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1690 ATLANTIC BEACH DR - ARCH DRAWINGS TO THE BEST OF W KNOWLEDGE,THE DESIGN DEPICIID ON THIS DRAWING COMPILES WITH THE APPLICABLE MINIMUM GUIDING CODE IN EfFECf AS Of DATE OF CJRTIFICATION BELOW. t0 jApril 21,2016 ' DZ O N F FtrIF I T1*1 � /J� 'C oos4 _ � }I Q►a6pt3 u� ,l� Lu D ( O s £7 [3 /R 0 An 99 0 C+ 00 F V ~ OVAN G. DRUMMOND,AIA AR 96399 Z u- P-4 C:) oz a o fn O uwi Ce aC Z 13- ice 00 U0 ; SQUARE O ABBREVIATION LIST GRAPHICS LEGEND FOOTAGE NOTES LIST CSF DRAWINGS . � d W 0 d. $50 a o z PARTIAL SECTION INTERIOR ELEVATION x ELEVATION H W = a Abbrev. Description Abbrev. Description Abbrev. Description AREA CALCULATIONS. m - DETAIL# - DETAIL# S.F.S'F' C1 COVER SHEET Index of Drawings O A w o �- ___ DRAWING # ___ DRAWING# FIRST FLOOR 2 821 S . FT. GN1 GENERAL NOTES w g 0 0= _ # NUMBER F.P. FIREPLACE PT. LD. POINT LOAD Q � � 00 o z = & AND FRT. FRONT PWD. POWDER a � z = EQUAL FT. FEET PLW. PLYwooD BUILDING SECTION DETAIL CALL-OUT SECOND FLOOR 11444 SQ. FT. FOUNDATION PLAN S o � ■ LU oc @ AT FTG. FOOTING - - DETAIL# ( - DETAIL# A1.62 SLAB LAYOUT J w z _ _ DRAWING# i --- DRAWING # TOTAL A/C LIVING AREA. 4,265 SQ. FT. A1.N SLAB NOTES, SCHEDULES, & DETAILS x O o A/C AIR CONDITIONING F.O.M. FACE OF MASONRY R RISER - wo / a o z ABV. ABOVE RA RETURN AIR W a z ADJ. ADJUSTABLE GAL GALLON RAD. RADIUS CEILING HEIGHT CHANGE 2ND FLR. BALCONY: FLOOR PLAN ►a A O o � 99 SQ. FT. � w00 I— = u A.F. ABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR COVERED PORTICO: 50 SQ. FT. A2.62 FIRST FLOOR PLAN A z C A SPANISH TILE A3.62 SECOND FLOOR PLAN cc w z A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. REINFORCING CENTER LINE � 2 to � a v o '¢ GROUND FAULT '4 COVERED LANAI. 505 SQ. FT. A3.N FLOOR PLAN NOTES, SCHEDULES, & DETAILS o d w AHU AIR HANDLING UNIT GFI RM. ROOM ELEVATION MARKER SHAKE SIDING u, Ce z INTERRUPTER a R.O. ROUGH OPENING GARAGE: 683 SQ. FT. EXTERIOR ELEVATIONS u, ALT. ALTERNATE GL GLASS x o A R D. REQUIRED SLAB RECESS SIDING A5.62 FRONT & SIDE ELEVATIONS Q o = Q ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD Q Q TOTAL. 51602 SQ, FT, a' o oc o R & SH ROD &SHELF FRAME BEARING WALL BRICK A5.1.62 REAR & SIDE ELEVATION, & ROOF SLOPE PLAN a ,UJ o J B.B.Q. BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL A5.2.62 EXTERIOR ELEVATION DETAILS w Ny = o a BD. BOARD HB HOSE BIBS - INTERIOR WALL 4 c� � NON-BEARING � �� �� �'�� � STUCCO FINISH A5.3.62 EXTERIOR ELEVATION DETAILS o B.F.F. BELOW FINISHED FLOOR HD. / HDR. HEADER SF/ SQ. FT. SQUARE FEET (NON-BEARING) a o uj BOTT. BOTTOM HGT. / HT. HEIGHT SGL SINGLE CMU MASONRY WALL _ _ _ EARTH BUILDING SECTIONS U C m BR. BRICK HORIZ. HORIZONTAL SHT. SHEET A7.62 IBUILDING SECTIONS & DETAILS UJ Ce U z BKFST. BREAKFAST SH. SHELF I I I I I I ij GABLE END WALL INSULATION 0 0 � INSUL INSULATION SHWR. SHOWER FRAMED KNEEWALL - DECORATIVE STONE DIFFUSER LAYOUT DRAWN BY QCALC. CALCULATIONS INT. INTERIOR SL. SLIDER _ . M1.62 IFIRST FLOOR DIFFUSER LAYOUT 2: cuej w C.J. CONTROL JOINT I.L.O. IN LIEU OF SPECS SPECIFICATIONS DROPPED SOFFIT PRE-CAST LINTEL/ HEADER M2.62 ISECOND FLOOR DIFUSSER LAYOUT S. PROFFITT CL CENTER LINE S P.F. SPRUCE PINE FIR �• o '.,� CHECKED BY Z o a CLG CEILING KS KNEE SPACE SPRG. PT. SPRING POINT �.. ELSCTRICAL LAYOUT J. HERNANDEZ Ce °� MASONRY UNIT S D. STANDARD DESIGN CRITERIA ,: E1.62 FIRST FLOOR ELECTRICAL LAYOUT a CMU CONCRETE 0 C.O. CLEAN OUT L LONG STL. STEEL E2.62 SECOND FLOOR ELECTRICAL LAYOUT SCALE CD Q > COL. COLUMN LAV LAVATORY STOR. STORAGE TWO STORY: FRAM SINGLE FAMILY RESIDENCE: GROUP R3 22x34 - SCALE AS NOTED J o -i COMP. COMPRESSOR LDRY LAUNDRY - STANDARD NOTES & DETAILS 11X17 = 1/2 NOTED SCALE o = CONC. CONCRETE LIN LINEN T-� TOP BUILDING TYPE. V B - D3 STAND NOTES & DETAILS u.jp cin CONT. CONTINUOUS LT LAUNDRY TUB A T&G TONGUE &GROOVE DESIGN BASED ON 2014 RESIDENTIAL F.B.C. RISK CATEGORY: II D7 STANDARD NOTES & DET AIM SHEET DATE o o TEMP. TEMPERED D8 STANDARD NOTES & DETAILS 01-29-16 °C DB. DOOR BELL M.B. MASTER BATH THK. THICK (5TH EDITION) WIND DESIGN BASED ON: ASCE 7-10 o c2 DBL. DOUBLE MAX MAXIMUM T.O. TOP OF F.B.C. RESIDENTIAL. 2014 ULTIMATE DESIGN WIND SPEED = 130 MPH SHEET REVISION INFO � 4 HOUSE ELEVATION ABBREVIATIONS a o z DR. & SH. DOUBLE ROD &SHELF M.C. MEDICINE CABINET T.O.B.B. TOP OF BOND BEAM --- _ °c° DECO. DECORATIVE MFR. MANUFACTURER TR. TREAD F.B.C. MECHANICA 2014 NOMINAL DESIGN WIND SPEED = 101 MPH ABBR. FULL NAME ELEV. CODE o0 z v; DET. DETAIL MIL. MILLIMETER TRAN. TRANSOM F.B.C. PLUMBING 2014 EXPOSURE: B MAN. MANOR 03 5 n DIA. DIAMETER MIN. MINIMUM TYP. TYPICAL ENCLOSED BUILDING INTERNAL WIL. WILLIAMSBURG 07 m m w DIM. DIMENSION MIRR. MIRROR F.B.C. ENERGY CONSERVATION 2014 PRESSURE COEF.: +.18/-.18 VIE. PRO. PROVINCIAL 08 J DN DOWN MLDG. MOLDING UC UNDER COUNTER CHA. W a o o CHATEAU 09 z � o UNLESS NOTED F.B.C. FUEL GAS 2014 FOR WINDOWS/DOORS, SEE FLOOR VER, VERSAILLES 10 SET REVISION INFO o J w DR DOOR M.P.H. MILES PER HOUR U.N.O. OTHERWISE PLAN FOR ACTUAL PRESSURES: CLA. CLASSIC 18 REV#125990 SP Lu z (n � DS. DOWNSPOUT MT METAL THRESHOLD F.B.C. ACCESSIBILITY 2014 MED. - MEDITERRANEAN 19 02-10 16 a g & m V.B. VAPOR BARRIER N.E.C. ELECTRICAL 011 NFM 70 FEMA RULES & REGULATIONS Q W D.S.S. DENSE SELECT STRUCTURE ( ) TRA. TRADITIONAL 20 z o o � DW DISHWASHER N.T.S. NOT TO SCALE VERT VERTICAL N.F.P.A. 101 2014 ASCE 7-10: MINIMUM DESIGN LOADS CoU. COUNTRY MANOR 21 � � �,., = DWG. DRAWING V.T.R. VENT THROUGH ROOF HER. HERITAGE 22 o z z C" O.A. OVERALL THIS D WING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED CMN. CIMMARON 28 SHEET DESCRIPTION w uj W O E EGRESS O.C. ON CENTER W WIDE AND SEALED OR WHILE CURRENT CODE IS VALID MSN. MISSION 30 COVER SHEET z W E.E. EACH END O.H. OVERHEAD W/ WITH CFT. CRAFTSMAN 31 m W a EACH WAY OPT. OPTION W.C. WATER CLOSET SCL. SPANISH COLONIAL 32 E.W. a ao EL. ELEVATION OPNG. OPENING WD. WOOD BOR. BORDEAUX 33 W z = z ELEC. ELECTRICAL OSB ORIENTED STRAND BOARD WDW. WINDOW BRO. BROUGHAM 39 w 2 a ac ENCL. ENCLOSURE PED. PEDISTAL SINK W.I.C. WALK-IN CLOSET REN. RENAISSANCE 40 o z ENG. ENGINEERED POLY POLYVINYL WP GFI WATERPROOF GFI VIE. VIENNA 41 PROJECT NAME o POUNDS PER SQUARE WELDED WIRE MESH TUS. TUSCAN 44 ATLANTIC BEACH AMBASSADOR �ce a� z EQUIP EQUIPMENT P.S.F. FOOT W.W.M. CLS, CALAIS. 46 0 0 ~ EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH W.W.F. WELDED WIRE FABRIC ITV. ITALIAN VILLA 58 LOCATION W s o FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER PBC. PALM BEACH 80 �- j o w DUVAL COUNTY 8 � w � FLR. FLOOR P.R. POWDER ROOM FMD. FOUNDATION P.T. PRESSURE TREATED CRB. CARIBBEAN 81 CST. z o w � COASTAL 2 -LOT/BLOCK 83 V) Z H g z o z TBI NUMBER 83 o - z � MODEL CATALINA zw �., Q Qoz � � uj ELEVATION NAME 03Wz � z W O w SHINGLE � � o FILE COPY c� u'~ zo z = z REVIEWED FOR CODE COMPLIANCE 'Q SHEET NUMBER n 3.. 12 m CITY OF ATLANTIC BEACH _ D = SEE PERMITS FOR ADDITIONAL ~O = REQUIREMENTS AND CONDITIONS . = C1 ` � wmw , r o Z J U REVIEWED BY. DAM`7 y i o LIC SERIAL NUMBER 1014.0 TERMITE SPECIFICATIONS: 5. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WIND BORNE DEBRIS REGION TO THE BBT OFWKNOWLEDGE,THE DESIGN DEPICMDONTHIS DRAWING COMPLIES WITH THE APPLICABLE NINIMN WMING WITH SPECIFIED LOADS AND GOVERNING CODES . SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS r �n v EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE CODE INElffaISLN:MUOFCERlMCATONMOW. V-4 z 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 Cl TERMITE PROTECTION SHALL BE PROVIDED Y REGISTERED 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 OF F cn PESTICIDES, BAITING SYSTEMS AND PESTI IDES APPLIED TO WOOD, OR OTHER APPROVED METHODS STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ( )• 4 w OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION SEE ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE _ SECTION 202, REGISTERED TERMITICIDE . PON COMPLETION OF THE APPLICATION OF THE TERMITE APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL �, 00 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS BEARING POINTS AND PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. °R`"�4bg PROTECTIVE TREATMENT, A CERTIFICAT 0 COMPLIANCE SHALL BE ISSUED TO THE BUILDING , co DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, "THE BUILDING HAS RECEIVED A COMPLETETREATMENT FOR THE PREVENTION OF SUBTERRANEAN AND ALL TRUSS TO TRUSS HANGERS. GYPSUM WALLBOARD AR �'', 0 o TERMITES. TREATMENT IS IN ACCORDANCE ITH 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 v F' 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 FRFp pgG NOTE: PREVENT SAGGING OR OVERLOADING. RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2 GYP. BOARD APPLIED TO THE GARAGE SIDE. 0 Ary ,AIA 9 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LI UID BORATE UPLIFT CONNECTORS HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8' ABOVE FINISHED FLOOR. Al OR BORA-CARE" PRODUCT METHODS UST BE DETERMINED AT PERMIT STAGE AND PRODUCT 99 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY 0 0 APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORE ENCLOSED ACCESSIBLE P z z 2 PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED FORCES. INTERIOR LOAD BEARING SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY ¢ � cn ) PORTIONS OF WOOD ARE REQUIRED 0 BE FIELD TREATED TO PREVENT INSECT INFESTATION. 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. z NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION uj o � = OPTIONAL BORATE APPLIED TOA FRAME MEMBERS WITHIN 24" A.F.F. OF THESE WALLS. NON-BEARING INTERIOR PARTITIONS a 0 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. m STRUCTURAL NOTES: MANUFACTURER SPECIFICATIONS. SPACING W/ 1/2 MIN. GYPSUM DRYWALL EACH SIDE OR 2"x4" STUD GRADE LUMBER OR BETTER AT 16" O w J CAST IN PLACE CONCRETE 0/C WITH SINGLE TOP AND BOTTOM PLATE. 00 o 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI, AND FIELD REPAIR NOTES ,� a N M wA SLUMP OF 5 GLASS BLOCK ,� o o 3:: Z 1. MISSED J BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED W/ 1/2 DIA. EPDXY ANCHORS w ¢ 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO WITH b EMBEDMENT. SIMPSON SET -EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS MORTAR TO HAVE COMPRESSIVE STRENGTH. TYPES 1800 psi AT 20 DAYS Ca ASTM A-615 GRADE 60. RECOMMENDATIONS. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. O A 3. WELDED WIRE FABRIC SHALL CONFORM T ASTM A-185. WWF SHALL BE LAPPED AT LEAST 6" 2. FOR MISSED VERT .L GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. o UJ . DOWELS DRILL A 3/4 DIAMETER HOLE 6 DEEP AT THE LOCATION OF THE w 0 0 = AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". FIBERMESH MAYBE BE SUBSTITUTED OMITTED REBAR, AND INSTALL A 36" LONG #5 BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART r� g 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 BUILDING IDENTIFICATION t o o � zo THE EDGE OF THE SLAB. THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND AND APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH �` N o POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR �. cc cn USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO ROAD FRONTING THE � o S 0 o MANUFACTURERS 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 J w z 4. HOOKS SHALL BE PROVIDED AT DISCONTI UOU1S ENDS OF ALL TOP BARS OF BEAMS. > o 5. �LHORIZONTAL FOOTING BARS SHALL BE BE T 25 AROUND CORNERS OR CORNER BARS WITH A IL THEIR BACKGROUND. x o 3. FOR MORTAR JOINTS LESS THAN 1/4 , PROVIDE 1 #5 VERT. IN CONC. FILLED CELL EACH SIDE OF ��, O Z o� Z 25 LAP SHALL BE PROVIDED. THE JOINT (BAR DOES NOT HAVE TO BE CONT. TO FOOTING). STUCCO Qlk = 0 6. MINIMUM LAP SPLICES ON ALL REINFORCI G BAR SPLICES SHALL BE 40 BAR DIAMETERS TYP. ) ►-a A O v 4. MI ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO � 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 Z � w z 7. CONCRETE COVER MIN. 3 WHEN EXPOSE 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 � A ¢ LESS THAN 860 LBS (USE (2 MTSM16 FOR UPLIFTS LESS THAN 1720#). NO MORE THAN 10 STRAPS MAY PLYWOOD PANELS. � v � 8 PROVIDE MIN 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND ) � a `e a BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW. IF GIRD *� Lu = zo SEALED UNDER SLAB ON GRADE. ER TRUSS C CONTRACTOR TO INSTALL STUCCO CONTROL JOINTCONTACT ARCHITECT OF RECORD FOR SUBSTITUTION. S PER INDUSTRY STANDARDS. C'� ,� `� A U a- 9. FOR SLAB ON GRADE, PROVIDE 4" CONC. LAB W/ 6 X 6 X W1.4 X W1.4 WELDED WIRE MESH PLACED >- z OUTDOOR KITCHENS O A � z w AT MID DEPTH ON 6 MIL. VAPOR BARRIER 0 4 MIN. TERMITE TREATED COMPACTED FILL(FIBER MESH STRUCTURAL DESIGN x _ ¢ MAY BE USED ILO WWM, WHEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE G CRITERIA ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND C o � � OOK TOPS SHALL BE NON-COMBUSTIBLE. 0 0 o FBCR 2010 R506.2.5). LOADS: ROOF 20 PSF (REDUCIBLE) CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE O FBC RESIDENTIAL SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR a ° "' " _ 10 WHEN THREE OR MORE BARS ARE RE 'D. THE BARS SHALL BE HELD IN PLACE AND RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED 40 PSF N I— z ¢ "CHAIRS"Q BALCONIES DECKS 40 PSF GRILLS OR COOKTOPS. � O ALIGNMENT BY TRANSVERSE BARS ORSPACED NOT MORE THAN FOUR FEET APART. BALCONIES/ DECKS PSF ANCHORAGE � a REINFORCING STEEL ATTIC WITHOUT STORAGE 10 PSF o � IC METAL AND WIRE LATH: 0 0.. ALL REINFORCING STEEL SHALL BE NEW DEF RMED BARS FREE FROM RUST, SCALE &OIL& ATTIC WITH STORAGE 20 PSF U.1 o SHALL MEET ASTM A-615 REINFORCING FOR F OTING SHALL BE SUPPORTED ON PRE-CAST HABITABLE ATTICS 30 PSF 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. cc u z CONCRETE PADS, TOP REINFORCING SHALL Ell POSITIVELY SUPPORTED BY TEMPORARY SLEEPING ROOMS 30 PSF 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL 0 0 STRINGERS. DOWELS FOR COLUMNS & FILLE CELLS SHALL BE SECURED IN PLACE BY USING BE PLACED NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE ADDITIONAL CROSS- REINFORCING TIED TO OOTING REINFORCING. SPLICES IN REINFORCING CONCRETE CONCRETE UNLESS OTHERWISE INDICATED 3000 PSI TI ETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. DRAWN BY Q ce c WHERE PERMITTED SHALL BE THE FOLLOWIN MINIMUM, UNLESS OTHERWISE INDICATED ON THE STRENGTH Z m DRAWINGS: @ 28 DAYS 3. E AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT ANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST / INCH AND FTGS WALLS COLUMNS BEAMS SABS: 40 DIA. OR 25 MIN. BENT 0 ENGAGE NOT LESS THAN THREE STRANDS OF LATH METAL AND WIRE LOH SHALL BE CHECKED BY WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 O z � � � REINFORCING. , • 48 DIA. OR 2'-6" MIN. ATTACHE FILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE UIVALENT OF NO. VLu -1 -ft¢ _ FILLED CELL& MASONRY REINFORC NG. �- �� �: ALL REINFORCING BARS ASTM A615-60 60,000 PSI Q A. BARLEY 20 DIA. OR 1 0 MIN. 11 GAUGE, B EDALVANIZED OR BLUED NAILS 1% INCHES LONG HAVING A HEAD NOT LESS THAN Lu w TEMPERATURE REINFORCING. ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI 3 INCH IN DIA ET z w WELDED WIRE MESH. 8 LAP POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF ER' SCALE m ¢o J MASONRY WALL CONST. FIBERS PER CUBIC YARD MIRRORS z� 1. HOLLOW LOAD BEARING UNITS SHALL BE ORMAL WEIGHT GRADE N TYPE 2,= CONCRETE ASTM C90-01, STANDARD WEIGHT UNITS, fm=1500 PSI MORTAR TYPE 'IS" 1800 PSI Lu TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (fm'= 1500 PSI). MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. U- "' - 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270. UNITS. DURING CONSTRUCTION H.V.A.C. NOTES SHEET DATE 03. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH 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 DESIQAD IN ACCORDANCE WITH THE FLORIDA BUILDING CODE oc --;�- AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 811 TO 11I1. STEEL: WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 MECHANICAL,RESIDENTIAL,= ND ENERGY CONSERVATION UJ 6­4 o 4. VERTICAL REINFORCEMENT SHALL BE ASN TED 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 �z WITH COARSE GROUT. FRAMING: ' � ' = m o 5. VERTICAL REINFORCEMENT SHALL BE HELPIN POSITION AT THE TOP AND BOTTOM AND AT A ROOF DECK. PLYWOOD C-C/C-D, EXTERIOR, or OSB ALL INTERIOR & EXTE�RI0 MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE MAXIMUM SPACING OF 192 BAR DIAMETERS EINFORCEMENT SHALL BE PLACED IN THE CENTER 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. o w z WALL SHEATHING: PLYWOOD C-C C-D EXTERIOR OR OSB CONTRACTOR SHALL PROVE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. cn o � OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. / , w z 6. REINFORCING STEEL SHALL BE LAPPED A N INIMUM OF 48 BAR DIAMETERS, UNLESS VERSA LAM BEAM: Fb = 2900 PSI (2.OE) ELECTRICAL NOTES m COJ � � OTHERWISE NOTED ON THE DRAWINGS. WOOD COLUMNS: PARALLAM 2.0E U.N.O. THE DWGS. ARE DIAGRAMMATIC &INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. Y DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR w a o 0 7. GROUT STOPS SHALL BE PROVIDED BELO BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP WOOD ROOF DESIGN LOADS: TO THE COMMENCEMENT 0 . WORK. DO NOT SCALE ELECTRICAL DRAWINGS. z = w OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW GROUT INTO CELLS BELOW. THE USE OF SHINGLE ROOF: TILE ROOF: SET REVISION INFO w ,�; 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 � g 8. PROVIDE 9 GAUGE GALVANIZED HORIZONTAL LADDER JOINT REINFORCING (DUR-O-WAL OR TOP CHORD DEAD LOAD: 10 PSF 20, ,� y ELECTRICAL CODE &ALL CODES, REGULATIONS &RESTRICTIONS HAVING JURISDICTIONS. ._ a m ENGINEER APPROVED SUBSTITUTION) AT ALT RNATE BLOCK COURSES. JOINT REINFORCEMENT BOTTOM CHORD DEAD LOAD: 10.E 10 PSF GROUND-FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 &20 AMP OUTLETS INSTALLED cc Luz SHALL BE CONTINUOUS AND SHALL LAP A MIN. 8". TOTAL: OUTDOORS, IN BATHROOt4S, &GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. z O > -40 PSF 50 PSF o o WOOD CONSTRUCTION WIND P SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE TO z v 1. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR UPLIFT RESISTANCE. 10 PSF 10 PSF NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO o w to SOIL SHALL BE PRESSURE-TREATED. SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND THE LOAD SIDE OF A GR04ND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE SHEET DESCRIPTION wz 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR 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 z v O FRAMING MEMBERS, I.E. BLOCKING OR GABLE END BRACING SHALL BE SOUTHERN PINE NUMBER 2 LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. GENERAL >- c � p GRADE OR BETTER SHALL BE USED REGARDLESS OF SPECIES. ) ' ALL IL ELECTRICAL SWITCHES.SHALL BE 48 A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6 NOTES ao cc m z WOOD FLOOR DESIGN LOADS: FROM EDGE OF OPENINGS. io ¢ w o 3. ANY WOOD FRAME INTERIOR BEARING WA LL STUDS THAT HAVE HOLES IN THE CENTER OF THE TRUSSES: DEAD LOAD: 20 PSF cri a v STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS FOR ALL HOLES OVER 1" IN DIA. FOR ALL WALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED z z = PLUMBING LINES ETC. SHALL BE REPAIRED W TH SIMPSON HSS2 STUD SHOES TYP. U.N.O. LIVE LOAD: 40 PSF W Q ¢ TOTAL: 60 PSF ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 ce uj = Z 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 WITH THE LOCAL POWER COMPANY, THE LOCATION OF SERVICE AND a o cn p STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT VALUE. SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL SHALL LOCATE METER AND-PANEL AS REQUIRED. PROJECT NAME c vi ~' AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE ACQ-C o , z z ACQ-D CBA-A OR CA-B REQUIRE HOT-DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS.' CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS ALL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR 0 0 g DOT SODIUM BORATE (SBX) DOES NOT. VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% v c WOF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR ) ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30 A.F.F. w STRUCTURAL STEEL ROOFING IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, 0 w cn ALL STRUCTURAL& MISCELLANEOUS STEEL A 6 36,000 PSI, U.N.O. TUBE STEEL: ASTM A500, BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA, ALL ALL z o w � L ROOFS SHALL BE CONC. ROOF TILE UNLESS MODIFIED BY PRODUCT APPROVAL SUBMITTAL. 125-VOLT, 15- AND 20- AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. 1­4Lu = 0 GRADE•B, Fyy = 46.000 PSI PIPE STEEL: ASTM 53, TYPE E OR S, Fy = 35,000 PSI SHOP AND FIELD THERE ARE NO EXCEPTION. cn z w WELDS. E70XX ELECTRODES STRUCTURAL BOLTS: ASTM A325, BEARING TYPE CONNECTIONS LOT/BLOCK - Z oz z STRUCTURAL BOLTS: ASTM A307 STRUCTURA BOLTS: ASTM A307 FOR SECONDARY DOORS &WINDOWS PLM T - CONNECTIONS WHERE INDICATED, ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE PLUMBING NOTES BI NUMBER E o zo STEEL REINFORCEMENT SHOP DRAWINGS TO E 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 z¢ uj 0_4 ¢ FABRICATION. HEIGHT& 5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44 OFF THE RESIDENTIAL MODEL Ln o z FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" A.F.F. � a w ¢ PROVIDE MININUM OF 3" DIAMETER SCHEDULE40 ASTM A53 GRADE B STEEL COLUMNS PER WINDOWS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT ALL HOSE BIBS SHALL BE f JRNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26" ABOVE ALL o R407.3. GREATER THAN 24" OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. GRADE. � w o Z DRAWINGS ARE DIAGRAM TIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, ELEVATION Lu L! = THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. EQUIPMENT, ETC. TION NAME Z w `''' p PREFABRICATED WOOD TRUSSES WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. ry un-) W 1. BRIDGING AND BRACING FOR PRE-ENGINE RED 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 ALL w w MANUFACTURER UNLESS NOTED ON THE PLAN ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND o ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. 2. TRUSS ELEVATIONS AND SECTIONS ARE F R GENERAL 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 DE IGNED BY 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 Lu WI W 3 W ao WITH THE DESIGN LOADS. SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BEE UIPPED WITH NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. SHEET NUMBER p = t; 3. THE TRUSS LAYOUTS PROVIDED IN THIS P N ARE TO BE MATCHED EXACTLY BY THE TRUSS MANUF. SOLID WOOD DOORS NOT LESS THAN 1% INCHES 35 MM IN THICKNESS SOLID OR HON -� s ( ) HONEYCOMB CORE DRAWINGS SHALL NOT BE SCALED. o~ � IF THE LAYOUTS CANNOT BE MATCHED, THE TRUSS MANUF. IS TO IMMEDIATELY CONTACT THE BUILDING STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20 MINUTE FIRE-RATED DOORS. .5 6 2 �„ DESIGNER, TOLL BROTHERS, FOR FURTHER IN ORMATION. WHERE MASONRY OPENING INSTALL SOFFITS PER FBCR R703.1.3 AND R616. U.1 CO S REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSUREGN1 o z J u T MET 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 RE UIRED . Lij 4. DESIGN SPECIFICATIONS FOR LIGHT WEIG AL PLATE CONNECTED WOOD TRUSSES PER THE FROM EACH END AND 12 C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ ( Q ) FILE COPY ¢ u o TRUSS PLATE INSTITUTE TPI LATEST EDITION. (2) ROWS OF 10d NAILS AT 1011C/C, ERIAL NUMBER 1010.0 TO THE BEST'OF W MDMMGE,THE DESIGN DE1nC�ON THIS DRAWING OWLIES WITH THE AMJCNU MINIMUM MOM CODE IN EST'AS OF DATE OF CERTBTLATtON BEM. } V-4 Z April 21,2016 N'~ OF F4 �Lu � Doc 801.011 m 6399 c a J 121.111 631.111 1 4,_1011 00 D A 41_11 71.611 221.011 -------- --------- ________ ' OVAN G. 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PROFFITT z o co Ln Ln i CHECKED BY 25 -11 _ J. HERNANDEZ _ PROVIDE ELEC. ; i T'1 411 0 Ln , 6 PLUMBING WALL - z ° 1n STUB OUTS IN SLAB l J 1 r-- ' cn _ SCALE m a > 1 `-------- ---------- -- , I 6" PLUMBING WALL N ' J o J I FOR ISLAND UNIT I n _, 22X34 = SCALE AS NOTED o �- a > -- - --------L1-------------- I ------� I-------- \ F-- W I I 1 1 I I I I I I I =N LL O 0 cn N n SHEET DATE O p[ I I I I I I I I I I 1 I L) 01-29-16 --� I I ' ' - 111 1 '11 01-29-16 W a-r - I \ I I \ I 1 u I 1 n I 1 CL D �----- ------� �------- 1 2 -7 1 8 -3 , , 2 72 1 - O cc 01.011 ----- -------------L-�� _ ' 1 ► 1 111 1 I 11.011 -. SHEET REVISION INFO Boz � I I 12 -10- 11I _1 I I 1 1 2 I I I --- a >- O - 1 FINISHED FLOOR �____ _____ ---- W OD , J ----- Lu --- - ------ -----� -I=� € 0o V � o o u' _ J NOTE: FIN. FLOOR TO BE 18" 1 u 2'-8" 6 -1011 P-.4 `-� MIN. 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PAD H B / z o Z "B.F.F.(TYP.of 2) FIREPLACE T.O. PAD TBI NUMBER 83 g z o Z PRE-PLUMB FOR FUTURE , „ o z GAS LINE FOR BARGE UE AREA 0 -0 ELEV. MODEL o Q Q 1 n 1 11 1 u 1 n 1 1T' 1 n Z o FUTURE '- " 3'-711 3'-2" 1'-11" J. 4 -11 5 -5 21-1011 1 -6 51-211 1 -6 2 -10 - FILE CATALINA z a > BARBEQUE AREA ' 4-1d 711 � w o z 91_811 51.211 101_411 141.1011 W " STEMWALL FOUNDATION �--- ELEVATION NAME z V O 80 0 I w SHINGLE ' "'' s Lu o a Lu B D z = Zo A7.62 NOTE: FIELD VERIFY ALL GAS LINE `z z LOCATIONS PRI 0 R TO P RI N LAB Q W U. ° S LAB LAYO UT ou G S SHEET NUMBER o z Lu En o o SCALE: 1/4" = 1'-0" SHINGLE m g W ADDITIONAL NOTES, SCHEDULES & DETAILS = A1 .62 0 W CO 0 0Z M . ~ CAN BE FOUND ON THE A1.N SHEET. a u o ~ SERIAL NUMBER pC 1014.0 TO TME BEV OF W KNOWLEDGEE,THE DESIGN OErtCtED ON THIS DRAWING COMMM Wlni THE APPLICABLE MINIMUM BODING WDE IM EFFECT A9 OF DAM OF CERTIMNTIOM BELOW. z SLAB LAYOUT NOTES : April 21,2016 o � (n 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS. �OF°F� f W �-- 2. CONSULT W MAN. SPECIFICATIONS PR � 0 �o / 0 S IOR TO POURING OR RECESSING DOOR SILLS 6399 m 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE U O RED pRG 4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. OVAN G. DRUMMOND,AIA AR 96399 INDICATES DOOR OPENING oz Q 1-4 (n ZcnW O _ ui W0 0. 000 W J � a W 00ui IndM o � a N ui W = o0 ro A Q' D ~ O V w o C] 0 = °00 O z = �-- tp � g Oconi>u too x 0 E a o Z W ¢ z aAC o 0WLu A V c!1 Lu 0 " A w ui Z W.W.M. PLACED IN UPPER �C! '� 04 x 1/3 OF SLAB OR FIBERMESH x p A �J- z z REINF. PER PLAN Q� o ¢ W a 0 U o a o 110 1/8" (MIN.) SAWCUT x 1/4 OF EL N W �- -j SLAB THICKNESS SEE w k;-- o Q FOUNDATION PLAN FOR LOCATION J � � o -=a- --- ------=i rn V cC t.., Mrrn Lu 0 z ocn DRAWN BY ¢ � cc ui S. PROFFITT z Z o � UNCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 CHECKED BY HOURS AFTER CONCRETE HAS BEEN FINISHED ` Zn a I J. HERNANDEZ W W �V CRETE ALLOWS WITHOUT RAVELING O Z W - SCALE 00 ¢ > 22X34 - SCALE AS NOTED J o a 11X17 = 1/2 NOTED SCALE o W 1 SAW CUT DETAIL 0 0` _ CALE: 1/4"= 1'-0" SHEET DATE ALN � 01-29-16 Wk - 0. 09 SHEET REVISION INFO ce ce 0. O --- = m V ocwzcn 00 aWz � m CO W 3:: w Q O SET REVISION INFO o v J = REV#125990 SP cgs 02-10-16 aIn. cem z0 > z � cn o o o �- t j = FRONT WALL OF GARAGE w z SHEET DESCRIPTION W W o PROVIDE 11/2 D x 5" W SLAB LAYOUT z w RECESS AT GARAGE DOOR } c0-e SCHEDULES AND o a > o PROVIDE 4 1/2" D x 8" W RECESS t" vi¢ v SLAB RECESS 1 v, IN SLAB NOTES zz = o cWn2 � ¢ 41/ rn W (n ¢ BRICK PAVERS w o cn o GAR. / z PROJECT NAME FIN. FLR. cc V � 0 . GARAGE ATLANTIC BEACH AMBASSADOR cc L z z 111A .4---- -�--- DOOR o ui SLAB LOCATION 0 H v � Wcn RECESS DUV i� WALL ER con AL COUNTY zO = o -� � PLAN LS ui LOT/BLOCK 83 f z TBI NUMBER 83 MODEL o z � � Q U) o W Q Y CATALI NA > W 0 Q W u- z z¢ PLAN VIEW �-- ELEVATION NAME z V W 0-4 0W 2 SECTION AT GARAGEDSHINGLE��R � W a= 3:: SCALE: 1/4"= V-011 (� Ln L A1.N Z z z vi WSHEET NUMBER ui ceco mr oo = � cri�--� r Wb2A1 . N C� � O O Lj_ IIN pC SERIAL NUMBER 1014.0 TO THE BESr OF Mr KWMMU,THE DISH DEPICt1D ON nus DRAWING COMPI.113 WITH THE APWIGBLE MINIMUM BUILDING CODE M EFFECT AS OF DATE OF CERTIFICATION BELOW. April 21,2016 o g cv OF F4 ooaaa A7.62 4HIGH WALL AT SERVICE _ 80'-0" COURT. SEE DETAIL 8 ON �'G' 0 �- °'° SHEET A5.2.62 0 6399 � m 121.111 63'-1" 4'-10" 00 1.011 111 111.011 31.011 14x_611 131-2%" 7'-4%" 3'-10" 11_ 1 FRED AR GAS LINE TO WATER COMP C COMP 2 OVAN G. DRUMMOND,AIA AR 96399 ' HEATER ' ' BRACKET SEE TANKLESS GAS WATER ELEVATIONS FOR z ,L PRIVACY WALL HEATER DETAILS 0 0 @ 6x_0" A.F.F. ' W.I.C. _ n z o I A 101.011 CLG. 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I --- A Z (� % / --'-- 1 " j 1 1----1-1- O = Q 1 / 10 -0 CLG w _ _� �. // 9 S131-811 ,_ „ PROVIDE (71 I - -;;°e o = I % //..`b 6iPA '-8' 4 BOOSTER �iw T===-n-� 0 o ti / ,� THREE CAR ON N W LL J N - ---- - ---, / LAUNDRY ; ___ r I 1> I I I J _ ----- ------- = FAN alo I l-- w = z Isiso sr, 101.011 CLG. �__�_; as I d. 1 11 I GARAGE �Im I T----�-� c� o oc I O p 6' �: 4 SHELF I 10 -2 =N 10x_OIr CLG. oia � 1 1===='_'_� CD � o GAS COOKTOP L �'' A3.N - Ln wlp 1 i i i � F �o ABV. o RYE 11 z - ,- W 1 1_ N •�_ n 1_ " 1 n -' N I — — I —— — — —— ,_ " 'r-I=] 0 a, m 20 8 , 4 8 4 4 6 -9 co , D. R &S 23 0 �Io i �_ V ILu 0 " _ 11 A -I I r----r-1-� °C z I 6 o �-' 6 AL / � LT ' 'N GAS LINE TO DRYER ¢ � O �I o , H I R & SH, \ 0 0 cn = _ U- F BREAKFAST '-' o �' 'm = 0'-0" C G. 20 - -�- - UP CONTINUOUS HANDRAIL I T=== _, DRAWN BY z w ,r, - U-I 'D.W. ; t x1 1 36 ABV. NOSING , NOTE. 1 I Q ce w of - — AREA ._____ �-a ; T-+ _ -- 22 2 -7 0 �° MAKEUP TRUSS I 1----I-j-, S. PROFFITT w %n cn 1 111 - r-1 a, FLAT FFI MT T--- z m I 12 -0 CLG. W10 REF.'I BOTT. '- 1x Z o - @ 9 0 10"X10" I a LOCATION IN THIS I 6 42 HIGH RAILING W/ �___ 1� I „ z6" M I I JUMPER PICKETS SPACED TO i AREA 1 --- ' = CHECKED BY o Z 0 101_811 121_511 J L1- 2 _y111 41_411 61_[ 11 G1 911 C� ® I_ 1r 11 � 1---- L'�� � ~ o o. (nQ _, 1 Q -- -- - `''FF 77 V 7 REJECT A 4 DIA. SPHERE I I r----�-, J. HERNANDEZ LU Ln I _ I HALL OAK - WDR RM. _ -----_- -- ' ' _ 'Ln � 1 SCALE o >- w I O° LAT 10'-0" CLG. STAIR 10' 0" CLG. 10'-0" CLG. �, m a > GOURMET O z 5 , 22X34 = SCALE AS NOTED I _ _ o 0 J _ I A KITCHEN Q 11 = �- T I R & SH _ - _ 0 �- Q N O 12'-0" CLG. a 4 � ;'� ;; ' , ; ; ► , ;, , - - - N 11X17 - 1/2 NOTED SCALE o = I ,_811 0 E C r _ W W to M I / N 1 OR -4f U I Ln M SHEET DATE J O % _ _L 5'-111r I 51_411 _ Ir 1_4x111_ 11 be ,U�'.. ��,,, `° I ILI E OFF 00 N _ - - - ' ,�'�Q,, TW _ °� 4 01-29-16 UJ o aCoe ce � - ( 1 AB VE - HALL % - '' M I 21 1 -0 OYER SHEET REVISION INFO o _ 1�0 6 F- 1 I ap I I - 121.0" CLG. 0- 1 .511 611 O 7 aoz N - - - -- -- - -- - - = I 12'- " 5 O O O H O I -' ' f 1 II O I 11 --- = m BOX BEA TO U-t-1 811 2 .11x1 ^ 41.411 2x_6x1 7x-9" u, 3 .7 41.6 31.11x1 _ 5x_011 15 .1Y LU Z (n I COLUMN 1 ^ I o o� _ ; , o I I cn .I I LINE OF 2ND. FLR. ABV.--/ 11 I - 7 11� BATH 2 z cn o c� WIDTH TY . �- x 11 Ln 1 11 x1 ' 1 BOTT. @ 9-0 M en O Q z A - - - - -R�4VE -8PJ - - - -I - - - - - =4l' _ _ 51 =1— - - - - - - - - I I - - - - - - 10 -0 CLG._ - - A IMScy m m w A7. ( STEMWALL I I U-m I _ _ o tn A7.62 o ; o I I -- -� - - -- �-7 rn cz = �,, I 10 I 1 _ - - - - - - - =N = s O SET REVISION INFO o O �, = FLAT SOF T BOTT. 101-8111 W 1° = I N G REAT ROOM °° I I I @3 -1111MT ;� o z = I I 1 11 x 11 ( I I o 19 1 _ REV#125990 SP W 12 -o To 12 -8 ,� �, / BEDROOM 2 av, m UP I COFFER CLG. I I va r- -- - - --- - --� 1 x1 �"� 02-10-16 CL ce _ x x / 10 -0 CLG. 0 cc Luz N I MT 1 12 - 1 1 - I DINING ROOM I / = A ~ O O [V = 1 % II I 112'-0" I I O I 121_011 TO 121_811 I (� `\ ,� -- s N `;' I OVERS 6 I o I I Im 1 COFFER CLG. '�'-' Z "' °° I LANAI I 17'-2" N I I I� 13x_Oxx I , 5'-2" 12'-10" SHEET DESCRIPTION ENTR (A Lu I 121.011 CLG r' o I = H' 11 11 = Z v o „I I 2 I I I 2'-0" 6" 611 PAVERS ON �* 6 = 6 FIRST FLOOR o p I I ( I I~ I �- STEM WALL z �, PLAN 1_ 11 x_ 11 A3.N ,- „ ( ,_ „ I TYP cin I I 4 4 I W ............... I 5 66 5 124 Q - 0 o - I I 1x -011 SHED ROOF UP z z = o u- 2,_61, I 8 I I , = 14 ---- I I I I �' PORTICO v a I I 121_811 ;� F ABV. = I I I _ Lu Q v, I TYP _ I I I I 1_ 11 STUDY O co _ o0 oc uj = z ( L- -- FIREPLACE - - J I I 12 0 _ 1 I 10' 0" CLG. I I = PROJECT NAME W o cn _ — T I I I lo'-0" CLG. = N I I I `'- N ce oc z z I N �. in ( ( I I ATLANTIC BEACH AMBASSADOR op1W LOCATION W = , _ _ Q - DUVAL COUNTY ,--1 CC I--- ...... ,-1 U W ........................ ... % — —— Q ::: .:. ..........::...::.... W GAS LINE TO o 0 w 12 X 12 COLUMN IMO� Hg 1(�) W = 0 TYP. OF 2) SEE FIREPLACE cn F' ELEVATIONS FOR TYP. DECO COLUM LOT/BLOCK 83 z zo z 'L 3'-2" 11'-10" '-8" 9'-5" 7'-8" SEE ELEVATIONS FLAT HEADER SEE z 0 z DETAILS FOR DETAILS E NATIONS FOR TBI NUMBER 83 a- - �" o GAS LINE FOR _ FLAT SOFFIT o z x x1 31_711 31-2" 1'-11" x 11 , DETAILS z ,,, o FUTURE BARBEQUE 4'-11" 5'-5" 2'-10" 1'-6" 5'-2" 11-6x1 2 -10 -0 MODEL Q ^ � ¢ AREA � w Q 91_811 451_211 101_411 141.10x1 CATALINA z a > PRE-PLUMB FOR 7 QOle uj >- FUTURE 1 11 u z a BARBEQUE AREA 80 -0 F— ELEVATION NAME c� ww W Z o B SHINGLE DC w Q = � � � A7.62 � '0 z = � 0 FIRST FLOOR P N z c? � ,,w Q SHEET NUMBER W °° SCALE: 1/4" _ 11_011 SHINGLE t _ o zujo vi T ce = A2.62 ADDITIONAL NOTES, SCHEDULES, & DETAILS O W m U .J Z _1 Li Q 0 o u_ CAN BE FOUND ON THE A3.N SHEET. SERIAL pC NUMBER 1014.0 TO THE BEST OF 14Y KNMLEDGF,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH TIME APPLICABLE MMM BUILDING CODE IN ERECT AS OF DATE OF CEFI(TIFICATION BELOIN. Lj April 21,2016 Z CD C-4 OF F4 ice B cail FE A7.62 C:) 62' 6399 +4 J. 0 00 0 0 00 551-311 1 61-1011 ED A OVAN G. DRUMMOND,AIA 07_2 51-2Y211 91-1011 91-411 161-411 11-911 31-711 11-611 AR 96399 z U- 0 z Z o BATH 3 Z En 11M, 9'-0" CLG. I..4 — K�) Cc K0 2: = % % - - Lu ce % .... ........................ ....... ............. ............... ............ ...... .............. ....... ...... ............ ........ .............. .....................................-1. .......... ........ ........... .7111" .7- a ............. 1 (n LuO CL _j co ... oz 00 UJ "? 00 1-011 ch 13 ct Lu p I NLn Ln Lo cd 0 _j uj < BATH 4 11 LU :E Co BELOWO �Di 0 0 9'-0" CLG. U 00 C*4 100, c> 0,j A .1811 WALL W/ 1811 RAILING. 00 z BEDROOM 5 BEDROOM 4 14' BEDROOM 3 040 v 9'-0" CLG. 9'-0" CLG. REFER TO ELEVATIONS FOR Ln v, r, I oN d. 9'-0" CLG. ui ATTIC DETAILS TYP. OF 2 cn cn >I ui z — - — - — - 15 15 ACCESS V-4 1 '.7. 0 > 0 1-911 1 it -4 1 11 -DECO COLUMN TYP. SEE Lu 51-811 1 10- 3-0 13 131-611 5 -8 4 iu> o0 ELEVATIONS FOR DETAILS 6 % Z 21-4" = III. %J Lu o 31-311 10141 cn Z 5 ce Lu (18 18 z Fq I I­ OI FLAT SOFFIT Lu 0 101-51' 31.411 -31 (D14 1 2 10 +1— - — - — - — - — If, 4- 4m Z (1E) O Ln Lu 0 9z ... SLOPE SLA 18 1-911 181-411 z ... R &SH CD 4 ... 0 Z UJ 1/80 PERF K T m10 ON 6 ... It R&SH CN C:) W E : C'4 WU- _j cn ............................................................. . .................*:..,.*.*.*.*.*::.,.*.*:.,.*.*: I j ............................................................................:x.................. ................ P61 _j SP CE En z L 0 V-1 ce H U GAME ROOM -411 COVERED En 9'-0 CLG.u- CONTINU US V-101" CLG. BALCONY o HANDRAIL @ 36 ... 0 co VAULTED CEILING aw co FLAT SOFFIT CD P-4 MT Im Lu 0 ABV. NOSING 12 1-011 BOTT @ 8 ce u Z P o 0 9'_811 231-811 51.7n % Ln L cn ATTIC DRAWN BY w ce ACCESS ... ce ... ------ LOFT 42" HIGH RAILING W/ I ... "�—ARCH SEE S. PROFFITT z co 9'-0" CLG. L3 W Lu co PICKETS SPACED TO z ------ cn REJECT A 4" DIA. SPHERE --- ELEVATIONS FOR CHECKED BY Uoz 4 6 ce (A < — % DETAILS tn En 1HERNANDEZ Lu Ce Go 11 1-1011 13 ... -011 -6.1,2 1-772 3 121-2 6 41-1) 1 — - - ;r JI . _:�� L I 0 - 3611 HIGH RAILING W/ 10 .0 -0 DN I ... FLAT SOFFIT SCALE Ln PICKETS SPACED TO w 81-711 z .......... 22X34 SCALE AS NOTED ca < REJECT A 4" DIA. SPHERE ._j 0 _j MECH RAGE J #2 FLAT SOFFIT _j _j 0 11X17 1/2 NOTED SCALE o .7. ............................................. ......... �E= -- ------- UNFINIS D ODS ce ui (n LL_ SLOPE CLG. 1 1 1 1 1 #1 SHEET DATE i- ij% 'B ON U 11141 �17� 1 -1 1-11 0 01-29-16 A3. UJ CRICKET........ SHEET REVISION INFO .......... . ........................... 0 F_ OAK ;14 0 Lu >CQ- U ... ... STAIRS kD 3= %0 PROVIDE 12" MINI 11 uj z (n 6 6 Z CLEARANCE FOR CONTINUOUS 131-611 w CONVENTIONAL SLOPE HANDRAIL @ 36 CRICKET AS z 0 0 L\D >_ co uj Ln REQUIRED. L co _j 2: A FRAMING ABV. NOSING A _j - — - — - — - — - ---- - — - — - — - — - — - — - — -— - —— - — - — - - ui �.62 Z Lu C*4 SET REVISION INFO OPEN TO .... .... 5990 SP yj 011 20' 5" CLG. 02-10-16 0< CL ROOF BELOW En FOYER BELOW z cn (D ce uj �0. z 0 > 0 BO I 3:: (n 0 '--SHED ROOF ujuuj ................. uj z lk 11% SHEET DESCRIPTION 2: Lu L UJ 0 Z (In I (D Lu SECOND FLOOR Z U _j ui I I I PLAN co ce z 0 < LU C) Lu I..> u I.- (n < ROOF BELOW � c� � z m Lu Cd UJ :3= PROJECT NAME CL 0 Lu o z I I I I I ATLANTIC BEACH AMBASSADOR ce Ce Lu Z 0 0 LOCATION uj DUVAL COUNTY uj ZO (n 0 ui uj LOT/BLOCK 83 Z Z 0 Qz C:) (n TBI NUMBER 83 Z - (no 31.711 1•_6 Z MODEL z o 0 1-011 0­2 41-311 -811 1-111 Z L 6 41-311 9 5 CATALINA ce uj 2: 1-911 Lu 1­4 141_111 18 141-6n 141_911 2: 03 in �i 10 J. ELEVATION NAME uj W_ z < (D &..4 UJ U- z U 0 62' W uj SHINGLE (n vu X afti— - B (n Z 0 Z A7.62 0 FILE COPY b_4 SHEET NUMBER (n 3:: Lu Lu t; 0 SECOND FLOOR PLAN 6 'be 2: 11 11 11 ADDITIONAL NOTES, SCHEDULES, & DETAILS A3.6Z uj co U-j SCALE: 1/4 1 0 SHINGLE Loo CIS co) ' , '-13' S ILA RI GC MT 91-6Y2 ME H 71 C RAC U NFINIS SLOPE CLG _j u Z _j W 0 12 u- CAN BE FOUND ON THE A3.N SHEET. SERIAL NUMBER 1014.0 TO THE BEST OF MY IO WMGE,THE MGN DEPICT®ON THIS 7DOOR TAG � coMPt.zEs wall THE APPI.tUBI.E MiNU1tNt Bt18.DING t° =DOOR CALL-OUT DOOR SCHEDULE ����OF�TEOF�C�TION�• C Z April 21,2016 TYPE SIZE REMARKS '�`�OF Ft gP W o 0 1 THERMA TRU INSUL. ENTRY DOOR 3'-0" X 8'-0" o 399 m 2 O.H. METAL GARAGE DOOR 8'-0" X 8'-011 1 Aa d00 J �.� 3 0.H. METAL GARAGE DOOR 16'-0" X 8'-011 RED AR DOOR 2'-8" X 8'-0" SELFDRUMMOND,AIA 4 CLOSING, SOLID NOT LESS THAN OVAN G. 13/8"THICK OR 20- MINUTE FIRE- RATED AR 96399 Z 5 HOLLOW CORE DOOR 2'-4u- 12"HIGH RAILING HANDRAIL ' " X 8'-0" 0 o 12x12 WD. CARRIAGE WITH BALLUSTRADES SPACED , o (3 REQ'D.) TO REJECT 4"SPHERE 6 HOLLOW CORE DOOR 2 -6 X 8 -0 cn l 7 HOLLOW CORE DOOR 2'-8" X 8 -0 3 iil f� f I i ! _.... f H .._ <.. x. .. .f s .. ;::y •-s[ ,i::i ,i:s � et..' ! 1..i t V l.:Y ..f 4i:) v:� STAIR RAILING AND f : :� f H i I it 1 II 8 HOLLOW LL W RE 0 0 CO DOOR 00 22 -4 X 1 _ :E :E 8 0 0 ;! cn r Lu �..r 3 r 5 1 is F ? i_; ::ci .i i c:a L ;::i ` CL Ce GUARD RAILING NOTE -� ; , f 1 11aN m ! : ` ! , f , : : E 9 HOLLOW CORE DOOR - Q'- " aN fce Z 1 l i € E I l i i t ': $$ ( E 1 6 X V 0 � C\ ! ! i t ; .� w it f iE E 00 O 1 11 -4 4 3 is : E N ._...._.....s..................................................._...............t......................_..............,.._...,........�....._:....._...___:._......:....:....1...:........:_...•...�....�...,.._........._...' ! 1 11 00 STAIR RAILING AND STAIR GUARD RAILING ,: - ' - ` 10 SLIDING GLASS DOOR 12 -0 X 8'-0" EXTERIOR/ TEMPERED ►� M SECOND FLOOR :. :::::::::--: :: a a o SHALL BE CONSTRUCTED TO WITHSTAND A I 11 HOLLOW CORE DOOR 2'-4" X 6'-8" �+ `� �' ::::. o w a CONCENTRATED LOAD OF 200 POUNDS APPLIEDuj ...' `� x �:� H ju> E- AT ANY POINT ALONG THE RAIL IN ANY * 11 , - It ! 12 HOLLOW CORE DOOR 2'-8" X 6'-8" INSULATED O A o NOTE 18 RISERS @ 7 5/8 M ......... ....................... ::: 10 w DIRECTION. IT MUST ALSO WITHSTAND A 11 d' :.............. :::_- ..... 13 FRENCH DOOR w In O = 17 TREADS @ 10 `-Ti , (2) 2 -6 X 6 -8 EXTERIOR/ TEMPERED $ A T AL TAIR I ER ' - 1 NOSING TYP. ao UNIFORM LOAD NOT CONCURRENTLY WITH THE * C U S R S S - -- '' o ¢ z , ;;:.- 14 HOLLOW CORE BI-PASS DOOR 6'-0" X 6'-8" o CONCENTRATED LOAD OF 50 POUNDS PER TO BE VERIVIED BY �� :�f 2x WD'- - • 00 N .E€ ' uj w z LINEAR FOOT APPLIED ALONG THE RAIL IN ANY CONTRACTOR IN THE FIELD :�$ TREADS ��� 15 HOLLOW CORE DOOR 2'-6" X 6'-8" o O o DIRECTION. INTERMEDIATE RAILS AND POSTS :f (NOMINAL o �, USED i:uf, TYPICAL j, it jj �f ' IN-FILL SHALL WITHSTAND A HORIZONTAL aC� = ( ) X , 4 i 17 NOT USED p~ o UJ ¢ Z LOAD OF 200 POUNDS APPLIED AGAINST ANY00 i - ` a A Q " "= .:...,:, 18 HOLLOW CORE DOOR 21-811 X 6 -8 w a ug ONES SQUARE FOOT AREA, NOT CONCURRENTLY : < ! , 4y,ft. y c- wWITH 0THER LOADS. 111111►,' .. ............. :: 19 FRENCH DOOR 2 -8 X 8 -0 TEMPEREDw a 0'-0" FIN. FLR. ;f : i f : ::;.' :::::: ... i' °C z FIRST FLOOR 2x4 STUD Wp, 20 HOLLOW CORE POCKET DOOR 2'-8" X 8'-011 Q w A El. o STO RAG � WALLS NAILER 21 SLIDING GLASS SHOWER DOOR 5'-0" X '-411 O A � z z 6 TEMPERED x _ ¢ w 0 ce 22 HOLLOW CORE BI-PASS DOOR 5'-0" X 8'-011 al O W O 10 1 TAIR DETAIL ;"WINDOWINDOW TAG „ _ WINDOW SCHEDULE SHN o SCALE 1/4 -1 -0 CALL OUT o J A3.N m TYPE SIZE REMARKS Lu O Q U O A SINGLE HUNG 25 36" X 62" EGRESS / LOW E / VINYL 11 11 a w B SINGLE HUNG 24 36 X 49 5/8 LOW E / VINYL DRAWN BY c.5 m C FIXED GLASS 32" X 16" LOW E / VINYL S. PROFFITT D SINGLE HUNG 25 � - (3) 36" X 62" EGRESS / LOW E/ VINYL CHECKED BY °C ¢ J. HERNANDEZ _ = E FIXED GLASS 20" X 30" LOW E / VINYL M W 2ND FIN FLR. F SINGLE HUNG 25 �(2) 36" X 62" EGRESS / LOW E / VINYL SCALE °�° ¢o J Flt4R TRUSSES BINGINEER G SINGLE HUNG H35 25 1/2" X 62" LOW E VINYL 22X34 = SCALE AS NOTED o ~ ¢ / 11X17 = 1/2 NOTED SCALE F- W E H SINGLE HUNG H34 25 1/2" X 49 5/8" LOW E / VINYL / U- 0012 _......_.... I NOT USED SHEET DATE TOP OF MANTLE cc cn ' W ''-'' ;� K FIXED GLASS 49" X 72" TOP 8'-0" A.F.F. TEMP. 01-29-16 a o TO BE 60" A.F.F. o ' ( @ ) / 1 < : ,::::-, I CABINETS AND SHEET cc © < APPLIANCES ARE FOR L SINGLE HUNG 2843 31" X 49 5/8" LOW E / VINYL / FROSTED REVISION INFO uj REFERENCE ONLY p cn o a- ` M FIXED GLASS 36 X 16" LOW E / VINYL n o ca °O _ N FIXED GLASS 24" X 37" LOW E VINYL ¢ � n � „ I / L W Z \ .. �C W a o o K� INSULATION SCHEDULE ( W n IST FIN FLR. SET REVISION INFO W z J uj FIRE PLACE DESIGN FOR FIXED GLASS MASTER BATH LOCATION TYPE R-VALUE U.N.O. REV#125990 SP ce :i (n >. REFERENCE ONLY PER PLAN CEILING @ LIVING AREA FIBERGLASS 38 02-10-16 CL cc W z EXTERIOR WD. FRAME WALLS FIBERGLASS 19 10-4 o oWALLS TO LIVING AREA FIBERGLASS 11 g z u - 2 FIREPLACE ( 3 *%** MASTER BATH DETAIL o � W cn SCALE 1/4"=1'-0" SCALE 1/4 SHEET DESCRIPTION � � W0 A3A A3A FLOOR PLAN NOTES, ucej m � � Z SCHEDULES, & DETAILS W W > UU Z = Z n mi ¢ Lu Ln CeW = (n a 0 U) o PROJECT NAME Lu .ce z z ATLANTIC BEACH AMBASSADOR Lu � � � � LOCATION Lu CA ON Wuj DUVAL COUNTY z O W n Z LOT/BLOCK 83 g z U z TBI NUMBER 83 CL 0 m u o MODEL ZW F...1 ¢ CATA ¢ Ocn � � aW ¢ LINA w WU I— ELEVATION NAME Z a o w SHINGLE cC u' w ('~ zo_ z z Lu ce m 'Q SHEET NUMBER 0OZ = In Luw CoW _ � AIN J z —� u- V a FILE COPY 0 � o ~ SERIAL NUMBER 1014.0 M THE BESr of W KNOW"A TM M510 DVWT®ON nus IMAWM tbHRM WM TW AMCMIX MMUM MMM 21-8Y411 1_QY4 11 ooM M r�as of DAN of CO"JCAMW BMW. April 21,2016 CD C4 S OF F4 ce 'dap Q a,4Q1 W ICa = i... OUTLOOKER � Ln FYPON 1_Olt BM D4X8X48S 4%" 6399 # j co � 911 FYPON 4" 93, 0 1X MOUNTING N RE V 0 TRIM � _ -IS I BMD4X8X48S F D A OVAN G. DRUMMOND,AIA AR 96399 c° N O O [V N ' ' ^ MLA ^ M M F1 M m 0 z o FYPON BRACKET zBKT32X31X5S FRONT W VIEW Wce � C = 21_$411 1 (n Lu �' �' SIDE 3�1 „ FRONT VIEW ON o w J 111 2 .0/ 1/„ 1/„ 5411 �, w � Q M SIDE VIEW aw. Q J13/2110 21 ”o / J W Q w co 0 A � o w 0 m = C o Q z SIDE VIEW FRONT VIEW 00 0 � 0 r g w � J W 0 0 11 ?W , 0 1 11 211x411A I 4 A•+ O Z w a p 3 -0 OUTRIGGER j V 4 11 1'-10 Oil 51/4 � ��1 Z vl A cCWO 4 4 _ A Viz '-+ 0 a cwC d N ce m V 0 1. 1 O A tl 11 � F- z xj z UJ LATTICE, PER DETAIL C M 1_ 1 11 FYPON COROGA15X7S ¢ ,� o 11-2y2 6 a ce Q _� 11 Il O - OON W o _J BEAM PER DETAIL "B" 0 0 \ W \ 9 BAND + 3 o N N 9 o OUTLOOKER PER DETAIL "A" \ u, tl Ln M Ln Oam 3 - - 311 11-411 w o w 2" BAND + 1.1 2" 11 10/11 Q ce O , -1 11_011 4 z 0 w "' SI ED TO MATCH DRAWN BY .� : ce WALL PER PLAN = • ce w HALF INDOW IDTH S. PROFFITT z L`CO CHECKED BY cc J. HERNANDEZ BRACKET PER DETAIL "A" TRELLIS ATTACHMENT 2 GABLE END 3 B RACKET 4 SHUTTER DETAIL 5 GABLE END D ETAI L o }. � PER MANUFACTURER . 11 _ 1 It , 11 _ ! 11 . 11 _ i 11 . 11 _ 1 11 SCALE oc z uJ ' 5.3,6 SCALE: 1/2 - 1 -0 5,3,6 SCALE: 1 - 1 -0 5.3,( SCALE. 1/2 - 1 -0 5.3,6 SCALE. 1 - 1 -0 = 22X34 SCALE AS NOTED --j o J WALL ATTACHMENT - 11X17 = 1/2 NOTED o �- 21.211 51/11 3/41 / SCALE � W � PER STRUCTURAL - $ cA 3' 0" O o o SHEET DATE 1Y2" 01-29-16 UJ J# L o SHEET REVISION INFO O Z 1 TRELLIS DETAIL C> W m 53J.6SCALE: 1/2" = V-011 _ --- 0WzO cA O Q LU �C Co CO w ^11 n � 9 '.} Lu = o w SET REVISION INFO 0 o v Q = REV#125990 SP w z < 5 0 2 KEYSTONE 02-10-16 1x4 CEMENTITIOUS ce m 5.3.6 SCALE: 1" = V-0" M0 � z TRIM (A00 =N L v LU M SHEET DESCRIPTION (n Lu i " wr5O2 ui 3� 9 TRIM DETAIL FRAMING PLAN ui m ce Z A5.3.62 3„ 6 5.3.6 SCALE: 1" = V-0" NOTES,SCHEDULES, & W O 4 ti DETAILS w (n Q V \ a ye Z ya W (7 J — r° (A r° (A UJ o z 6.1 � I:.f PROJECT NAME ce cn(n A5.3.62 - Ln z M BRACKET SHOWN ATLANTIC BEACH AMBASSADOR O� pzw N ,-� 3 I -' "' A5.3.62 FOR REFERENCE LOCATION 1x6 CEMENTITIOUS TRIM G .:... 3 „ ONLY. REFER TO W n' a 7� DUVAL COUNTY o = �, =N 3„ ,Q , W/ 1x2 CEMENTITIOUS CAP c ELEVATIONS w 311 1 a o LL. v7 3/11 LOT BLOCK 83 zOw � -�n �•, Iw / ~ w Z zo z 'j- i CEMENTITIOUS PANEL ' S/4X SLOPED ` 14" cn TBI NUMBER 83 z O z =N 31 011 l� ate. • (A � ' - O ...;;..... ,--a O z w ,.♦ Q ;�: _ _ _ f2� MODEL SHUTTER PER �............. - LINA \N = N N = ? 1 cnceu, Q _ 11_411I A �z o 4/A5.3.62 Ln Ln w o z 1 tl 5 4 X SILL ..........................�........... .. / 1'-411 4" CEMENTITIOUS TRIM I w z Q 1' X 6' F— ELEVATION N z w w o 411 APRON @CORN ERS (TYP.) W SHINGLE ce v w 1x6 CEMENTITIOUS a= � U- TRIM 0 Z = � O z 1-4 zui w Q SHEET NUMBER uw °° z W 6.1DTRIM ON WINDOW DETAIL s_ � 6 KEYSTONE AND TRIMANSHUTTER DETAIL poi OUTLOOKER & BAND ..00 = " - 11-011 '- " SCALE: 1 2" = V-0" 5.3.6 SCALE: 1" = V-0" _ ~ _ � � � 5.3.6 SCALE. 1/2 - 1 0 5. .6 / 5. .6 SCALE: 1" = 1'-011 5.3.6 SCALE: 1/2" = 1' 0" uJ co v � 0 0 � H a V R o ,,: pC SERIAL NUMBER 1014.0 TO THE BEST OF MY IQ WIM)GE,THE DESIGM MM ON THIS ELEVATION NOTES M `° `��" "OMM CODE IM&FECT u OF MnMnOF CEATII3CATIOM SUN. V-4 z April 21,2016 N ~' PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM of Ft 9 FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR P 1*°° °p{q�0*0 o_ 2 5.3.6 1' DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED �' o 5.3.6 OTHERWISE m 5 2, FOAM APPLICATIONS FINISHES SHALL BE ACCORDING 63�' TO EACH ELEVATION ° 0 0 "5.2.6 502 ROOFIN PER tt tt 0 ------------- CONTRACT (TYP) CORAL-LIGHT OR EQUAL PRE-FINISHED ED a 5.3.6 FOAM APPLICATIONS SHALL BE INSTALLED AS PER OVAN G. DRUMMOND,AIA AR 96399 3' MANUFACTURER SPECS. U.N.O. I I _ 3 7 i i '/� �� 5.2.6 PRE-CAST STONE APPLICATIONS, SHALL BE 'STONE z w 5.3.6 I Q 2 4. CAST' FROM FOAM FACTORY INC. OR EQUAL, AND o O CRICKET AS REQ. Z o 3 I 1 5.2.6 701 INSTALLED AS PER MANUFACTURER SPECS. Z� 1 5'3'6 5 3.6 TRIM WORK FINISHES SHALL WRAP ALL OPENINGS TYP. 5. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE W ce ING IOPEN META WORK IN INTERIOR AND EXTERIOR TOP OF PLATE RIOR RAILINGS z m 1X4 CEMENTITIOUS 0 O w J TRIM ( 1 6. AND APPLICATIONS TO BE FAUX WROUGHT IRON00 J ALUMINUM .47 �..... 1 f Lu 1 -4 ' j• ._; ; ; ,��� t � � THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS � H �. O z 1X6 CEMENTITIOUS I I I ..._ : I € �.: ...._......... ..............} �- J w ¢ r....;.. :.......:._.. ...,_..:!.... = ........;. I ...... ...�_._..._....... F.... 7. ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE E—+ w = TRIM W 5/4x SILL TYP. ARCHITECT DESI NER o ,.,.... r..i.....;. ... CEMENTITIOUS TRIM @ / G O L_,..... ! W W ;. a..... , i:.4 :..:> , ;..:..:. ..........:'..... 1.....I.._.... THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING 0 0 z 5 I I ; I _ _ +� ; � _ ; - CORNERS (TYP.) z z I v €.._ i_ ... o� ' ' : : i ._ c'i: WITH THE SUB-CONTRACTOR MANUFACTURER AND o a00~ - � z I � � I 5.3.6 ��•� 4 : 0 � 0 : : :' ' 8. I € THE ARCHITECT/DESIGNER ECT DESIGNER IN WHICH AL I L N i ii Lu to J W z ARCHITECTURAL APPLICATIONS WILL BE COORDINATED .. ; , et ..� � ' .: .. €... ... ..... •`, ...' � ... I I ......� .........moi......_:...._. �......... ►'-� .� > O , _ ;..� . _ ........ ,....: ..._..... AND APPROVED o TO PLATE ! OVED PRIOR TO INSTALLATION W I €I T w . :' .' _ 2nd FIN ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING _ _ - HEIGHT OF COACH LIGHTS WITH TOLL BROTHERS P.M. ._:...._:...........:..........i_......:. ......>. a w ¢ - ---------------- ------------ T ------------- ---�- �€, 0 . �- _ - - - - -f - - ------------- -- TO PLATE FLASHING � • oC W Z N A V (A ¢ d to I € € s a W W C r� <......i ........_. . >- 0 1 -6 ' x o A ........,......... .....� tYfl�t• 0 0 ......�....... I ... p a IL J , Pr 0 1 N 'r W UL _ _.1. Ico L1 1 C ■ i i : i i i . . �.....:.., , ......... 1 ..... !t . ..... ....... ..._. 1 CD cn k ...... ��....... UJ o FIN. FLK. I I F - - . . . N. LR. oc V z , ,._ F ¢ O I I I a z w I I 1.11F i DRAWN BY z m 1 9 6 4 2 FLASMI G 1' X 4" CEMENTITIOUS 1' X 8" CEMENTITIOUS S. PROFFITT P-41z o TRIM (TYP.) TRIM (TYP.) CHECKED BY u, �5.3.6 5.3.6 TYP. 5.3.6 g o ce ina . . UJ Lx. 5.2.6 J. HERNANDEZ uj z W F RO N ELEVATION SCALE co < > 22X34 = SCALE AS NOTED 0 o a SCALE: 1/4" 1'-0" SHINGLE 11X17 - 1/2 NOTED SCALE U-chEn O o � SHEET DATE En 01-29-16 o SHEET REVISION INFO CA_ O o ROOFING PER _ CONTRACT (TYP) cn � u o � �- I `twz i - m °° ui ' i 2 W < Q ' I //- z o W I CRICKET i 5.2.6 SET REVISION INFO uj Ln AS REQ. I • REV#125990 SP W u ZQ = i _ _ _ _ _ it '� TOP OF PLATE ¢ i - - - - -- - - - - - - - - - - - T - - - - - 02-10-16 m10. (7 oC W - Z > _, 0 O ; : j ------------ ; � f ' I t n o w z __ .: ...-... .€_.. ._ :.... ._ 3 . ._ I I SHEET DESCRIPTION .E w ......l.i to ui € UJ FLASHING ::.. :.._ 1..�-,-:. i.. ; F _ € - z ; , �� - € FRONT & SIDE i I uj }- 0 .....K._>...._,...._......u._._.s...... - : .... co ce € ¢ w z _ ELEVATIONS }...... ........i_.....:... ... C) i.. o ...... .....:..._:. 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I I I I 1 E € € 1 i I O ! J 3 UDC 1-1 + € _ € I I I - o :......€ `I ..... I FIN. FLR. oc U Z FIN. ! ! - - — oc0 1 I d 0 O I I DRAWN BY m4 ------------------------------------=----------------------- ----------ce S. PROFFITT ~-z z CHECKED BY W a J. HERNANDEZ W �' SCALE m a > 22X34 = SCALE AS NOTED REAR ELEVATION +{ d ROOF SLOPE PLAN . O F- a SLOPE. 6. 12 U.N.O. 11X17 = 1/2 NOTED SCALE w (=n SCALE: 1/4" = 1'-0 SHINGLE SCALE: 1/8" = 1'-0" SHINGLE O o � SHEET DATE d - ROOFING PER - ROOF VENT CALCULATION. 01-29-16 y o o � CONTRACT (TYP) SHEET REVISION INFO m o 4,158 sq. ft. CEILING AREA = 27.72 sq. ft. (REQUIRED) --- 0 -� 150 cl � r– z (ni o i i NOTE: FBCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO BE CALCULATED yQ_ W z 2 i i AT 1/300 PROVIDED THAT 40-50% OF THE REQUIRED VENTILATION IS PROVIDED o m 5.2.6 - BY ROOF VENTILATORS LOCATED WITHIN 3'-0" OF THE RIDGE OR HIGH POINT Lu apo i �� i (UNLESS CONFLICTS,EXISTS) MEASURED VERTICALLY, AND THE BALANCE OF THE SET REVISION INFO z = 0 `�' TOP OF PLATE I o u' W -- -- - - - - - - - -- -- -- - - - - - - - - - - - - - - - - - - -- - - -- - - REQUIRED VENTILATION BY EAVE OR CORNICE VENTS. REV#125990 SP "' z ~ -- I 02-10-16 Q °C °° ' L C7 cG w z 1 0 O O 11_011 i i .;.........;._t.....: ouj W z (n W .I SHEET DESCRIPTION to W p Z I I cV a- = to w O BALCONY FIN. FLR. I REAR SIDE : - k.. ... IMLL I m p _� : : �.._.... ELEVATION ROOF UJ W (naO I IE € _ _ .... i......................' TO PLATE SLOPE PLAN z z = p 2nd FIN. 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SAND FINISH STUCCO TYP {.:.. .• :.. .;. • •; ELEVATION NAME 1'-1 W �.�.. -ter •�•. •�. • W. t .}• . . •�..t� f• r,• z uj O �• ------------- --------- W � W - - � SHINGLE ° Lu 3:: 4 ¢F=-- c� 8 �2.6z 05.2.6FILECOPY z vim~, cri w .-. . "~ '� SHEET NUMBER Lu LU I. --A-- q41 U L] - Ln LEFT E EVATION F— ............. EE _ 1 ASPHALT SHINGLE REFER TO SHEET A5.2.62 AND A5.3.62 = A5- 1 .62 W w _ m SCALE. 1/4 - 1 0 SHINGLE 0 V t••-1 Z J ~ 0 o u- ROOF SYSTEM FOR ADDITIONAL NOTES AND DETAILS Q V E- 0 pC SERIAL NUMBER 1014.0 TO THE BEST OF Mr KNOWLEDGk THE DESIGN DEPICTED ON THIS DRAWING COMM WITH THE APPUCABLE MINIMUM BUDDING CODE IN EJECT As OF DATE OF CEIMCATION NLOW. VILZ April 21,2016 ;.. Z Q OF Ft WZ 3�2.. �� Dos a��% ; 0 . A cC _ 6399co a0 r' _ 1x2 CEMENTITIOUS 0 0 �n DECO COLUMN YZ TRIM BAND FRED p(zG U F- M OVAN G. DRUMMOND,AIA AR 96399 1'-0" Z U_ co M a-� O 1 _ Z Z - O - Q � &A � co Z to W _ W � � 3.1 RAILING CAP DETAIL = Lu 0 1x4 CEMENTITIOUS 3.1 ce z m BAND.IiiL _ 5.2.6- 2--] SCALE: 1/2" = V-0" 0 w ; % L A5.2.62 a w M w M SHINGLE �, REFER TO DETAIL 2 ON CEMENTITIOUS a H o FINISH FLOOR SHEET A5 2.62 W w Q = Co = 2nd. FIN. FLR. SHAFT H � w F- O Co.. — — — t�-C�ll A �" O w BALCONY = V W z = 00 0O > 1'-2" 1x4 CEMENTITIOUS o w z 2n FIN. FLR. _ :. �,- �Y 1'-0'r v > _ TRIM BAND x ;.....'.....................:....................:.........................._:.............. a, o o B L Y FINISH FLR. W a o °� - -- - - FIN_FLR. a A O N N z A ad w Z r' T' 36" HIGH RAILING W/ 3U (n .2 M = A 01* PICKETS SPACED TO A5.2.6 � 0 1 -1% 1 -1% REJECT A 4" DIA. SPHERE x >- z 1 -4 1 -4 x p Q Z w O Q 2 1 _611 1,_6„ Q+ O oc W 0 � �a N = zQ 3 BALCONY RAIL DETAIL 3.2 RAILING BASE DETAIL 4 REAR COLUMN I�1 cD � ce r.2.6 SCALE: 1/2" = V-0" 5.2.62 SCALE: 1/2" = V-0" 5.2.6 SCALE: 1/2" = 1'-0" 0 1 COLUMN 2 COLUMN ui 0 0 _ja- co 5.2.6 SCALE: 1 2" = 1'-0" 5.2.6 SCALE: 1/2° = 1'-0" c� ce m / ce Q Ln Z Q ce O z w M DRAWN BY ce Lu S. PROFFITT m Z CHECKED BY c Q 4'"3" _ ]. HERNANDEZ � a � � 8.2 � 5�„ Z Ui d' 5.2.62 °� _ SCALE mQ > Ln 22X34 = SCALE AS NOTED o Q 11X17 = 1/2 NOTED SCALE U_ � = SHINGLE 1 x4 TRIM SHEET DATE 0 �� �� SIDING }- B 01-29-16 t- VO N _ DC Lu to _............._...... _..........._._.................... 8.1 N 2"x4" aa _ _..................._...... __._._. cmc oC :::::::: :::Y_.uy _._:..__..._:..___. _._:_._:_._._ 1/2"SHEATHING SHEET REVISION INFO ,,� ,� __.._....___.._____ _........... _� 4x4 WOOD _. _.._._..__.___ _.._...___.__ N W >_ _ _._...._......__. _.__ Y V _ � - POST --- Co in 4"x4"POST 0 w Z V7 INT, . CAP ABOVE. a DECORATIVE 4" 1'-1" 4" ct- m m W LOUVER 11.911 1' X 4" CEMENTITIOUS 7 2"x4" 1x4 CEMENTITIOUS o J X TRIM (TYP.) . WQoo A TRIM M 3 o � _ SET REVISION INFO O cn `< _ O REV#125990 SP ce W z 5CUPOLA DETAIL 1 " 4'-5" 1 02-10-16 = 0 O � w = 5.2.6 SCALE: 1/2" = V-0" 5'-0" FIXED GLASS � � � s.1 CAP DETAIL s.2 PLAN DETAIL '� SHEET DESCRIPTION 0 M W O Z " ' " " ' " EXTERIOR ELEVATION _ O 5. ,6 SCALE. 1 = 1 -o A5.2.6 SCALE. 1 = 1 0 Z o PLAN VIEW DETAILS Wa> � W z = z A cn0 � Q a o z 1'-5" = PROJECT NAME uj N °C "' � � �" � � ATLANTIC BEACH AMBASSADOR 0 0 W .1 HINGLE 8.1 o � , �, HINGLE 10-4 _ LOCATION W CD M 5 2.62 4.1 TRIM 5.2.6 4" TRIM 0 = FYPON 4x4 M DUVAL COUNTY w E- BRACKETSt U.. w � _� POST 8 z0 = O LU ,� LOT/BLOCK 83 Z 0 z 140 , = j _ in N € N TBI NUMBER 83 Z O RADIUS ....._._ ..................._._..........._>-.--a............... r--............:---:. Z —i... ....... a. • U) - O o _ MODEL ................. ........... ._.._..... 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DRUMMOND,ATA ""�K CRICKET AR 96399 AS REQ. 7.-- - -- - — - - M-, O O ¢ 1--1 < . ><' : I ............................................................. :.:....:.:......_........................................._ t4......,..h-i...._i""l......:..✓.........�«......:....-:....._yj...... o � = TRUSS LAYOUT � .<. '< $ �T : „j I .... .. ...3..j.......t. 5� . �Lu„ o BY ENGINEER : ........::::., . 9 .-- .... � a € `t' m I € ....;.......11........_....._ I Un �, " :.........1.... s € # .: I I : ce Z - Q o w J ! :: ,I ' ...,.:.......E..,........:.,.:.....:....i........:�._.......;....i._..r...... .. SEE SHEET A3.N FOR ao N :jsI : 1 ; I I a M 0 o COFFER CLG. ! I :.. !......._.....:.......E........._:...._....t.._ LE a ' i iz w 0 SEE SHEET A3.N FOR '... �1_:._,_ _ ... _. _ ,... >.. - ------- --------- DU H '.. .I -� a o z ,::t :, v:^ t Yt; Y} .; 3 3:,: �, 3:;s7 r v 3:; INSULATION SCHEDULE ;� Ei F-, J W ¢ v '. �. z z: �z.fY..� } L Y C "� C.k ^"fes" < < r ,,.. 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INSTALL HEAD FLASHING UNDER 2 z W ,, BARRIER EATHER RESISTIVE BARRIER (SILL AND HEAD) ::::K..;......, .: (ASSEMBLED 2. SE L JOINTS OF W oc r— :`:. ::::�.t- -:::::.. 3. F LD WEATHER RESISTIVE T WINDOW ch W O :`ti ::::::::::::.. CL. :..... : :.05 SILL PAN BARRIER BACK OVER HEAD ) 2 MAS WITHON v� m cn CO OUS SEALANT. ce z J 2 FLASHING AND SEAL WITH TAPE _ _ 00 o � :�:::::::::.•:. G) :..:::.: :.:::.. 0 0 FLASHING R3ui o � z ..... DO NOT FLASH OVER BOTTOM LLJ 0= .... . CORNER �C)� o NAILING FLANGE4 ' �A PATCH 0 NOTES: o 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE S w ::r`: MIN. 6 WIDE). CONFORMING TO AAMA 771-07 o w zo FLASHING `:�:: i:UD0 E 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF ` WINDOW SILL PLATE. W .. a : .... 1 a A O NOTES. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. z oc W 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. " WIDE 3� A z S S ( I 6 ) FA�a�yil Wo CONFORMING TO AAMA 711-07 4. INSTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED a A °C Z "``` BARRIER TO FORM WATER SHEDDING LAPS. W �:��::�:�:�:=::.:.:,:. PER HAMA 100-07 � ►-� � � a a 02. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS ' o A M W3. MECHANICALLY FASTEN AS NECESSARYo PRE-CAST SILL a O 00o aN UJ z a EXT-1 TYPICAL SLIDING GLASS DOOR FLASHING DETAIL EXT-2 TYPICAL WINDOW FLASHING DETAIL = o NOTE: CLEAN OFF o D3 N.T.S. (EXT-1) D3 N.T.S. (EXT-2) ANY DEBRIS M o OPTION -A STUCCO RAKE JOINT AT WINDOW BEFORE APPLYING m ANY SEALANTS. ce- UJ o z ERIOR PERIMETER CAULKING 0 0 a 6" FLASHING W TO BE SECURED DIRECTLY WINDOWS TO BE INSTALLED z w T TRUCTURE AS DESCRIBED PER AAMA 200-12 DRAWN BY a occ oc CONT. DRIP EDGE ON APPROVAL R a CANT STRIP ACROSS DOOR HEAD g . M. ST ICKLAND Z zTO DIVERT RAIN WALL PER PLAN CHECKED BY o SILL PLATE WALL PER WALL AS a _ REQUIRED 0. SWAFFORD UJ m LL i ce Z "' SEE NOTE #2 RAIN DRIP -SCALE J 1.. REGLET 22 X 34 - SCALE AS NOTED J o J EXTERIOR 3. INSTALL BUCK. PROVIDE _ = WALL HEATH DOOR LIQUID APPLIED FLASHING 11X17 - 1/2 NOTED SCALE U- W cn S ING EXTERIOR OR CONTINUOUS SEALANT 0 0 WITH WEATHER WINDOW P.T. WOOD BUCK SET IN TO MASONRY SIDE OF SHEET DATE � d o RESISTIVE BARRIER � ��� CONTINUOUS BEAD OF BUCK PRIOR TO °; � INTERIOR PERIMETER CAULKING SEALANT AS DESCRIBED INSTALLATION. 0 ac 9 NOTES. - ON PRODUCT APPROVAL 0 SHEET REVISION INFO . a 0 0 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) NOTE. DRYWALL 4. SEAL ALL JOINTS (BUCK Lu m CONFORMING TO AAMA 711-07 TO BUCK AND BUCK TO o - THIS DETAIL ONLY APPLIES AT EXTERIOR MASONRY WITH o W z cn DOORS THAT HAVE NO IMMEDIATE OVERHANGS NOTE. CONTINUOUS SEALANT. cn o CD 2. INSTALL SILL FLASHING AS SHOWN ABOVE WI OW BUCKS ARE T ULKED ABOVE THEM AND DOORS THAT HAVE A SE OND TO LL &WINDOW F CAULKED U . PROVIDE VIDE A LIQUID a w z z STORY WALL ABOVE THEM. 0 U m m W 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS AT INTERIOR AND E R PERIMETER APPLIED FLASHING OR w ¢ o o SELF-ADHERING FLASHING WWINDOWTO BUCK (INTERIOR FACE SET REVISION INFO C:) (n W WATERPROOFING AT EXTERIOR DOOR EXTERIOR CAL TO REMAIN UNSEALED). Lu c (n �- ce m EXT-5 EXTERIOR OPENING OR BEAM- E,�_6 HEAD DRIP DETAIL EXT_7 HEAD DRIP DETAIL E,�_8 M B SEALANT DETA 6. INSTALL WINDOW. ce U.1 Z 0 > D3 - - 3 SEALANT T CONTINUOUS cn o o D3 N.T.S. (EXT-5) N.T.S. (EXT 6) D3 N.T.S. (EXT 7) D3 ,T,S, (EXT-8) 0 L FLANGES I— W = OF WINDOW EXCEPT AT o w z S SILL (PROVIDE 2" MIN GAP SHEET DESCRIPTION rc W o 5 EACH END). STANDARD � z � E� 4 7. PROVIDE CONTINUOUS m c- Z SEALANT AT INTERIOR AND NOTES & DETAILS w a > o EXTERIOR. REFER TO ~ `n `� PT WD BUCK AAMA STANDARDS FOR w J z K. STUCCO ON 8" CONC BLOCK WALL INSTALLATION STEPS. uj _ W/ (1) - #5 W/ #5 IN GROUT FILLED CELL W/ PRE-CAST SILL PROJECT NAME � o � o N. 30 OVERLAP. ALTERNATE DRILL & EPDXY #4 @ 18 O.C. W v% 0 IRECTION (SEE CHART & BEND DOWN INTO STAIR. ce z z --_ ROOFING PER CONTRACT ON (2) TO THE MCONKM' 'TW MXME "�° TM M DRAWWG COt�LtES Mi1TH THE APPLIC/IBLE MIIQMUM BUD.DpIG LAYERS OF 7/16" SHEATHING `°°E�FRa��°"�°�` n°"�°�" Ln z (CONTRACTOR TO PROVIDE PRODUCT OF FC ~' APPROVAL FOR ROOFING SYSTEM) SEE PLAN ��' o cc LU °Rc ,, 0 1:� _ r 2 X 6 W 2" DIA. m ROUND VENT @ ,,.. 96399 0 °� � •' � e5 t3 u tis J f. r 24110.C.- � '< TAH METAL DRIP EDGE --� OVAN G. DRUMMOND,AIA --' AR 96399 CARIBBEAN CLASSIC COASTAL SHINGLE 1X4 FASCIA U- C:) -CEILING INSULATION Z ZoSOFFIT LEGEND 2X6 RAFTER TAIL (SEE ENERGY CALCS.) a N.T.S. rL @ 24" O.C. 1/2" RIGID GYPSUM BOARD O _ DBL. 2x SYP. WD. !u ui a 3/8 CEMENTITIOUS TOP PLATE oc z oo SOFFIT N 2x SYP. #2 WD. STUDS :1 w 00 � N U- w o FINISH MATERIAL @ 16" O.C., TYP. � a ,..a 4 M a F- PER ELEVATIONcld a o WALL INSULATION of w <1 X 6 HEAD TRIM -�' (SEE ENERGY CALCS.) � � ~ 0 2x SYP. #2 WD. HEADER O A Lu -SEE SCHEDULE w S z con °,�° O 00 o oBACKER ROD SCHEDULED WINDOWto w cC > AND SEALANT (SEE FLOOR PLAN � J w Z o � o WINDOW ATTACH ENT x > o COMPLIANT W/ FBC-R ` 5/4" SILL Z a W a Z 1 X 6 APRON 2x SYP. #2 WD. STUDS @ ,..a A p o 1610.C., TYP. w z �n a w0 EXTERIOR STRUCTURAL A �" V cn z SHEATHING AS REQUIRED WALL INSULATION ,.., Lm O can BY FRAMING DETAILS SEE ENERGY CALCS WceZ ) a a� a a WATER RESISTANT BARRIER p A Z �z (2 LAYERS REQUIRED) CONNECT WALL PER Q; x o = a POLYETHYLENE HOUSE WRAP FRAMING DETAILS p" O 0C:) o OR APPROVED EQUAL SYSTEM u.j z a 2x SILL PLATE FINISHED BASE MOULDING w o � o ��, 2x RIBBON FASTENED 3/4" GYPCRETE (OPTIONAL) TOP OF LU U- TO FLOOR TRUSSES PER 3/4" THK. T&G SUBFLOOR FLOOR © � m 0­4 TRUSS ENGINEERING TRUSS � � z a u O ROOFING PER CONTRACT ON (2) 16" SHEATHING In O w (CONTRACTOR TRACTERS OF OR TO PROVIDE PRODUCT a � � ( 0 Lu DRAWN BY �i ce w APPROVAL FOR ROOFING SYSTEM) SEE PLAN > D. KRAMER z . °° z o WAINSCOT/TRANSITION CHECKED BY cf�O a 2 X 6 W/ 2" DIa: ce 12 Lu ROUND VENT @ 2x RIBBON FASTENED BATT INSULATION S. VANCLEAVE f- 24" O.C. ,,- TO FLOOR TRUSSES REQUIRED OVER GARAGE SCALE Z w PER TRUSS ENGINEER (SEE ENERGY CALCS) m a > METAL DRIP -r 22 X 34 = SCALE AS NOTED o -EDGE DBL. 2x SYP. WD. TOP PLATE 11X17 = 1/2 NOTED SCALE 0 0 = 1/2" RIGID GYPSUM BOARD U- cw cn 1X4 FASCIA PRE-ENGINEERED WOOD FLOOR O o ceY._ TRUSSES (VERIFY W/ TRUSS SHEET DATE d 0 0 CEILIE I SULATION ENGINEER FOR TRUSS LAYOUT) 2X6 RAFT IL ( ENERGY CALCS.) o 4,. O,C 1/2" GYPSUM SHEET REVISION INFO O o @ 2 1/2 RIGID GYPSUM BOARD WALLBOARD ON STUDS L m V DBL. 2x SYP. WD. W/ WALL INSULATION _ 3/8 CEMENTITIOUS ~ cl w z vi SOFFIT— TOP PLATE 1 X 6 HEAD TRIM (SEE ENERGY CALCS) z z 2x SYP. #2 WD. STUDS m Z FINI5H MATERIAL @ 16" O.C., TYP. w PER ELEVATION o o WALL INSULATION PLAN FOR SIZE AND DEPTH HEADER , SEE FRAMING z � omi cw 1 X 6 HEAD TRIM (SEE ENERGY CALCS.) SET REVISION INFO o (n = 2x SYP. #2 WD. HEADER Z -SEE SCHEDULE Q g ce cn CO zo > z -• O BACKER ROD SCHEDULED WINDOW BACKER ROD SCHEDULED WINDOW z tj = AND SEALANT (SEE FLOOR PLAN) AND SEALANT (SEE FLOOR PLAN) a w ZWINDOW ATTACHMENT WINDOW ATTACHMENT SHEET DESCRIPTION (nw o z 5/4 SILL COMPLIANT WITH FBC-R 5/4 SILL COMPLIANT WITH FBC-R zX 1 W O 6 APRON � 1/2" GYPSUM BOARD ON 1 X 6 APRON 1/2" GYPSUM BOARD ON STANDARD m ce a z EXTERIOR SHEATHING TO STUDS W/ WALL INSULATION EXTERIOR SHEATHING TO STUDS W/ WALL INSULATION o a w o BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) NOTES & DETAILS � z= TO THE BEST OF MT iOroMMGE,THE DESIGN OEPICr®ON THIS DRAWING COMPLIES WnH THE AMIc�MINIMUM SMIMG CODE IN MCI AS OF DATE OF CEarIFCCATIOH OEM. Ln U N � SET MIRROR 3" FROM ° SET MIRROR 3" ND OFF BACK SPLASH MIRROR=VANITY -5FROM INSIDE CORNER DRYER VENT (TYPICAL) OF Ft j GAS PIPE (TYPICAL) G. = o FOR GAS DRYER ONLY0 t� ce co M AR 399j 11_2" — — — -- i CL J —7 " ~ COUNTERTOPS ; ce 0 ce u DRYER VENT (TYPICAL) '—' O ce Q OVA ,AIA 36" HIGH X � �zo W GAS PIPE (TYPICI AR '499 AL) % (VANITY-5") MIRROR e' o FOR GAS DRYER ONLY 0 o OUTLET BOX _ _ _ I Q 1/4" MIRROR 01DRYER VENT BOX- z o CENTER SIDEWAYS - ATTACH PER MFR. aIN BACKSPLASH O O D D 1 2" RECESS 0 INSTRUCTIONS oz � _ / DRYER VENT BOX- 0 W o FOR MIRROR ATTACH PER MFR. 2X4 HALF WALL c=c °co "' " YORKTOWN IN TRUCTI N - vi z 00 J P.T. SILL PLATE N P.T. SILL PLATE �, w , 00 R "' o "' TRIM - MM MIRROR (IF SLAB ON GRADE) ;� (IF SLAB ON GRADE) ,� a N M cid u' o CABINET a a w w a V NITY MIRROR INSTALLATION INSTRUCTIONS: C ~ OC, rn 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. WITH PEDESTAL co O A egoLu z s � 2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE. 0 o CORNER. (YORKTOWNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, • N > NOTE: BRACKETS REQUIRED IF BOTTOM, OR REAR VENT LOCATIONS. o 0 w zo COUNTERTOP CANTILEVERS MORE THAN 10" 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM x `?« 0 1 " +/- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. LENGTHS PER MANUFACTURER'S SPECIFICATIONS. w OW ¢ QAST _3 N� AKITINT-2NT_1 CHEN HALF WALL DETAIL ER BATH MIRR R WOOD TRIM DETAIL INT DRYER VENT BOX FOR DRYER ONLY VcW z rr — r_ rr A w ao D8 SCALE: 1/2" = 1'-0" (INT-1) �$ SCALE: 1/2 - 1 0 (INT-1) �$ SCALE: 1/2" - 1'-0" (INT-3) „� a cG ce Z U }, cn TILE OR STONE ON 1/2 COMPARE x p z uz, HARDI BACKER BOARD MANUFACTURER'S o ce � OVER 4" EXT. PLYWOOD DIM OF TUB & �" O w o o TOLL APPROVED TILE BACKER (REFER ON 2X4 FRAMING. PUMP LOCATION N = z a TO CONTRACT SPECIFICATIONS) C7 o eC - ocWALL TILE ao w REFER TO FLOOR PLAN, VARIES - SEE PLANS 0 2 m - w O 2X BLOCKING BETWEENES BY MODEL 1 ROW OF TILE Z STUDS (3 WALLS) 0 0 z 2X4 @ 16" O.C. DRAW ¢ � � �r 1% uj DRAWN BY cc VINYL LINER (3 WAL DED 5 1% o ORNER SHELF M. STRICKLAND z m UP WALLS oc 0 (1) CERAMIC CORNER z o o SHELF AT 48" A.F.F. 2X4 LEDGER CHECKED BY O z �- FLOOR TIL ce r a SILIC NT BETWEEN �- m ."``a - oc N. 0. SWAFFORD _ WET BED o � �- IT 44- Lu i-- cC ,� N N DROP IN TUB N SCALE z Cie ce.> FL > 2 SHOWER DRAIN + - m a W 2X4 CRIPPLES 22 X 34 - SCALE AS NOTED j oTHRESHOLD • • - - — 00 11X17 = 1/2 NOTED SCALE LL. O o - .••• • - ••• • - • • • • • • ••. • • • . TILE AT DOOR a 2X4 TO BE P.T. SUPPORT UNDER SHEET DATE L) O THRESHOLD WALL TILE WHEN IN CONTACT TUB AS REQ. BY W r,, �- W/ CONC. MANUFACTURERS. o ce I.- ADJUSTABLE COAT WETBED PLAN �,, �- SHEET REVISION INFO ` � o z SHOWER DRA w m o LIN N SEALANT @ FR-33 DRO P IN TUB DETAIL o 2 SHO N FLAN ROOFING FELT o w z0 V) NOTE �?D�8SCALE: 3/4" = 1'-0" (FR-33) z� _ NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXA SIZE AND SHAPE VAIRES BY MODEL AS "` SHOWER ELEVATION LL, Z BE USED IN LIEU OF CERAMIC WHEN MARBLE/ WELL AS PLUMBING ACCESORIES. REFER TO co m ARCH TECTURAL PLANS BY MODEL. P� o J � MARBLE TILE OPTIONS ARE SELECTED. Lu = o w �`� �`'�� SET REVISION INFO U) W W �G01 o 4 SHOWER & CURB ON FRAMED FLO IN _5 STANDARD SHOWER SHELF LOCATION UJ z END POST TIED INTO FLOOR QP�J a g m 8 SCALE: 3/4" - i'-0" (INT- $ SCALE: 1/2" - 1'-0" (INT-5) JOIST BELOW EXTEND TO M o 6-1 � z BOTTOM OF FLOOR JOISTS. I- W = END POST TO PENETRATE o W z U) SUBFLOOR. SHEET DESCRIPTION W o STANDARD = z w E + FACE NAIL END POST TO m � � Z BLOCKING. NOTES & DETAILS O < wO01 � a 2x BLOCKING BETWEEN , z z = o FLOOR TRUSS AGAINST W -j 2¢ a END POST. "' "' '' ' ' W .01 PROJECT NAME zo SUB FLOOR. �'' ' cC cn uj 01 uj 0„4 U) LLJF— /moi �� /�., /�� /moi �,� / , / �i"e .001 z Z zz cn � i -O t1 - \ b--4 � ' \ \\� .� '• LOT/BLOCKW ice / r yO TBI NUMBER to V 1— J" ' o z O , , MODEL N W , ; \\\ \ -'� ALL w w o ��,.. -% ' ;may�%►'' NAILS(TYP) FLOOR TRUSS. ELEVATION NAME Ln C7 � ww o as a o ALL N � w C>' < uj r� c z = � O U) uj SHEET NUMBER .. w3ccoo LU W � � _ HALF WALL TIE-IN DETAIL ozm � FR 34FILE COPY : EW... -1OOu DN.T.S. (FR-34) : Q Q U I— 0 ERIAL NUMBER 1009