0 TYP. OF 2 0 I I 1 I w w o 10'1 d I � 131_41 61_111 6 I_51T 101_511 �i coIi 1--- FIRST = ZU '_' '� I rl Q1, � I II I— W � T----1,-� 1 L__- FLOOR PLAN aG o I I I o i l T----1-I- ca 102, 0- z I I :5) ASTER :• o 0 i--- _ o Q O 1 11 I BATH K I o I T--- o AND NOTES � (n Q U I = 6" �1 a 10 � / � 1 n , . W I I -----'J-� oo ( Z z = z 1 TIN 9 I I oZ5 1 -0 CLG. - 6 c� I T--- BOX BEAM ,-+ I 1 1_ 11 - v J Q IN TO COLUMN r1 19'_51' �5 5 I `� I I 1 11 1 II `u w Q � �' WIDTH TYP. °O - I - I 10'-5" N 4 -4 22 -0 ¢ I o = z I I = I 11 T====�_� PROJECT NAME cn ° cfi �„ O I L - - - - - - - - - - - - - - - - - - - J .I.C. _ -' = O 6 i----�- ` AT CH a z I 22"x30" ATTIC 0' 0" CLG. N '� wII T--- -' I LANTIC BEA 0 0 ''' _ - -FLAT SOFFIT `� ' 1 z I------------------ - � � o - - - ACCESS D & SH - - K/S "' MT OA J == TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. SEP 0 c 7014 C) N �w B x _ ~o A7.62 c� oc m 621.111 d J 0 o I " 18'-g" ' 141.61' 141.911 0 14 -1 C� 7 7 ARON P. BARLEY, AIA AR 94562 4'-3" 6'-0" 4'-3" 9'-8" 5'-1" ol Z u- O 31_711 11.6" � z z ¢ � � 0 w Ly H _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — Lu p - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - El 00 ca ice m 00 owo o I I I a � � z I I I W ~ o I I I I I Q W I r o � W I I I ® o o O - - I I i00 El a i~ z I I ROOF BELOW I I I • N tp Lu I I I I I I p v W o Luo I I I SHED ROOF I I ~' Lu x woQ I i a O Z w = p I I I a Q O U :.:.:.:.:.:.:.:::.:.:.:.:.:.:. ................ �, W w o I CONTINUOUS HANDRAIL OPEN TO I ROOF BELOW d- Ix A `� z f11 I I @ 36 ABV. NOSING FOYER BELOW I I x o = a o I I 20'_51' CLG. �o - - - - - - I A Il N 0 0 o A -I PROVIDE 12" MIN. CLEARENCE FOR CRIC T AS 13'-611 I - A7.62 o w Ll UJ A7. 2 z o , �- 1 CONVENTIONAL SLOPE FRAMING 6 - 6 B J R IRED o ce w 3 o oLu 0J �' N w0z 6'' oc CRICKET ¢ o J oc /— z o w 2'-6" J - DRAWN BY ¢ / 1_ A3.N i i b-i i ' n�'� M F.MEZA Lu I . I CHECKED BY O z I MECH / STORAGE - - - ---- f - - - w °C a I I UNFINISHED 6" U # 4 -911 FLA SOFFIT S.VANCLEAVE x a pN 1_ 1 311 1.611' 131.7111 SCALE I Z w I I SLOPE CLG. - - 3 8 5 -114 2 2 1 FLAT SOFFIT Ln m ¢ J ® I I R & SH d- I. AS NOTED �o I 42" HIGH RAILI G W/ - I I ARCH SEE 42" HIGH RAILING W/ ATTIC j = REJECT A 4 DI . SPHERE a�.62 16 ---- - L ' .,. I,,,: PICKETS SPACE TO o x I I ti, O Up c ELEVATIONS FOR 9'-0" CLG. I PICKETS SPACED TO 0 0 '�' I I ACCESS _ 12 I � DETAILS _ REJECT A 4" DIA. SPHERE SHEET DATE J O I I , II �\\ 91.113 I 91.7413 t 1 ,:, '4 221.91 51. 1' O 1 07-08-14 cue,- o I I SHEET REVISION INFO o z M I 51-4" 3'-3' 11 a, I o o W p �r I I = I ;� I r° � - MT 13 I I - d �1 M.R. #93191 F.M. 08-07-14 x °° " I I bo '-' I 0 - I COVERED _, 2 M.R. #94181 F.M. 08-25-14 o w z vi I \ ao I FLAT SOFFIT I GAME ROOM T' -4" 1 I BALCONY ' 111 3 M.R. #94850 F.M. 09-09-14 ::. I BOTT @ 8'-011 I 9'-0" CLG. VAULTED CEILING 0 Lu z m0° "-' �' - \� -- - - 11 00 o _ o o -1 — ° - - - -R& SH — �, O ,- Lu ¢ M SET REVISION INFO ru Ln `Y' I - - R & SH i - 11 SLOPE SLAB C) N J = 1 ® O — - - - - - - - - - +-� 6 1/8NPER FOOT Lu z v �- I 0 .. 14 10'_611 3,_3 M 7 M O7 181.4" 4'_911 � � _ I z 0 0 I ROOF BELOW 611 N (145 I Oj --" M' I I FLAT SOFFIT zUJ u U) �N _ ' SHEET DESCRIPTION o w cn d- I 13'_611 �'' S1_Q11 2'_411 'd 101_411 --------- > ____--_ �-+ cnw0z 'I 1 DECO COLUMN TYP. SEE SECOND Zw I `� 13'_91' 1_ ' ' 6'1 1_ ' I -- 3'_011 Ln a o ^ _ _ _ _ _ _ _ - — / ( ELEVATIONS',FOIR DETAILS FLOOR PLAN ,� a > I 0 BEDROOM 5 I 5 - '' , �,,, I I 18 WALL W/I18 RAILING. ¢ _ N 1 0 BEDROOM 4 i BEDROOM 3 I TO AND NOTES z z = 2-1 �� I 91-o" CLG. — — — 9'-0" CLG. = I 14 9 0 CLG. = I DETAI S TYP .OF 20NS FOR n � � ¢ I �' _ Lu Ln = z `t I O5 ATTIC A CES T' x - - - - - - - = PROJECT NAME w `n o I _-+ - W/ LIGHT AND 05 =� - -- I Oq oW z W - - - - - - - N SWITCH I �, I 13'-0" I ,N ATLANTIC BEACH o0 � � - 1 � - , _ I I I M AMBASSADOR Lu x 0 00 �- U w O I Q 0 N U Lu x DUVAL COUNTY 3-1 o u-0 Lu -I :::::::::::::::. :.:......._.....:. .:........... — — — — — LOT/BLOCK 001 E 10 I © i 0 ;,I © BATH 3 I A cq g Z o Z 0 I I I I 9'-0" CLG. TBI NUMBER 001 cn O f V p I— I I I E MODEL 0 w a 121.111 51.011 g'-10" 9'-4" I, 161-41' 1'_913 31.711 11.613 CATALI NA AREA CALCULATIONS: SHINGLE 1ST FLR A/C LIVING AREA. 2'857 S �. ELEVATION NAME C) o z 55'-3" 6'-10t1 2ND FLR A/C LIVING AREA: 11485 S . FT. w i z ¢ I TOTAL A/C LIVING AREA: 4,342 SQ. FT. o z ,;; 0 62 -111 �j SHINGLE 0 2ND FLR. BALCONY: 98 S . FT. Lu wCOVERED PORTICO: E a x - B COVERED LANAI: 492 S . FT. 4_0A7.62 Z SHEET NUMBER "' ~ z o GARAGE: 661 S . FT. n zx ,_, z cn 'Lou � m TOTAL: 5,644 SQ. F. Q w MLy "` Z o oN ADDITIONAL NOTES, DETAILS & SCHEDULES /> ,� o Lu m Lu SECOND FLOOR PLAA3v62 w J z J SCALE: 1/4 = 1 -0 SHINGLE p p CAN BE FOUND ON THE A3.N SHEET. Lu ERIAL N Q ¢ U � o } ,J BER 1010.0 0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. U N ~ AN 2 12014 @Jw m 42"HIGH RAILING HANDRAIL a J WITH BALLUSTRADES SPACED 2X12 WD. CARRIAGE Iff O OO TO REJECT 4"SPHERE (3 REQ'D.) A N BAPLEY,AIA ........... _. ---- ^..w. ..... AR 94562 ' � I ST IR RAILING AND � i r I 7 : x EI _} `f: '_ F: ! _ AI LI N NOTE FORTOPTFFIT � � GUARD RAILING O 0 II BUILT-INS 0 z ; . ;� 11 4 3/4 1{I! 1llk{ -t11I! IIIc( ( tIIII ! it i. i ...... :....l.t z1. . .._.t.... ...._...... :r L I II a o „ STAIR ILPNG AND STAIR GUARD RAILING 4'-10" 6'-6' 4 -10 2ND FIN FLR. - SECOND FLOOR z w ,, SHALL E CONSTRUCTED TO WITHSTAND A FLOOR TRUSSES BY ENGINEER O _ Lf � CONCE TRATED LOAD OF 200 POUNDS APPLIED — oc = Lu ~ k` � * AT AN POINT ALONG THE RAIL IN ANY o aw. NOTE 18 RISERS @ 7 5/8 cn C93 10" II DIRECTION. IT MUST ALSO WITHSTAND A 00 00 o ,z 17 TREADS @ 10 �, w N o NOSING TYP. 1 * UNIFO M LOAD, NOT CONCURRENTLY WITH THE TOP OF MANTLE "' o � � � ,� ACTUAL STAIR RISERS I � I �� LL Lu oc 2x WD a CONCE TRATED LOAD, OF 50 POUNDS PER TO BE 60 A.F.F. ® = a a o (' _ TO BE VERIVIED BY I I I o CABINETS AND ¢{ F+ o o w Q TREADS LINEAR FOOT APPLIED ALONG THE RAIL IN ANY - 11J = m NOMINAL ( 00 CONTRACTOR IN THE FIELD o APPLIANCES ARE FOR Q o > � ,!� (NOMINAL) ^ DIRECTION. INTERMEDIATE RAILS AND POSTS o REFERENCE ONLY _ Lu O � o 0 0 = i i' TYPICAL (IN-FIT ) SHALL WITHSTAND A HORIZONTAL i 00 =' A Y 00 o LOAD F 200 POUNDS APPLIED AGAINST ANY z " ' ONES ARE FOOT AREA, NOT CONCURRENTLY 0 0 U A U RR ,,, / o 0 > J:e N WITH OTHER LOADS. J w o I : I °I_°II FIN. FLR. 1ST FIN FLR. % -- w o D. 2x4 STUD STORAGE FIRST FLOOR o z NAILER WALLS FIRE PLACE DESIGN FOR MASTER BATH FIXED GLASS a - iw- = O LREFERENCE ONLY PER PLAN Q Lu w Z oc w Z Q LLU, Oaa A w W = 1 STAIR DETAIL ( 2"' FIREPLACE 3 MASTER BATH DETAIL Z w A3.N SCALE 1/4"=1'-0" A3 N SCALE 1/4"=1'-0" A3 N SCALE 1/4"=1' 0" Q+ x o Q a U D ce O © a w z J © N � O � O ce 0 J U m w 0 QUOk 0 o n DRAWN BY a � � cS m 4., F.MEZA z CHECKED BY w ¢ _ S.VANCLEAVE 0 z w Lu SCALE m a > AS NOTED J O � O Q z Lu (n 0 0 SHEET DATE U O . 07-08-14 T o SHEET REVISION INFO a O z ° _ o �M.R, #93191 F.M. 08-07-14 0Lu M.R. #94181 F.M. 08-25-14 Z n0 � Q = cn ,Z, Lu caca Lu waoo SET REVISION INFO z � o � <: � w w V) < INSULATION SCHEDULE < cy, Z o > z LOCATION TYPE R-VALUE U.N.O. � U o CEILING @ LIVING AREA FIBERGLASS 38 o w z � EXTERIOR WD. FRAME WALLS FIBERGLASS 19 SHEET DESCRIPTION Lu w o WALLS TO LIVING AREA FIBERGLASS 11 FLOOR PLAN 2p U m Lu Z DOOR TAG NOTES, SCHEDULES o a 0DOOR CALL-OUT DOOR SCHEDULE zz = o & DETAILS Lu TYPE SIZE REMARKS in PROJECT NAME wW ¢ U, a z WINDOW TAG 1 THERMA TRU INSUL. ENTRY DOOR '- " '- " W WINDjOW SCHEDULE SHN 3 ° xs ° '- ATLANTIC BEACH o w Z w WINDOW CALL-OUT 2 O.H. METAL GARAGE DOOR 8'-0" X 8'-0 W = o TYPE SIZE REMARKS 3 O.H. METAL GARAGE DOOR 16'-0" X 8'-0" AMBASSADOR v � w H A SINGLE HUNG 25 36" X 62" EGRESS / LOW E / VINYL 4 Lu DOOR 2'-8" X 8'-0" SOLID NOT LESS THAN 13/8° DUVAL COUNTY THICK OR 20 - MINUTE FIRE - RATED z o = o B SINGLE HUNG 24 36" X 49 5/8" LOW E / VINYL 5 HOLLOW CORE DOOR 2'-4" X 8'-0" LOT/BLOCK 001 z p z C FIXED GLASS 32" X 16" LOW E VINYL TBI NUMBER 001 z o z / 6 HOLLOW CORE DOOR 2 -6 X 8 -0 z O 7 HOLLOW CORE DOOR 2 -8 X 8 -0 ` o V) D SINGLE HUNG 25 {3) 36" X 62" EGRESS / LOW E / VINYL a MODEL 0 Z ce E FIXED GLASS 20 X 30 LOW E / VINYL z c' Lu > F SINGLE HUNG 25 2 36" X 62" EGRESS LOW E VINYL 8 HOLLOW CORE DOOR (2) 2'-4" X 8'-0" CATALI NA LU w o z O / / 9 HOLLOW CORE DOOR V-4" X 8'-0" rl-A Lu u w < G NOT USED 10 POCKET SLIDING GLASS DOOR 16'-0" X 8'-0" EXTERIOR/ TEMPERED ELEVATION NAME M "; o H SINGLE HUNG H34 25 1/2" X 49 5/8" LOW E / VINYL ~ ALL w 11 NOT USED W _ J NOT USED 12 HOLLOW CORE DOOR 2'-8" X 8'-0" INSULATED FE U H z = Z K FIXED GLASS 49" X 72" (TOP @ 8'-0" A.F.F. ) / TEMP 13 FRENCH DOOR 2 2'-6" X 6'-8" EXTERIOR TEMPERED 0 O / z SHEET NUMBER w m L SINGLE HUNG 2843 31° X 49 5/8" LOW E / VINYL / FROSTED 14 HOLLOW CORE BI-PASS DOOR 6'-0" X 8'-0" Q � o = � N E U G 35 5 2" I LZ ~o 15 HOLLOW CORE POCKET DOOR 21-411 X 81-011 o m 71I I 16 HOLLOW CORE DOOR (2) 1'-6" X 8'-0" Lu _3oo � O F G S 6 " A3 , N -' r17METAL DOOR 2'-8" X 8'-0" EXTERIOR L1J U E- o / N J ERIAL NUMBER 1010.0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS NOTC C , DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING L J CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY C) ,UZ_, 9 - ` 5.3.6 2 INC. OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS. TYPICAL UNLESS �, U(r` 2014 LU 5.3,6 NOTED OTHERWISE• ROOFING PER ce m CONTRACT (TYP) 5 - FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH ; 0 0 502 ; ; 5.2.6 ELEVATION. Q ;AkQN,,P. BARLEY,AIA u ~ 3 5:3.6 ; I 7 "CORAL-LIGHT" ORE UAL PRE-FINISHED AR-4s62 5.2.6 5.3.6 - FOAM APPLICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS. 2 z_ �, 701 5.2.6 - CRICKET AS REQ. - _ 3 U.N.O. o O 5.3.6 ----- -- 5.3.6 - PRE-CAST STONE APPLICATIONS, SHALL BE 'STONE CAST' FROM FOAM a o TYP. 1 , ' FACTORY INC. OR EQUAL, AND INSTALLED AS PER MANUFACTURER SPECS. 0 ; Ln z1 r o = TOP OF PLATE - J ( � j _ _ 1X4 CEMENTITIOUS TRIM TRIM WOR INISHES SHALL WRAP ALL OPENINGS EXTENDING AT LEAST Eaw F- - - - - - - - - _ a ( INTO THE UNDERSIDE OF THE OPENING. m i li _ �- 0 1'-4' I �. L. I 1X6 CEMENTITIOUS a w - METAL WORK IN INTERIOR AND EXTERIOR RAILINGS AND APPLICATIONS TO a o w f TRIM W/ 5/4x SILL L� I ' BE FAUX WROUGHT IRON ALUMINUM.,, o w ¢ �_ I L_ TYP. H o > 0° " I r { 5 THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, ANY q I LL, p 4 CEMENTITIOUS TRIM �,,, a Ii- r_, ;,-- _ _ -' ` :- - -t MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER. w o Lu @ CORNERS TYP. r v `, `� �, _ ( ) _ L I I -1 5.3.6 0 o 00 Z = LH I_ i _� - J THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING WITH THE 0 o o o - ;` ` SUB-CONTRACTOR/ MANUFACTURER AND THE ARCHITECT/DESIGNER IN o 0 Lu i i J °; z _ 2nd FIN. FLR. 1 _ APPLICATIONS WILL BE COORDINATED AND 0 S 00 H WHICH AL ARCHITECTURAL APPLICA I-L O > o - M�� APPROVED ALL RITO INSTALLATION. x ° � ...> I I I I woo "� d' TO PLATE ��� FLASHI _ - - - - _ - - - : \i- - - - - - _ Q oUS z - - - - - - - - - - - - - - - ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING HEIGHT OF COACH w ¢ p N ---- — w U ; _ i 1. 1 o _ _ Q _; LIGHTS WITH TOLL BROTHERS P M k_j v i i i i � O ¢ ! II I A W L t ' � 0 5.3.6 a. o i I O (/) IDE ] ME 111E 111 wzZ I I I I i _ i I o El E JOE Ifirl , El 64"9 O � _ 77 ( ` _. u °° I \ i i I FIN. FLR. p J FIN. FLR. + N ' L _ _ I , I I - — O m Boz k { s z o a 1' X 8" CEMENTITIOUS 1' X 4" CEMENTITIOUS Al FLASHING 9 1 \ - DRAWN BY ¢ � 2 4 6 ce TRIM (TYP.) ,� m 5.3.6 5.3.6 TYP. .3.6 5.3.6 "2. 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U LL_ y _ .L. �.. `T . ...... -- -- -- ---- -- ----- - _-- ---- - - --- --- ----- - - - - � _ ._l ---------------- ' —I - CHECKED BY - i - o z S.VANCLEAVE W �� - :m mm; HALL i SCALE o Z W 11 I S NOTED m Q > _ ' o --j a BREAKFAST GOURMET-, - HAL -I YL Lu � AREA,,,.,,, KITCHEN E � SHEET DATE cn o _ . 07-08-14 0 1 / LOU- 0 SHEET REVISION INFO � o z LAUNDRY ® �1 M.R. #93191 F.M. 08-07-14 = mU , 1 v a WI.0 l 0 M.R. #94181 F.M. 08-25-14 I- 0 Ln Lu (n U i cn O c� y .r z = z Q w - � i C THREE CAR z _.. ............... ..... ca m _ - GARAGE SET REVISION INFO z = X11, � cn W cn _ _. ( J O (n -� = I I a. ap C7 cC w z Z O > cn O I 1 Q� w = I E . .. SHEET DESCRIPTION aC Z U cn o W z , __ FIRST FLOOR � W � I Ln Lu Lu o COVERED 21-" Lu o LANAI I MASTER BEDROOM MASTER BATH DIFFUSER i oQwo ; L LAYOUT ,l, ,> U ---- ; v 83 w z � I r. I PROJECT NAME a uj ® ® I ® ® ATLANTIC BEACH cy- Lu w 1..._ __ ..... ....._... € MBASSADOR on � � W.I.C. W 2 i- U � � ....... Q o w _.. -- .: . — -- --- ............. DUVAL COUNTY -- __ _..__ -- - --- . ... . ..._ ... ; o = o LOT/BLOCK 001 Lu ~ TBI NUMBER 001 zOzpcn z • moo MODEL o � z � z w o Q o zLA/rCOMP #1 A/C COMP #2 CATALI NA I H xr a w w o >- ELEVATION NAME W z a DIFFUSER LEGEND aWW0 w SHINGLE Lu ® SUPPLY r RETURN ® EXHAUST FAN _ QLL_ z ~ zo z SHEET NUMBER = � z ' W FIRST FLOOR DIFFUSER LAYOUT s Q w � � m SHINGLE _ p = c~n SCALE: 1/4 "_ ]'-0" cn W � � � FOR REFERENCE ONLYM 1 62 o w m LV ERIAL NUMBER 1010.0 Lu z 0 i OO �- J QUt-- O J TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING S CODE IN EFFECT AS,FPeTEOFCERTIFICATIONBELOW. �\ SEP 0_9- 2014 d- U �. N ~ l�J w i V Cm d J OOO ' P. BAR EY,A A AR 94562 Z LL- 0 z 1 Q o i z (n _ – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – –– € (ul Lu � a. m I I I I I �, 00 oLu 00 0 1 I I I I a w M 03 Lu o =uJ a w o = w I I I - - - - U w o Zoe I I I I I00C3 00o Q � z I I I 1 Who � w z I I I � � W > 0 I ROOF BELOW I I I x o � z I 1 Lu ...._ ..... .... I I I a p A COD Who I I 1 w z A cy- Lu Q \ ; \ € A a LuI ROOF BELOW-\ a x 3: a I I \\- - - - - - - A WZz I I I x ¢ LuI 1 OPEN'TO w 00 I 1 FOYER a N Q � BELOW I 0 1 o0m .. w O ~ J \ L :I: :I._ .I: I ...I I I ..I 1:: ... .:::..: 1. ...I 7....... _. ............L. oc U z I k H / STORAGE �i tiJ i // H. ; NFINISHED I I DRAWN BY Lu I / \`\ I I I� I I I I I \\1i1 / zLL. m ` I ..L. I, .L ..li li Y:: /// _...... - - --- 1 .. o __ - - - - CHECKED BY vi z0 z I I EHU ® O ---== UJW a i I ROOF BELOW - ® S.VANCLEAVE ....... z w 1 I I I SCALE AS NOTED J : J o � _ I _ o LOFT F, 1 Lu (n p o (" 1 hv. SHEET DATE 0 1 I HALL \ � � 07-08-14 O I j SHEET REVISION INFO w O I �� I GAME ROOM I Di M.R. #93191 F.M. 08-07-14 m U o cn I IM.R. #94181 F.M. 08-25-14 � v o � r I - a = M.R. #94850 F.M. 09-09-14 Lu m w .. 'COVERE OO ._., Q o o I I I _ _ ® iBALCONY: Lu wuj I _ L... .. ( I SET REVISION INFO J w :< a O cn I Lu ca Z i C7 oC w � ; z p > 1iT Ln O O IrzzZl t e e V) SHEET ATH 4 ATH3 - 1 SHEET DESCRIPTION (n L�, ;., I SECOND FLOOR Lu ZLu " � BEDROOM 5 BEDROOM 4 F 1 DIFFUSER moc �- z LU Lu BEDROOM 3 v� 1 LAYOUT ROOF BELOW w (nQ w o PROJECT NAME o w W ATLANTIC BEACH AMBASSADOR w = � o H U w Uz � t- - -- - - - - – — ..w L - - - - - - - - - - - - - ......._ — - - - UVALCOUNTY - - - - - - o = o I LOT/BLOCK 001 Z: ri z o z TBI NUMBER 001 o zo MODEL z Q z ¢ t Lu CATALI NA w 'i z ¢ DIFFUSER LEGEND ELEVATION NAME w LL. Z w O n. p SHINGLE W ® SUPPLY ® RETURN ® EXHAUST FAN Lf x 2;-p SHEET cywLAYOUT SHEET NUMBER ozw � SECOND FLOOR DIFFUSE Q - O ? SCALE: 1/4 "= 1'-0" SHINGLE _ wb2 , ¢ Oma . FOR REFERENCE ONLY � owmw de—Z J U M2 , 62 P—/ w O O � ¢ U � o J ERIAL NUMBER 1010.0 i:` ELECTRICAL SYMBOLS LEGEND TO TBEST OF KNOWLEDGE,THE DESIGN DEPICTED ON THIS DR;{'-N1NG COMPLIES WITH THE APPLICABLE MINIMUM BUILDING t�DE IN EFFECT CT AS OF DATE OF CERTIFICATION BELOW. 4 Z N ~' (b SINGLE RECEPTACLE I U) LU DUPLEX RECEPTACLE ;lila 1. , l •2.014 o ® 240V RECEPTACLE - I- 2 - . Ie m 6 SWITCHED RECEPTACLE 0 , h __j 4 QUADRAPLEX RECEPTACLE ' - /' U F— �j SINGLE FLOOR RECEPTACLE A oN P. BARLEY,AIA � DUPLEX FLOOR RECEPTACLE AR 94562 FO SWITCHED FLOOR RECEPTACLE 0 0 a QUADRAPLEX FLOOR RECEPTACLE M o GFI GROUND FAULT INTERRUPTER z � � . , WP WEATHERPROOF GROUND ac ..............................._.... ........ ......... ....1111.. fto r' FIREPLACE 01 EP ELECTRIC PANEL Fil U) w O !1111.. 1111-..... . . .. 1111. 1 111. 1111.. .. 71 i - i:.... r.,:.. --� --_D., a N __ i. i , VP VAPOR PROOF o �, ........ . _. .. ....._ ... -. , ... ..., ; _p w m � 44 _ - 1111. 1111. _ _ �, ® RECESS INCAND. (EYEBALL) FIXTURE00 ' _ .. ......._ ......... 1111... 1111.. _ __ F=1 _ ......_ .. , M .. _ a °C o - .\ i-'- �-1 SINGLE FLOOD WALL MOUNTED `� o w w ¢ j \ �' ! j DOUBLE FLOOD - WALL MOUNTED �' > _-- H _ �, � I i / /" i - o Lu \ I SINGLE FLOOD SOFFIT MOUNTED 0 I ' STUDY /" PORTICO o Z = / I i I \' DINING\ 91) 1111__-- _.- -- 1111__-1111.1111--____._.._..___ _._..._______-_ _-`-_ - DOUBLE FLOOD - SOFFIT MOUNTED o o i - —_ -- . ) u 44 c' I II ® zo / / I I I ROOM / /1111 r. `�P -COPT -0 HANGING / PENDANT - CEILING HUNG i N o > oc / ! I : \ / 7 / -�i-y INCANDESCENT FIXTURE - CEILING MOUNTED - o > o COVERED ! i \ ( , / �" \ ® H . Con LANAI I ! ! �, / \ �" INCANDESCENT FIXTURE - WALL MOUNTED x o > w ' Z z GREAT ROOM i ! \, "�- `� �; /"/ ® RECESSED HIGH HAT a p � = O J - I I � \ -.. V_N . � ENTRY z4 a ¢ IF ULJ ) \, I.I. - m. / BEDROOM 2 �, 2 FT UNDER CABINET FLUOR. FIXTURE �1 Q w z J �, ! ! ..... .. .I..._. .....- \. 1111 \' /' , 1-36—I 3 FT UNDER CABINET FLUOR. FIXTURE Q w O ¢ \ ! \ \\\ I \. \' / WPB / �- J 4s 4 FT UNDER CABINET FLUOR. FIXTURE �' '� ce o ( . \ \ \ i �_ / -\ GFS ��i //'j'� ~STRIP LIGHT a - - - -- - -- - - - ---1111_ �--� W z z \ \ \ \ ,- -- - ----- (�?=- -- I ; ,/ 0 12x24 FLUOR. FIXTURE p A _ ¢ w \ \ \ - f-_ 1111 _ 1111_- 1111._ _- ._ 1111 1111 ._-- s\ TO 2ND FLR \._.11.11_. 1-1.11_... _ / ;� `� o 1 1111_1111____________ ® 12x36 FLUOR. FIXTURE v 0 0 0 / \ \ \ \ �,I _--- RECESS LIGHT ® 12x48 FLUOR. FIXTURE a N Uql = z a - H L - 0 ---�- El �'— i I "� ' ! L % 24x48 FLUOR. FIXTURE o 1 --- '\ \ �- TWO STORY TO 2ND SD/CO s� oPT. o93 / \ / _ - _ __ _ _ - - -_ 1111 \}\ !\ ; WALL FOYER ® --- SS EXHAUST FAN U-1 I / FLR LIGHT . - ---- m Wp ......... . ` I\\ � MOUNT /� E. - - - �o EXHAUST FAN w/ LIGHT19 \ , . z ; I / G 8F . . . . ... . _... ....... .... M ... 1111__ _- 1111_�, 1111.IL_.IL.... -1f_J L-� _.._.l I \ \•'� ¢ O .. -- -- -- -- -- --- .--- -- - -- - --- - - -_- --- --- --- --- _- �x� -- -- _ n r < �, \ �E. 0 I 'Y I7 Tr I-T If / I > ELECTRIC CO METER 0 0 �, / . - 11:11.- _ _ _ _ 1111 --- -- - -- - - I �� �AT 2 1 �I I I� �I I I �I PWDR �;-. _. �I I� II I� I , I: I -- I G.M. DRAWN BY u li u u u 1 -_-1111.—_ ._ a / �/ �, I; I �- VP ❑ GAS CO. METER . � } I I I I �, I FON `� R -' FI ` W W.L.C_. I FI �-. w i - , I; i, 1111- --- ' \'rare __ __. ® F.M EZA Z �- m ;af / �; UNDER r r it .= \ SD CO SMOKE DETECTOR/ CARBON MONOXIDE DETECTOR I / GOURMETO�� G FR,LIQHl SDi ;:, SD/ Co q z o < / CABINET ( _.li L 1. . ... /1111 ..-. v; o z PANTRY \ Sn CHECKED BY cn 1. SMOKE DETECTOR I KITCHEN FOR Dw. W — _ _ F S.VANCLEAVE = a UNDER / ---------- _ 1111-- --1111-__ _ - SINGLE POLE SWITCH , ' ---�- -- 1111_ �, }} C) >- i CABINET _ - _ - i t 3 WAY SWITCH SCALE m ¢ > o' \ FOR DISP. h --_ GFI I[ REF. Ij�, \ - ---- - . , HALL ' / -- — AS N _ . w \ SPA E : i'" - - 4 WAY SWITCH NOTED o _ J J . ISLAND !Il Imo. ,� o ~ _ - GFI; �- ill `- / - �� l --- -� `\ $ DIMMER SWITCH ® " rr. HA -11" :so �- v "' ! / I I r LL� 1 PUSHBUTTON o i / \ \ Q ON 1 DW - --- O oc I I . :1 : . r o I o' (_\ - '. 1. E,- GF `� i DISCONNECT SWITCH / \ � i \ TT , oc (A 0 1 LL-' 4$� DBL. SINK i L/T L. ------__�---- - --- _ _ SHEET 0814E "' o I W DI GFI / LAU DRY �::::. !k.. 1111_- \ :. ! _. ..._L....... ]T JUNCTION BOX O ' - \� // \ SHEET REVISION INFO O z __�-_� / �� 3 ;1IIA�IR '. _ I © TV JACK �' €. . 1 I BREAKFAST �,_ w O GFI PAC -; \ : I ® PHONE JACK - PREWIRE ONLY 1�M.R. #93191 F.M. 08-07-14 o I' \� AREA COOKTOP _ _�� �� J 1 T THER WIC --. -- ------ G T , __ \ :t \ \ � , ;c�a GFI `` ;i I ! MOSTAT 0 M.R. #94181 F.M. 08-25-14 = IDRYRi GFL _ GFI �. G. .0.: o \ GFI GFI ! SD/CO ' i \ \ I O PHOTOCELL - SOFFIT MOUNT M' ,� z ¢ m w \ \ \ _ ( _ 1111__ ____ ® SPACEi I ■ >- _--- / P --- , \ PHOTOCELL - WALL MOUNT yj' THREE CAR \ 1 i ® ELECTRICAL PANEL z cwn i � GFI '� ..._- - I SPEAKER WIRE FROM TOP OF WALL w ¢ 00 �" \ GARAGE = t SP SET REVISION INFO ¢ _ 0 (n . ----f ----- -- -- FI I ' K KEYPAD w z . - -_ oC g \ I SD - _�- C 1111 -----I .. 1. I 4 a. m �-, -%� / CHIMES cD W w z \ �- /��-' \ - � VP WP � -' - STRUCTURED PANEL (a.k.a. SMART BOX,O o / � �- \ � / 79 MASTER �� O / / / I / BATH FI / "--- - - -- -- - : -`-- = COMMUNICATIONS BOX MEDIA BOX, HOME DIRECTORY) 9 z (n ! / \ I . i - 1..-- o w z / / 4 _;, / i INT. INTERCOM SHEET DESCRIPTION L cn H i / I \ \ — \ i! J�? i _.r 1111_ = Z j j I ,�� ! FIRST FLOOR . � � � o ! 1 I• VP V I J /. - P, I w Z I1 ' I / I I 1! I. I ! \ ELECTRICAL 0 0 I i; - ! i- \ FOR REFERENCE ONLY ~ a " , COVERED \ l ? I I ;: /y '`I, Y, --' LAYOUT I` i / I , \ I w ; J i MASTER BEDROOM ' ,/ I - d �,/ I ! I u, 2 J a i \ LANAI - --> r_ 1 F ,,, cn ¢ U) i I i C � -� ' 1--/ �' f ' ►' - w \ ! -1 aPROJECT NAME w cn SURFACE MOUNTE I D -7:70 O Lou z w ! �—'' I -�_� — I1.:�3 ELECTRICAL PANEL ,- ATLANTIC BEACH o /... 1 -------- � I - W.L.C. GF , I vP II -. AMBASSADOR Lu = <4 0 1111. — 1111- — - 3 4 EMPTY CONDUIT TO I r / WP = GFI "/ -- — = — FIS 2 GANG IIJII BOX W/ 1111- 4. --- Lu , " G ! GFI ,� ,� i— BLANK PLATE IN GARAGE ------ J - - - (�? _. _......... DUVA LL cn ........... . ( _— L COUNTY 1111. �. 0 F - — w 1111-.----1111_._., ._- ---. -- - ---- - - 1111 T t .1111.. .. I T- ; __1111._ ----1111 -- ._...... - - - - O = O ..._. ._. -------------: . --------_ r p rp --- -- '. - - ... rp I`Y- -= - �_ --l----.- ...— _..... ; � � z o z ATTIC ACCESS W/ \ \ , ' I LOT/BLOCK 001 - z O �„ LIGHT AND SWITCH TBI NUMBER 001 z GFI H� IRRIGATION Ln a � � 0 4D ( \ e' 1. Z F--. { In 1-1 a ^ o . ? MODEL �/ U) w Z w 0 / ' } / @ z a A C COMP #1 A COMP #21. CATALINA LU o >- I Lu 0 zLu u- s_____.._ ELEVATION NAME Lu LL z ¢ I CIAz � � o �-- Lo' = w SHINGLE Q = � � N I-- U ! � Z = z 0 F-� Z > aQ I Z SHEET NUMBER W m FIRST FLOOR ELECTRIC_ AL LAYOUT �•l I 1 o � SCALE: 1/4"= 11-0" SINGLE . Q �n0 � Ii �t o z Co v ,a, ; Elm62 UJ J Z J LL. =:, 7 JOOLL- e I Lu ERIAL NUMBER 1010.0 I; ¢ U t- O f;`' J - ;, ,,,,. _- - -- _ _ - I ELECTRICAL SYMBOLS LEG TOTHE AWING COMPLIES WITH THE DESIGN NIMUMED LDINIS � V ,-a O z END DRAWING COMPLIES WITH TNT APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE CERTIFICATION BELOW. i °C (b SINGLE RECEPTACLE SEP Q=9 2014 @�w 0 DUPLEX RECEPTACLE y m ® 240V RECEPTACLE i d J SWITCHED RECEPTACLE �~ 0 0 QUADRAPLEX RECEPTACLE ' �j SINGLE FLOOR RECEPTACLE - RM DUPLEX FLOOR RECEPTACLE R N P. BARLEY,AIA AR 94562 '-' O Aj SWITCHED FLOOR RECEPTACLE 0 a o QUADRAPLEX FLOOR RECEPTACLE o = GFI GROUND FAULT INTERRUPTER WP WEATHERPROOF GROUND V) a 0 -i - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - ce EP ELECTRIC PANEL m o w o I I I I VP VAPOR PROOF El w � �-- I I I I I ® RECESS INCAND. (EYEBALL) FIXTURE 00 00 o W Q i i ij SINGLE FLOOD - WALL MOUNTED a w N M LU a o Faz W E- o I I I I t DOUBLE FLOOD - WALL MOUNTED A'' a �' El Lu z0 = ¢ I I I I SINGLE FLOOD - SOFFIT MOUNTED O Q o z I I I _ _ DOUBLE FLOOD - SOFFIT MOUNTED w g - - p v� O w z ' I ' I I HANGING / PENDANT - CEILING HUNG o I I ! N 0 0 I I INCANDESCENT FIXTURE - CEILING MOUNTED o w ¢ z j I ROOFBELOW I INCANDESCENT FIXTURE - WALL MOUNTED '' o w ( I L.. I ® RECESSED HIGH HATLu 2 FT UNDER CABINET FLUOR. FIXTURE U O Q i i - -�..\ \ I 36 '� Q wcr al w z I I I I f----� 3 FT UNDER CABINET FLUOR. FIXTURE z ►� 484 FT UNDER CABINET FLUOR. FIXTURE0-0 W z z I I I STRIP LIGHT ".a A � ¢ X I I / / OPENTO � I 0 0 o i I / FOYER \, — — — — — — — I ® 12x24 FLUOR. FIXTURE A z a I I BELOW \ I �� 12x36 FLUOR. FIXTURE O f -� I I C� 12x48 FLUOR. FIXTURE o - N } J I ROOF B W 124x48 FLUOR. FIXTURE a- w I / uo m I ( / \ ;' I SS EXHAUST FAN \ � � Lu z I \ ' �o EXHAUST FAN w/ LIGHT _ _ _ _ _ _ _ _ .......................... ... ....... sp TO IST FLR i` I ¢ o o n- I —� _. E.M. z g W I /� % II i i i i i. 'TQ 1 T FLS ... � . SWITCH I ELECTRIC CO. METER ¢ ce I , CH / STORAGE �� I --Li �'SV�IITHI - /%. j J Lu .H.0 # UNFINISHED r % z I / _ + , ,! , ,- , ,� , i GAS CO. METER DRAWN BY cn ¢ I71 CARBON MONOXIDE DETECTOR SD/CO SMOKE DETECTOR/ F MEZA T a I ----- -----ce --[Do Y sD SMOKE DETECTORCHECKED BY nwA H OPT _ ___ .... I $ SINGLE POLE SWITCH S.VANCLEAVE m ¢ > L J O 3 WAY SWITCH SCALE o = I y \ ;\ ` 4 WAY SWITCH 3 w Lu U) I I ROOF BELOW -/ - 1 \. \ 0 I $ AS NOTED O cn I <.. PROVIDE r- EQ' Q' i o I I LIGHT AND I $D DIMMER SWITCH ce cn I SWITCH FOR PUSHBUTTON T% SHEET DATE a o I ATTIC ACCESS DISCONNECT SWITCH o z HALL / % I JUNCTION BOX 07-08-14 = TV JACK SHEET REVISION INFO ~ o z I \ I i ' - ♦ PHONE JACK - PREWIRE ONLY 01 M.R. #93191 F,M, 08-07-14 ¢ w THERMOSTAT M.R. #9 - m m w \ I LOFT �'/ GAME ROOM I Q PHOTOCELL - SOFFIT 4181 F.M. 08 25 14 o — — — - - — - -- _ ( I IT MOUNT w ¢ PHOTOCELL - WALL MOUNT .._ .. . I � 4850 F M 09-09-14 I J sD ' _.._. .. % I [� ELECTRICAL PANEL O cn -� w - i:::.. " "� I @-WP S i rLu - -- -- -_- -....- SD/CO �-�---- "� - ---- GFI I SP SPEAKER WIRE FROM TOP OF WALL SET REVISION INFO ----- _ z > Z ®SD/CO S� - - - \-�®-------_-�- OPT. f I 4 KEYPAD ,--, o o I - __..- _. T CO i LU o I - --- - — - _ --- VERED --- CHIMES \\ P© PT I STRUCTURED PANEL aka SMART BOX, W Z o � BALCONY ( ' ' F=---� �� ,' GFIzb OMMUNICATIONS BOX MEDIA BOX HOME DIRECTORY O � wcn / \ � C ) Lu w z0 i / G. .:; FI ; \\ \�.� ---------- -- -- INT. INTERCOM , \ - sD --- -- --- --- --- SHEET\\ 0 ' EET DE i-- z ", co: I a SCRIPTION B TH 3 \ I SECOND FLOOR co ceBATH a z I I I --- p ¢ W p /-� I � ` w > U I J I \\ \\ \ z ! ; i \\ ' FOR ELECTRICAL , zz = o I REFERENCE ONLY (n J ¢ 1 \ I Lu W = z j ROOF BELOW I BEDROOM 5 _ EDROOM 4 „� I \ I LAYOUT o \ E i Lu N O I OPT \ ATTIC ACCESS I oc OPT ' C7 \ % '`-,.,: BEDROOM 3 I I a 0 0 � z I 'f,...J W LIGHT AND i 1 I 1 / ,,.�: : \ I PROJECT NAME o I SWIT H I - ---- - 1 ATLANTIC BEACH Lu F- _ - \ -- r-- V _ ------------ / VP - 0 Lu - VP AMBASSADOR i z wo w � L� _ _�rOPT - _ _.... .._ ._rOPT --- ----- ._..._ -�-------' I _._. o - - - - - - - - - - = - t- - - - - -- --- ---- _ € i .._.—._—____ .._. _..... ... -.•. .... .e : , YY i e zo z w _ .. - --- - ' - ---- -- - - - - - - - - - - I DUVAL COUNTY 0 In g z zo LOT/BLOCK 001 c m �j ¢ w TBI NUMBER 001 o a W MODEL gwOZ W i zLLJ ¢ CATA LI N A ZV W W O oc w ELEVATION NAME ce .� ¢ w ,,,_ F— SHINGLE ~ z0W 0 _Lq o z = SECOND FLOOR ELECTRICAL LAYOUT - a b ~o SCALE: 1/4 "= 1'-0° HINGLE SHEET NUMBER Lu m W z � � Lij -j O O � 2 , 62 ¢ U h— O W ,J SERIAL NUMBER 1010.0 <{ J s Y