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1786 ATLANTIC BEACH DR - ARCH. drawings i TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWBYO COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. 0 July 29,2016 y G S 0 r] r] y y C? C7Cd a � a J 00 OCT 1 3 2016 Cn R9673 0 v 0000 FR �G FD A Q0 � MANUEL GONZALEZ,AIA ( AR 96730 2 O FIN z W LE Ww n 0 n. ao W ABBREVIATION LIST GRAPHICS LEGEND SQUARE FOOTAGE NOTES LIST OF DRAWINGS ce z PARTIAL SECTION INTERIOR ELEVATION CARIBBEAN ELEVATION 0 M U.1 = m Abbrev. Description Abbrev. Description Abbrev. Description DETAIL# - DETAIL# AREA CALCULATIONS S.F. C1 COVER SHEET - Index of Drawings �'' w F.P. FIREPLACE PT. L.D. POINT LOAD _ _ DRAWING # ___ DRAWING # GN1 GENERAL NOTES cd a '� u, # NUMBER FIRST FLOOR 2826 �`" F" 0 z = � & AND FRT. FRONT PWD. PowDER DETAIL CALL-OUT FOUNDATION PLAN O A � z - EQUAL FT. FEET PLW. PLYWOOD BUILDING SECTION - C OU SECOND FLOOR 727 s o w con FOOTING - - DETAIL# ( DETAIL# A1.81 SLAB LAYOUT Ce z 0° AT FTG ___ DRAWING # \ J / --- DRAWING # A1.N SLAB LAYOUT, NOTES, SCHEDULES, & DETAILS '' g o � o A/C AIR CONDITIONING F.O.M. FACE OF MASONRY R RISER --- TOTAL LIVING AREA 3552 SQ. FT. -� Cl ABV ABOVE RA RETURN AIR R a a z ADJ. ADJUSTABLE GAL GALLON RAD. RADIUS CEILING HEIGHT CHANGE FLOOR PLAN x z O A2.81 FIRST FLOOR PLAN _ A.F. ABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR COVERED LANAI 288 o�c W FINISHED FLOOR GD GARAGE DOOR REINF. REINFORCING CENTER LINE SPANISH TILE A3.81 SECOND FLOOR PLAN Z A.F.F. ABOVE FI v o Q GROUND FAULT GARAGE(s) 601 A3.N FLOOR PLAN NOTES, SCHEDULES, &DETAILS w z w z AHU AIR HANDLING UNIT GFI RM. ROOM ELEVATION MARKER SHAKE SIDING INTERRUPTER �- ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING TOTAL 4441 SQ. FT. EXTERIOR ELEVATIONS a a A }. z SLAB RECESS SIDING A5.81 FRONT & SIDE ELEVATIONS " z W ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD RQD. REQUIRED x o E A5.1.81 REAR & SIDE ELEVATION, ; P-.4 & ROOF SLOPE PLAN O . � R & SH ROD & SHELF FRAME BEARING WALL BRICK ; 0 0 � B.B. . BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL Q A5.2.81 EXTERIOR ELEVATION DETAILS W z a BD. BOARD HB HOSE BIBB INTERIOR WALL :, .r•,�..,:... STUCCO FINISH o B.F.F. BELOW FINISHED FLOOR HD. / HDR. HEADER SF/ SQ. FT. SQUARE FEET (NON-BEARING) BUILDING SECTIONS '° a C! `L BOTT. BOTTOM HGT. / HT. HEIGHT SGL SINGLE o � CMU MASONRY WALL EARTH A7.81 IBUILDING SECTIONS & DETAILS U C m BR. BRICK HORIZ. HORIZONTAL SHT. SHEET w oBKFST. BREAKFAST SHSHELF GABLE END WALL INSULATION DIFFUSER LAYOUT aC V Z . oc a INSUL INSULATION SHWR. SHOWER M1.81 FIRST FLOOR DIFFUSER LAYOUT z o w CALC. CALCULATIONS INT. INTERIOR SL. SLIDER FRAMED KNEEWALL - DECORATIVE STONE M2.81 SECOND FLOOR DIFUSSER LAYOUT DRAWN BY Ce °C N PRE-CAST LINTEL/ HEADER E. KESSETEBERHANAN W C.J. CONTROL JOINT I.L.O. IN LIEU OF SPECS SPECIFICATIONS ......... DROPPED SOFFIT U z o CL CENTER LINE __S.P.F. SPRUCE PINE FIR ELECTRICAL LAYOUT CHECKED BY 0 z CLG CEILING KS KNEE SPACE SPRG. PT. SPRING POINT E1.81 ]FIRST FLOOR ELECTRICAL LAYOUTDESIGN CRITERIAM. GONZALEZ Ce CMU CONCRETE MASONRY UNIT STD. STANDARD E2.81 SECOND FLOOR ELECTRICAL LAYOUT C.O. CLEAN OUT L LONG STL. STEEL SCALE o Q > COL. COLUMN LAV LAVATORY STOR. STORAGE TWO STORY: FIR T FLOOR - FRAME SINGLE FAMILY RESIDENCE: GROUP R3 STANDARD NOTES & DETAILS 22X34 - SCALE AS NOTED o COMP. COMPRESSOR LDRY LAUNDRY SECOND FLOOR - FRAME BUILDING TYPE: V - B D3 STANDARD NOTES &DETAILS F_ W � CONC. CONCRETE LIN LINEN T- TOP D7 STANDARD NOTES & DETAILS "- CONT. CONTINUOUS LT LAUNDRY TUB T&G TONGUE & GROOVE RISK CATEGORY: II D8 STANDARD NOTES & DETAILS SHEET DATE o o TE � TEMPERED _ 06-11-16 V DESIGN BASED 0 F.B.C. 5TH EDITION (2014) WIND DESIGN BASED ON. ASCE 7-10 W P DB. DOOR BELL M.B. MASTER BATH THK. THICK HOUSE ELEVATION ABBREVIATIONS o 0 DBL. DOUBLE MAX MAXIMUM T:O. TOP OF F.B.C. 5TH EDITI N (2014) RESIDENTIAL ULTIMATE DESIGN WIND SPEED = 130 MPH SHEET REVISION INFO cc ABBR. FULL NAME ELEV. CODE ___ o DR. &SH. DOUBLE ROD &SHELF M.C. MEDICINE CABINET T.O.B.B. TOP OF BOND BEAM- Q 5TH EDITION (2014) MECHANICAL NOMINAL DESIGN WIND SPEED= 101 MPH MAN o DECO. DECORATIVE MFR. MANUFACTURER TR. TREAD MANOR 03 W z DET. DETAIL MIL. MILLIMETER TRAN. TRANSOM F.B.C. 5TH EDITION (2014) PLUMBING EXPOSURE: B WIL WILLIAMSBURG 07 S9 2 L9 DIA. DIAMETER MIN. MINIMUM TYP. TYPICAL F.B.C. 5TH EDITI N (2014) ENERGY ENCLOSED BUILDING INTERNAL PRO. PROVINCIAL 08 g- m w DIM. DIMENSION MIRK. MIRROR NERVATION PRESSURE COEF.: +.18/-.18 VIE. CHA. CHATEAU 09 COS VERSAILLES 10 J o DN DOWN MLDG. MOLDING UC UNDER COUNTER VER, _ �,,, UNLESS NOTED F.B.C. 5TH EDITION (2014) FUEL GAS FOR WINDOWS/DOORS,, SEE FLOOR CCA. CLASSIC 18 SET REVISION INFO W DOOR M.P.H. MILES PER HOUR THERWISE MED. 3: w�, LL' `f' DR' U.N.O.0. PLAN FOR ACTUAL PRESSURES: `� MEDITERRANEAN 19 - z c�. DS. DOWNSPOUT MT METAL THRESHOLD F.B.C. 5TH EDITI N (2014) ACCESSIBILITY TRA. TRADITIONAL 20 g Ce >- V.B. VAPOR BARRIER NATIONAL ELECT IC CODE 2011 NFPA 70 FEMA RULES & REGULATIONS COU. N - �- � ao D.S.S. DENSE SELECT STRUCTURE ( ) COUNTRY MANOR 21 H Z o > � DW DISHWASHER N.T.S. NOT TO SCALE VERT VERTICAL N.F.P.A. 101 201 ASCE 7-10: MINIMUM DESIGN LOADS HER. ERITAGE 22 cn O oVENT THROUGH ROOF CMN CIMMARON 28 SHEET DESCRIPTION z t1 _ DWG. DRAWING V'V.T.R.' THIS D WING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED W z O.A. OVERALL S MSN. MISSION 30 w o Z E EGRESS O.C. ON CENTER W WIDE AND SEALED OR WHILE CURRENT CODE IS VALID CFT. CRAFTSMAN 31 COVER SHEET iE z w E.E. EACH END O.H. OVERHEAD W/ WITH SCC. SPANISH COLONIAL 32 a z E.W. EACH WAY OPT. OPTIONAL} W.C. WATER CLOSET BOR. BORDEAUX 33 oa , o EL. Uj ELEVATION OPNG. OPENING WD WOOD BRO. BROUGHAM 39 z a zo ELEC. ELECTRICAL OSB ORIENTED STRAND BOARD WDW. WINDOW REN. RENAISSANCE 40 = (n ; ¢ ENCL. ENCLOSURE PED. PEDISTAL SINK W.I.C. WALK-IN CLOSET VIE. VIENNA 41 � o = z ENG. ENGINEERED POLY POLYVINYL WP GFI WATERPROOF GFI TUS, TUSCAN 44 PRODUCT LINE °- o POUNDS PER SQUARE Y vi in u, EQUIP EQUIPMENT P.S.F. W.W.M. WELDED WIRE MESH CLS. CALAIS 46 ATLANTIC BEACH CC 60'S t2 z FOOT ITV. ITALIAN VILLA 58 o z "' EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH W.W.F. WELDED WIRE FABRIC PBC. PALM BEACH 80 HERITAGE W = o FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER CRB. CARIBBEAN 81 �' � o W R M = DUVAL COUNTY W FLR. FLOOR P.R. POWDER CST. COASTAL 82 25 z o w FND. FOUNDATION P.T. PRESSURE TREATED �., W = LOT/ BLOCK 0067 Z Ce o z `` TBI NUMBER 0067 z o cn v' o MODEL ANASTASIA aoz � W ac W < 2: Wo > W o z ELEVATION NAME � � za LLQ � z W o OFFICE. Crl Y V) CARIBBEAN Z FIEVIEWED FOR CGDE COMPL mmcg SHEET NUMBER cn F ATtANTICBEi� _ z W F- S 4.104 RMITS FOR AMTIONAL tri O 0 6C1 LU W z CO V I�'FV!E 44ED BY: DAM" � z /C� U t7- J O OU_ U a V O pC SERIAL NUMBER 1014.0 t 'I 4, t � TO THE BEST OF Mr KrwwLEDCA THE DESIGN DEPICT®ON THIS WrN�r��s�oHnTOCOABMLE uINTIIPOMN ea wG GENERAL NOTES DOORS&WINDOWS PLUMBING NOTES CD 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND N USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN RESIDENTIAL OF F4 AND SEQUENCE TO INSURE THE SAFETY OFT iE BUILDING AND ITS COMPONENT PARTS HEIGHT&5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26"ABOVE 1Pas°a �'aa� U W DURING ERECTION. THIS INCLUDES BUT IS OT LIMITED TO THE ADDITION OF FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54"A.F.F. GRADE. �Pa° ° WINDOWS GREATER THAN 72"ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT CO a WHATEVER TEMPORARY BRACING,GUYS OR T E-DOWNS MAY BE NECESSARY. GREATER THAN 24" OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, 0 EQUIPMENT, ETC. m THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. 0 �- -� WINDOWS INDICATED WITH (E) OR(EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. SHOWER HEAD 00 673 012 CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE 7'-4" �� a a ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS,ALL GLAZING AT TUB AND HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6-10 �s °°aaa 000�,�� SHOWER ENCLOSURES AND WINDOWS LESS THAN 60"ABOVE STAIR LANDINGS OR TREADS SHALL BE G TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2014 FBC 2411.1.2 GENERAL NOTES RED A� STRUCTURAL DESIGN CRITERIA ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND ` LIVE LOADS: ROOF 20 PSF (REDUCIBLE) SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. MANUEL GONZALEZ,AIA ' O SOLID WOOD DOORS NOT LESS THAN 1/INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE AR 96730 p Z RESIDENTIAL FLOOR, UNLESSOTHERWISE INDICATED 40 PSF STEEL DOORS NOT LESS THAN 1% ( )INCHES 35 MM THICK, OR 20 MINUTE FIRE-RATED DOORS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.THE ARCHITECT SHALL BE Z O BALCONIES/DECKS 40 PSF NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING,TO FIT WINDOW OR DOOR SIZES, PRESSURE c�C STAIRS 40 PSF TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2"TAPCON SCREWS, 6" DRAWINGS SHALL NOT BE SCALED. _ ATTIC WITHOUT STORAGE 10 PSF FROM EACH END AND 12 C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ w ce F- ATTIC WITH STORAGE 20 PSF (2) ROWS OF 10d NAILS AT 10 C/C. INSTALL SOFFITS PER FBCR R703.1.3 AND R616. ch 30 PSF a m HABITABLE ATTICS 30 PSF NE DEBRIS SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). o ce z SLEEPING ROOMS WIND BOR EB IS REGION � ao O w EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE ,qm, � M f 0 CONCRETE CONCRETE UNLESS OTHERWI E INDICATED 3000 PSI SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADEi w STRENGTH OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE e� �- �• z @ 28 DAYS MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE W w a APPROVED NOA AND THE CONSTRUCTION DOCUMENTS THE MOST RESTRICTIVE REQUIREMENT SHALL a ►-a uj ao REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. a O ALL REINFORCING BARS ASTM A615-60 60 000 PSI �-+ E"' w ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI GYPSUM WALLBOARD $ Z = POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM R PROVIDE 1/2O LBS. OF " NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8"TYPE"X"GYP. BOARD ON ALL A FIBERS PER CUBIC YARD GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE W N w y O CONCRETE ASTM C90-01 STANDARD WEIGHT UNITS fm=1500 PSI MORTAR TYPE"S" 1800 PSI $ RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2 GYP. BOARD APPLIED TO THE GARAGE SIDE. cn Lu z MASONRY CONCRETE GROUT 3000 PSI ONTINUOUS� MASONRY INSPECTION IS REQUIRED O > O UNITS. DURING CONSTRUCTION HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8'ABOVE FINISHED FLOOR. QO STRUCTURAL ALL STRUCTURAL AND MISCE LANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD - STEEL: WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY ►-� QSOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARD. x k- UV WOOD BEAMS RAFTERS JOIST PLA ES: U.N.O. NO. 2 SOUTHERN YELLOW PINE(19% M.C.) uuw Z FRAMING: ROOF DECK: PLYWOOD C-C/C D, EXTERIOR,or OSB Q FLOOR SHEATHING:T&G A-C GROUP 1 APA RATED(48/24) GLASS BLOCKce A ~ a 0- WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S- 1800 psi AT 20 DAYS W Z A LU °C z • Fb = 2900 PSI(2.OE) EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. A A OF 0 VERSA LAM BEAM. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. cn WOOD COLUMNS: PARALLAM .0E U.N.O. ►-a BZW Oa � o X: � WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: BUILDING IDENTIFICATION ,� ce TRUSSES: APPROVED N MBE OR ADDRESSES BE PLACED N ALL NEW AND X T O © p TOP CHORD LIVE LOAD: 20 PSF 20 PSF U RS 0 EIS ING BUILDINGS IN SUCH x a N U- _j TOP CHORD DEAD LOAD: 10 PSF 20 PSF POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE W Z --i PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4"TALL AND 1/2"THICK AND CONTRAST WITH a' O BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSE THEIR BACKGROUND. ce O TOTAL: 40 PSF 50 PSF a p ui WIND UPLIFT RESISTANCE: 10 PSF 10 PSF STUCCO 0 m ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8"THREE COAT STUCCO SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL Lu 0 Z UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD PLYWOOD PANELS. LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. " cC 0- CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. z � w WOOD FLOOR DESIGN LOADS: OUTDOOR KITCHENS TRUSSES. DEAD LOAD: 20 PSF riw ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. DRAWN BY CU � Z m LIVE LOAD: 40 PSF CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE O Z �- TOTAL: 60 PSFa� .., ,,. . FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR W. GRIFFIN a GRILLS OR COOKTOPS. L, UJ ce= a ANCHORAGE CHECKED BY w FOUNDATION/SITE PREPARATION. METAL AND WIRE LATH: S. LEE 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. SCALE a --i 1. FOOTINGS WERE DESIGNED FOR AN ALLOWAB SOIL BEARING PRESSURE OF 2,500 PSF, i O `_ FOOTING EXCAVATIONS AND SLAB SUBGRADE HALL BE COMPACTED TO A DRY DENSITY 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL ` , 22 X 34 = SCALE AS NOTED O = BE PLACED NOT MORE THAN 6 INCHES APART,AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE U- Lu OF AT LEAST 98%OF THE MODIFIED PROCTOR 4AXIMUM DRY DENSITY,DETERMINED IN TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. 11X17 - 1/2 NOTED SCALE x' 0062 ACCORDANCE WITH ASTM D-1557.TREAT ALL OIL FOR TERMITE PROTECTION. 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT � � . �j 2.THE OWNER SHALL RETAIN THE SERVICES OFA INDEPENDENT GEOTECHNICAL ENGINEER OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST / INCH AND SHEET DATE UJ BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. ce c� O Z FAILING TO MEET THE GEOTECHNICAL ENGINEE 'S REQUIREMENTS SHALL BE RECOMPACTED 11 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1 " INCHES LONG HAVING A HEAD NOT LESS THAN U.1 m 0 AND RETESTED AT THE CONTRACTOR'S EXPENSE,AND AS DIRECTED BY THE ENGINEER. Y8 INCH IN DIAMETER. SHEET REVISION INFO 10 Lu Z V) _ 3. WRITTEN CERTIFICATION THAT THE MINIMUM ESIGN BEARING CAPACITY,AND THAT THE MIRRORS z z COMPACTION REQUIREMENTS HAVE BEEN MET HALL BE MADE BY THE GEOTECH. ENGINEER. MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. m w H.V.A.C. NOTES J � p =3b.4 THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: w a 0 0 TERMITE SPECIFICATIONS: MECHANICAL,RESIDENTIAL,AND ENERGY CONSERVATION � to W (n SECTION R318 PROTECTION AGAINST TERM ES MOUNT ALL THERMOSTATS AT +4'-0"ABOVE FLOOR. SET REVISION w z TERMITE PROTECTION SHALL BE PROVIDED Y REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED ALL INTERIOR&EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE INFO ce_ PESTICIDES, BAITING SYSTEMS,AND PESTICIDES APPLIED TO WOOD,OR OTHER APPROVED METHODS WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V.A.C. Q a. m OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. ce ui Z SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE ELECTRICAL NOTES Z O > PROTECTIVE TREATMENT, A CERTIFICAT 0 COMPLIANCE SHALL BE ISSUED TO THE BUILDING to O O DEPARTMENT BY THE LICENSED PEST CONTR h COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE DWGS. ARE DIAGRAMMATIC&INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. z V = "THE BUILDING HAS RECEIVED A COMPLETE REATMENT FOR THE PREVENTION OF SUBTERRANEAN ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR z TERMITES.TREATMENT IS IN ACCORDANCE ITH RULES AND LAWS ESTABLISHED BY THE FLORIDA TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. SHEET DESCRIPTION ch w o DEPARTMENT OF AGRICULTURE AND CONSU ER SERVICES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL = Z V NOTE: ELECTRICAL. CODE &ALL CODES, REGULATIONS&RESTRICTIONS HAVING JURISDICTIONS. GENERAL CeL 0 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE GROUND-FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE 15&20 AMP OUTLETS INSTALLED ao ce, a- z OR BORA-CARE" PRODUCT METHODS UST BE DETERMINED AT PERMIT STAGE AND PRODUCT OUTDOORS IN BATHROOMS &GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. C) a > O APPROVAL DATA MUST BE ON FILE WI H THE BUILDING DEPARTMENT. NOTES w cn Q 2 PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED(110 VOLT TYPE)TO z Z = z ) REQUIRED T BE FIELD TREATED TO PREVENT INSECT INFESTATION. NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO PORTIONS OF WOOD ARE RE -� Q THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE UJ ¢ TECTORS SHALL BE PROVIDED W/VISIBLE "POWER ON INDICATOR"AND A TEST BUTTON WITH LU Z OPTIONAL BORATE APPLIED TO AlA L FRAME MEMBERS WITHIN 24 A.F.F. BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. PROJECT NAMEui i (n ALL ELECTRICAL SWITCHES SHALL BE 48"A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" Z z FROM EDGE OF OPENINGS. Lu9 4 12 ALL WALL RECEPTACLES SHALL BE 12"A.F.F. UNLESS OTHERWISE NOTED. V o W ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 W :1= CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY,THE LOCATION OF SERVICE AND zO = 0 SHALL LOCATE METER AND PANEL AS REQUIRED. L z VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. OT/BLOCK g tn Z o ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30"A.F.F. TBI NUMBER z IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, E. z O BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA,ALL MODEL Z uj O ¢ 125-VOLT, 15-AND 20-AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. THERE ARE NO EXCEPTIONS. o � wQ ALL > M W 0 M � ui Z ELEVATION NAME rZ t1.1 W 0 o ALL N ce `n u, ui 3.0 W in ~ z0 Z = •--• Z o SHEET NUMBER ch Lu ce-c LU 0 cn �. oZmU OFFICEC _" ; Y uj _1oo � u 0 ERIAL NUMBER 1014.0 Yr a I TO THE BEST OF Mn KNOMMG14 THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN Ear AS OF DATE OF Jul 29 2016CATION MUM. N ~ Y r B A7.81 G OF FZ 000 00 op 00 0 C07 6 J 0 0 0 0 R9673 87' 0" --------- ---------- G�, c 11.611 21.01 141.611 II FR II ED A _ �z Ow I i i I I MANUEL GONZALEZ,AIA oGAS LINE TO I LU AR 96730 u� I , 96"X48"X4" CONC. _ Q = TANKLESS WATER PAD 3 ABOVE GRADE W �- HEATER c� % HBA (A W O - ---- - - ----- -----------i L-- -_1 ------------ -- --- --- L---=- - N Tr N O II II II , , i W M II tt It ' ii i J I I I I I I I ® � o 01 W Q �'-51i _�^ 6'_211 1-71111 _711 , 1 , 41_3_ Ir �, , I I , I , , , 05 M I„ _ 2 2 3 0 4 I I I I 1 WATER SOFTENER �— m p I I I I I I „ r----- W � r----, LOOP a � W CIO cd .--i p 'I/ I ,11 I I I I 1 I 1 t d- Z O �_ I) I I( 1 n 1 1 O 1 1 1 1 1 1 111 I I! L1 1 I t ' I j �--� O 1 z X11 ll� 10 -5 1 -4 5 -7 1 1 11 , I , 1 tt o A ' ' I ► , ► , ; SLOPE @ 1/8 PER FOOT w S c �- P4 � (A -1 \\ � _ 11 t- n ------- 1 I I I I I I 4 ,,�0 2 --------, U I I I , 1 I I o1 , O O I ('� lei ' I Tin i o �r 8 O00 ON 1 �' 1 .� ... � , , _ III I I *-� , , I I ' a Q OZ «) ��\ IIS I -� I I I I I 2'-81 4 22'-10" w ~ 10 7 O ,- ----------- - --------------- ------- Li---------- --, r- I I I t t I L- ----- ---- L---- a O oC W .-4 i , I I I 1 1 I I --] a A Q UJ o ¢ d- v — 4" PLUMBING 1 ___ ___________ 1 � I I w UJ 1L (Al , r - 21_411 1_ 11 Z a Su UJ o WALL TYP. U.N.O. AIA - 2 292 A �1 o. ' 291.0_111 Loo T1(P. it li 1.1011 21.81 ' �' ----- '----' - -- - Ma Z 2 , 1 1 11 11 121-1011 11-8" N In 01 � 04 , II j11i '11 c i 5 N "I O ' Op � ii Illi i GI ' II10 w I� _ ' 1 i I i i i i i i 1 1 ' i *sk-- --_—=T N N Z Q O t ! ova tlt I 4DI I I I I L_ - ' O � 1 I "� T I I I I , I r I '� , L--_____--- =J----- - -_—= FOUNDATION NOTES �THE BGCOFA ,THE DE�DEK��THG DRAWING COMPIffi W[TFi THE APPLICABLE MINGNIM BUILDING CODE ASI EFFKT AS OF GATE OF CERMCATION BELOW. � Z 1 SEE GENERAL NOTES FOR CAST IN PLACE July 29,2016 N u' CONCRETE AND REINFORCING REQUIREMENTS W Q �� OF FSO 2 CONSULT W/ MAN. SPECIFICATIONS PRIOR TO �Q, �,Or"000000 POURING OR RECESSING DOOR SILLS co 00 E m 3, EXTERIOR`SLABS SHALL SLOPE 1/8 PER FOOT �w 0 o AWAY FROM HOUSE 0 0 PROVIDE 8 X 1 1/2 RECESS AT SLAB �o0 R9673 00 4. PERIMETER (TYP., U.N.O.) 6000 , 00000 ALL FOOTINGS SHALL BE MINIMUM OF 12" �sj, 0000000 �ti 5' BELOW GRADE BRED 0 INDICATES DOOR OPENING MANUEL GONZALEZ,AIA O AR 96730 1-'tn Uj (n z L4 10 LU z ao O w J a0 Of ? M W w = m W 2 ~ O a 4 0 o LU a iso W U w $ o > DC (n 0;0J W Z _ = 0 x z zU Ln LLJ 0Ln W Z a W O Z W -. o p[ P-1 O Cs 00 W.W.M. PLACED IN UPPER �' w N MI1/3 OF SLAB OR FIBERMESH U o REINF. PER PLAN f cL m 1/8 (MIN.) SAWCUT x 1/4 OF SLAB THICKNESS SEE 41 o z FOUNDATION PLAN FOR LOCATION 0 0 0DRAWN BY Z w Wqz 11"5. u; a• w W g E. KESSETEBERHANAN am I II II j{i CHECKED BY ce Wcna M. GONZALEZ W � F >- ce SCALE SAWCUT JOINTS PER,PLAN. JOINTS SHALL BE CUT 4 22X34 = SCALE AS NOTED o J TO 12 HOURS AFTER..CONCRETE HAS BEEN FINISHED, " o _ AS CONCRETE ALLOWS WITHOUT RAVELING W W (n Q ounSHEET DATE V 0 06-11-16 W o z 1 SAW CUT D ETAI L SHEET REVISION INFO ce 0 1 W °�° V SCALE: 3/4" W Z Ui L] (n 0 (D En En Z LU "U � LU o w SET REVISION INFO wW (n J W Z H C7 ce Ce w " zo > 3:: ., AZV = w z `f' FRONT WALL OF GARAGE SHEET DESCRIPTION (n0 ,Lz0 Z PROVIDE 11/2" D x FOUNDATION - o� � o RECESS AT ARAGE DOOR SCHEDULES AND W aW > O n u Z = o PROVIDE 4 1/2 D x 8 W RECESS NOTES � J a SLAB RECESS 1 z IN SLAB LU a oc W = (n4 1/ ,� CL,a p BRICK PAVERS w PRODUCT LINE oc („ in v, GAR. /, L ATLANTIC BEACH CC 60'S o z w FIN. FLR. —GARAGE DOOR HERITAGE a:o SLAB w f _ RECESS DUVAL COUNTY (n W = • : . C1 0 w •a i WALL PER - z _ I � l- PLAN 5" LOT/ BLOCK 0067 ZpZLL' z O z - w TBI NUMBER 0067 C) MODEL z oZ ANASTASIA p� W d Q > ED � WOZ 3 � z ¢ F— ELEVATION NAME PLAN VIEW U j Z w o Q a o CARIBBEAN 3: ce W w 2 SECTION GAR. DOOR cn �- z o �41 .N SCALE: 3 4" = 1�_DI! IL z = z / z ` 3 m Q SHEET NUMBER LU LU 00 � _ � W = ALN Z _j � OFFICE COPY :c� 0 0 0 pC SERIAL NUMBER 1014.0 �--i TD THE BEST OF Mr WKEDGE,THE DESIGN DmaiED ON THIS DRAWING CONaLIES WM THE ACME NINIM WIDM CODE IN EffEa AS OF DATE Of CERIVICATION DEM C Z July 29,2016 �W �� OF FC 10000 00 0 r^ � 0 m , 13 �0 �- J t3 0 o o A7.81 0 0 V I— c tr O , AR9673 VVO a r 0<10/CSV 4' HIGH WALL AT SERVICE 0000000 u- � COURT. SEE DETAIL 9 ON RED A� O SHEET A5.2.18 MANUEL GONZALEZ,AIA z o GAS LINE TO , AR 96730 - 11 WATER HEATER 87 -0 = TEMP. GLASS SHWR. 1 1 „ „ 1 „ ccE- 1 -6 2 -0 11 -10/ 21 -5/ 5 -4 , 17 -0 11 -8 to w o ENCL. OVER 48 HIGH � z m HALF WALL SHWR. SEAT @ ' GAS TAN KLESS W o BUILD-OUT @ 18 A.F.F. WATER HEATER 11 A W ~ 42" HIGH © ( O I O ( O I O ( HB r a- O - in 00 ................................................ ............................. ............... z ............................................................................................................................... ........................................................................................... ........................................ .................... vs ............................................................... ........................... ............... ...................................... .... ........... ..... . ............................................................................................................ ............................... ..................................... ................................................................................................................. ....................... ........................................................................................... ..................................................... .................. ........................................................ u = CO CIO 5'-7" R&SH _ M..w. . ......w. __M N ►� w �- o —1 tA,� K.S. _ - - - '� d- WATER SOFTENER 3 a o LU= _ - M LOOP 6" a z = 4 5 -6 -3 M 3 -F-:r $ 6 -4 I 10 -6 10 -10 11 -4 221-811D A F o I g � 0 13 7 . I. ; w 4 o � � MAS ER I= _ BEDROOM 2 RETREAT BEDROOM 3 W • o > o = o = 9 o CLC . _ - TWO CAR w BATH 8 d- �� 11 la _� 9'-0" CLG. 9' 0" CLG. 9'-0" CLG. O 22 X 34 I� o = o I m -ton 9'-0" CLG. `" - ATTIC o •�' o , GARAGE i .. o ¢ z BL 91.711 11.211 61.111 = '� ACCE S ( _ 9'-0" CLG. o ; �LJ rte► o - N / I d- I� RECESSED ; _ - a o U W z d- BUILD-OUT ® I I I BATH 2 � I AIR HANDLJER `j O3 ; o `r `� a o ¢ 42 HIGH �'' 1 X ( BATH 3 r' " 11 , , to 0 w A u, _ - / 9 -0 CLG. O I z oc a z = o ® - I IN CLG. - PROVIDE 72 X 96 X ' r' A �' _ 9 -0 CLG. ( --d. o °O r' M % o I ' I 30" RECESS FOR AHU I a x �. � "' 10-10 ,' N. ....� -� FZ7 8 14 I _ o � ' ►-a � -- Qz ti w ..'yam . o _ -- -- I I' X�il (_ "�' w F i 10-10 o c N ti \ o I N R&SH s ' 10" I _ 1 II 11 _ i Q' x p110 0 0 0 .--1 I I - - - - 2 -11 I' 11 1 I -' _ a a N W '�'- -' M 18 = 1— TI ( i I PULL DOWN w Z J O 51_011 ( 0 81_411 _ 31_611 61_ 11 11_211 41_ 11 ,� 2 it I I I 1 1 I O ¢ Q �,r, 6 , -0 9 2'-711 ATTIC STAIRS ; t� cC 1 111 1 111 - N I I I I 0 3 -2� 18-9� 0 8 I I L I 11 OIt ..*.1.1. @ M MASTER L 1 _ I 22 X 54 11 LU '_011 C = °° FDS I A.H.U. I ATTIC ACCESSLU 0 __ ,.,__..... ..M. ... N z _ _ BEDROOM _ I _ _ _ % _ �_____��__ __� L __ __ _ _ 0 0 �- 10'-0" CLG. R = LINENrVOH N i n cn '� OA _ it u DRAWN BY a FLAT SOFFIT - ' - - W. GAS D z. �,, M = ,_ „ - - .SPACES GAS LINE TO E. KESSETEBERHANAN o0 3,-0„ I ( d. N 8 0 A.F.F. - - DRYER azo 12 I I - DRY. 6 - ! CHECKED BY z 22 -0 11 „ o LINEAR GAS v' O ¢ o a _p FIREPLACE - - - 9'-0" CLG.81-4° \ 10" X 10" AIR 19'-4" 3'-4" o M. GONZALEZ W W - - -- JUMPER - - - `� � a � d' `° _ _ _ 9 °' SCALE 3 � Z w ch � �� / — 21_ 11 61_pR -_ O m ¢ > STO22X34 = SCALE AS NOTED A E _ j w......................................... ..............................O ... ... ............................................ ................................................................. 0 o J ^............. .._.......... HIGH OPE - - - a, 9'-0" CLG. ' ¢ 36 , w 8 ;d. o = ROOM GUARD RAIL W/ - - - z O �- cn -,� �- '�:�� FLAT SOFFIT @ . W �' I `' PICKETS SPACED TO cn 101_011 CLG " - - - -' 1 11 MT. 1 11 o r` REJECT A 4 SPHERE 12 -0 CLG 5 10 -0 A.F.F. J = - L - - - - - SHEET DATE 1� o FRAME HEADER I , _ _ _ 06-11-16 _ - - - _ W ~♦ I OUT TO MATCH I - HALL 0 o � 4'-2" 29'-0" � OAK STAIRS 6" '-10" 3'-0" 1_ 11 10'-0" " 14'-0" H FEW- FEW- SHEET REVISION INFO O oc � COLUMN WIDTH I o p A I I I N N I I to to to q i --- :e _ _ _ _ — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ _ — — °�° u, A7.8 f— . r I I 2" 'r' VN o 2" I I N FOYER A7.81 oW z I ( L� ( MT. 151_011 11 11 41_211 21_ 1, 11_8111 I 1_311 1_01f Q'_10" �Q 1'_0' 111' ( moi- 1 t1 z _ 0 z I �� ( X 6 WALL @ Idt - V 12'-0" CLG. m W I PAVERS ON o ( 34 1/2 A.F.F. I I _ ROUGH 19 =N W ( STEM WALL ;� ' PANTRY = - - - --- - \ SET REVISION INFO z = W To F— ,.� ( vrn I F. 0 1/2" DIA DECO. c 1 , w w `f' I ( r' I = _ COLUMN (TYPOF2� r' �o ' zJ � ' COVERED 1 BREAK[-AST r_ __ _ � _ _ 1 i i 1 11 � DINING � w }. PLUMBING o I ( 6 -0 " I ce m STUB OUT FOR I LANAI , ARE I B33" �W B1B" , ROOMo I STUDY Z p ? FUTURE I 101.011 CLG. 11 I 101.011 C G. _ oo O �4 I 10'-0"T0101_8N I o0 10-01 BARBECUE AREA = o - 10'-0" CLG. - - W = I 8 -1 o OU RM ET o = COFFERED CLG. ( " W z `� GAS LINE °' °O 311-611 00 , '� i I I I 11 1 '-' 6 © SHEET DESCRIPTION W �, I 31 -6 KITCHEN , 41-611 I M 13 s 141-611 w o z STUB-OUT FOR 10'-0" CLG. co co - z v o FUTURE I o GAS C KTO ( I ( I o FIRST FL00 R U BARBECUE AREA T-' `n _ - - - 0 0 �' PLAN Z I B33" B 3 833" B36" C I n ¢ W - '� % ------ - - ---------- -DBL.-- ---- -- _� �- -> o - -- - - - -- -- -- -- - OVEN (n ¢ V W33" 33 W33" W36" N N Z ... . . ... . .............................. ............................... ........................... .................................................................................................................................................... !!T -*-.*.*.*.-*.*..-*.....-*..,...*.*....I.......... 0 W V J Z oc W = z 12" COLUMN 6 -0 A.F.F. HB O I �o O I O PRODUCT LINE W o PRIVACY WALL ' GAS TAN KLESS ' 1 rbc �' n ATLANTIC BEACH CC 60'S ,oc W z z GAS LINE TO WATER HEATER n � '�' , WATER HEATER n HERITAGE ►_ = Q W 1_ 11 131_Q11 81_011 351_Q11 151_311 V QQ v QQ DUVAL COUNTY U (n 31_611 31_611 141_811 ' 651_411 z� w le = LOT/ BLOCK 0067 cn z U_ 87 -0 z o cn TBI NUMBER 0067 z U) o MODEL u, o a B ANASTASIA 3r. _ H a LU ;& LZU � Q �„ w W z Q f— ELEVATION NAME zWWo W � CARIBBEAN � (n ce c = SU_ p z= z o OFFICE COPY z FI RST F LO O R P N z 01 -w Q SHEET NUMBER w z U SCALE: 1/4" = 1'-0" CARIBBEAN _ 0 01% z °° � ADDITIONAL NOTES, SCHEDULES, & DETAILS = A2m81 U_ CAN BE FOUND ON THE A3.N SHEET. �...� 'J «� o o pC SERIAL NUMBER 1014.0 II TO THE BEST OF W iaow�,THE DESIGN DEPIM ON THIS DRAWING ODMKIES WITH THE APPLICABLE MD MAA BUILDING {,�V CODE IN EffEa As OF DATE OF CERTIFICATION BELOW. N Yr Jul 29 2016 �--+ oil cc OF F( 00 O o C-0 CL -i B 0 ; 00 �� 0 ,- �- A7.81 9673 G�, 0 ,<<v 010000 z U- , 201.611 RED A� 1 n MANUEL GONZALEZ,AIA r O Z 201-611 AR 96730 0-4 (A I Zw 71_411 LU "c�CzO° I Q W 0 I �_ z ------------------------------------------------------------ ---------------------- ----CL 00 ----------------- ------------ ------------------ --------------------------------------------------------------------------------- a a D 0 = O I � A z t- � � z ; g 0 0 I 0 W I I w cC I J > 0 W 0 ----- - --- -- - - -� -- - _ I ,� S Q � I Lf') I G1 Ll) = 0 191.611 co 0 LOFT W 9'-011 CLG. Z w o� 4'_10" 42" HIGH HALF ; 04 A a � WALL WITH ; x 0 WOOD CAP a �. ce I a m CONT. ce- HANDRAIL V @ 36 ABV. o o cn I MECI 1 11 11' 01/" 21-411 1 n NOSING I DRAWN BY LU 2 -8 4 _-8 I W OSET _ _ ; E. KESSETEBERHANAN m , 1 11 CLG. z � I _ - - Z � CHECKED BY '0 17 - - o ; M. GONZALEZ Wr_-- -- ---- - -- _ DOOR TAG M,NE�OF�„� ,NEDW«NDMMON„M DOOR SCHEDULE °� '��'� WUM MM. � DOOR CALL-OUT ��'�� O July 29,2016 N TYPE SIZE REMARKS OF W F�� 0 Q� 000 0 1 THERMA-TRU INSULATED 3'-0” x 8'-0" TEMPERED '<` 000 m ENTRY DOOR �0E,' J UPGRADED ENTRY °mow 100 2 NOT USEDa�6�3o 0 0 3 OVER HEAD GARAGE DOOR 16'-0" X 8'-0" NON-INSULATED RAISED �',� 00000000 STEEL PANEL - DESIGNER DOORsrF G�ti REDD A� v 0 4 4 PANELS SLIDING GLASS DOOR 16'-0" X 8'-0" TEMPERED MANUEL GONZALEZ AIA o 5 DOOR 2'-8" X 8-0" SELF CLOSING, SOLID WOOD NOT LESS THAN'114 En AR 96730 z U' 1-3/8"/OR 20 MINUTE FIRE - RATED °� 6 HOLLOW CORE DOOR 2'-0" X 8'-0" o- o i 7 HOLLOW CORE DOOR 2'-4" X 8'-0" 0 8 HOLLOW CORE DOOR 2 -6 X 8 -0 W 00 r, o W ¢ 9 HOLLOW CORE DOOR 2'-8" X 8'-0" ' ® ° w M W = m N aoj ~ 0 10 HOLLOW CORE BI-PASS DOOR 5'-0" X 8'-0" a a W i n i u �y '"� H ■ z 0 11 HOLLOW CORE BI-PASS DOOR 6 -O X 8 -O `!"� �, w a ■ o 3:: 0 12 HOLLOW CORE DOOR (2) 2'-4" X 8'-0" A 8 W .'� ce n n ■ JWZ cn O 13 GLASS SHOWER DOOR 2 -0 X 6 -4 TEMPERED w � > � u0 8 ui o 14 HOLLOW CORE POCKET DOOR 2'-6" X 8'-0" a = o 15 GLASS SHOWER BI-PASS DOOR 5'-0" X 6'-4" TEMPERED x z y cui e Uj� 0 16 HOLLOW CORE DOOR 2'-6" X 6'-8" fi o ao. 17 HOLLOW CORE DOOR 2'-8" X 6'-8" w zce m f 3 "i a 18 HOLLOW CORE POCKET DOOR 2'-6" X 6'-8" A W 19 HOLLOW CORE DOOR (2) 2'-6" X 8'-0" ►-y O 0 oC x O 8 0 0 20 HOLLOW CORE BI-PASS DOOR 5'-0" X 6'-8" W 0 9 o CALL-OUTINDOW TAG o ) WINDOWWINDOW SCHEDULE CRB. in- J o0. m 8 to TYPE R.O. REMARKS �, z SIZE a o L A SINGLE HUNG 3052 36 1/2" X 62 1/2" VINYL/LOW-E/EGRESS Uej DRAWN BY � ui FIXED GLASS 4052 481/2 X 62 1/2 VINYL/LOW-E/TEMPERED E. KESSETEBERHANAN z z o C FIXED GLASS 2816 32 1/2" X 18 1/2" VINYL/LOW-E CHECKED BY 0z W f3C � "' �%. D FIXED GLASS 1620 �81/2" X 24 1/2" VINYL/LOW-E M. GONZALEZ W �.. E SINGLE HUNG 3060 361/2" X 72 1/2" VINYL/LOW-E/EGRESS SCALE a pi 22X34 = SCALE AS NOTED o J F SINGLE HUNG 3052 (2} 36112 X 621/2 VINYL/LOW-E/EGRESS 0 0 = G SINGLE HUNG 3060 1(2) `6 1/2" X 72 1/2111VINYL/LOW-E/EGRESS ui `» SHEET DATE ado W _ 06-11-16 INSULATION SCHEDULE 0 o � SHEET REVISION INFO ce W0 R-vA --- co ULUE W z (nLOCATION TYPE z (noZ •N-U.N.O. n �- mW � CEILING @ LIVING AREA FIBERGLASS 38 o � EXTERIOR WD. FRAME WALLS FIBERGLASS 19 co W a o o - WALLS @ LIVING AREA FIBERGLASS 11 z = o W SET REVISION INFO 3:: J w z ce. :5 � o- m oCwZ � > 003:: 4;, (nUj o W z SHEET DESCRIPTION W (n LU 0 FLOOR PLAN NOTES, 1- Zw � co cecc ce a- SCHEDULES, & DETAILS cez 'Q W cn Q W z z = c 0 ui L Wu, 11 cn < ON o@J a o o J PRODUCT LINE OCCA � � U � z z ATLANTIC BEACH CC 60'S Q m W HERITAGE W z DUVAL COUNTY 111-211 Z 0 w m z F- LOT/ BLOCK 0067 g u- Z © zcn z o z 1 TBI NUMBER 0067 - zoOpF.WNVING (c)i DINING ROOM Z o a SCALE �, /4"=1'-0" MODEL o Z � A3.NANASTASIA z � Uj > LU Woz 03 W_ W a I— ELEVATION NAME W w CARIBBEAN W t� can- ui � � D 1— U F- Z = Z 0 5.Zvi m Q SHEET NUMBER Uj w _ W = AIN W m OFFICE COPY 'CJ 0 U_ 1�1 i o DC SERIAL NUMBER 1014.0 - - . I ! 12 , I ELEVATION NOTES1 ,D,�� KNOWLEDGE,TME°�� V oo°e IN��s of DATE OF CMIFICnnoa N&M. PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM �u�v 29,2016 N Z I WI'll FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR p : F 1' DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED �C� �� ?Q1, k o OTHERWISE �P 11 ' � J 2, FOAM APPLICATIONS FINISHES SHALL BE ACCORDING t- LOUVER ? 0 K; TO EACH ELEVATION , v "CORAL-LIGHT" OR EQUAL PRE-FINISHED �° 673 00 t 0 C? FOAM APPLICATIONS SHALL BE INSTALLED AS PER G� 0 4c TOP OF RIDGE - - - - - - - - - - _ - _ _ _ _ _ _ _ _ 3' MANUFACTURER SPECS. U.N.O. �S �' s F -----I---- PRE-CAST STONE APPLICATIONS, SHALL BE 'STONE RFp p�G� U_ ::::::::: � 4. CAST' FROM INC. OR EQUAL, AND MA NUEL GONZALEZ,AIA Z . ............ ::::: .� INSTALLED AS PER MANUFACTURER SPECS. AR 96730 o ....._...................................... ....I... �, u, ....._.... -:: __ _._. .�:._::::��rv:�:�=........... � : T.O.PLATE TRIM WORK FINISHES SHALL WRAP ALL OPENINGS (n - - -- - - :T - - - - - - - - - - - - - - - - �. � _ : . ''� . ,, .. 5. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE cn oWc ,-4, • .1. �,i11, I OPENING a m 1. '` j 1 4 METAL WORK IN INTERIOR AND EXTERIOR RAILINGS w__ w J TYP. � . I C 5.2.8 6. AND APPLICATIONS TO BE FAUX WROUGHT IRON � . '. J. ALUMINUM W o . • '• . �•.. , -.- . . . _ - THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, & z �. !' '-' ; • 1 . �? FLASHING 7. ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE J W Q W = mo j. AS REQUIRED ARCHITECT D �' o �* in b F- : V- 4 i: , , . 1. 5 2.8 oC / ESIGNER :3 w u, = THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING ,� 14 :. o o = _ 1. ,.. .: WITH T - ' - HE SUB CONTRACTOR MANUFACTURER A'' a = z `"c�� . „ .. ..1 . . _ AND � H 1i : 2ND FIN1-1h . FL. �:: 8. THE ARCHITECT DESIGNER IN WHICH ALLQ O A W _•S M - - dam-- - - -• � - - - .___,. -- - - - - -- - - - / g O 00 m I > oc cn N T.O. HEEL _ :.� _ M��. ARCHITECTURAL APPLICATIONS WILL BE COORDINATED U w 11 o "' o _ _ _ _ _ '�` -_ ' _;�:" -.- ____� _ _ _ _ _ `� AND APPROVED PRIOR TO INSTALLATION ''� ® N a!j _ s T.O.PLATE :' _ :. o ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING ' '. 14, r,n o I . . _ :.. . . . - - - - - - -- - - - T.O.PLATE _ _ N 9. . o i-- z -4 `` HEIGHT OF COACH LIGHTS WITH TOLL BROTHERS P.M. �., 0 9 :( ."}. 1. 4 ,, O ' . 1 p = V TYP. . ... •'.' .._______•_ _ . . .. .' . . 2Q. x z . ................................................. ..........----..........................- i . . .... .: o1. .. .I - - A4 o O oC W - I5.2. 8rA I ch Z = , ..........-.............................._. .-..-- - .......... a A V Q cy-►I�r :::. :.:::::::::: . #e _ _ 1z w w O q - _ 1 ::. ..I I I a- cn I � _..�..n.._ .�__ _ Z GC _ :. ::.::::::.::::::::::::::::::.::::::::::::.::: ::::::::.:::::::::::::.::::::.:::::.::.:::::::. . .. . . . ::::::.......-:.-::::::::.::.:::::.::.-:.:::::.-:: a GCZ :::::::::::::::::::::::::::::::::::::::::::::: . P-4 ,-♦ :::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::.:::::::::: 1 3.0 a - - - . . o ASPHALT SHINGLE ROOFING - , V-4 CD �. �. z:4 .< En V-4 :_.I ::::::::--- - -Y : - i "I : •. _ ,_, ,. -.......... - -- -- -. ,..,a z 0.4 rn A --- .. �4 I ; :::':::: ':: :':: - :: :::� ':::::::::': W O a . .................................................. ................................................... . 9 o .,. ................ .....I=— ........................ .................I..............._I.......... ..... ...._.. ................... O o I 1• . 1 A4 W LL J • . . ® � N tE z a :, .).: O . _ .- ,6_6:- - . . : . . . Q cc . :' .. _.._._......_.................................... .................. ............................. ........................................................ ..................,......_........I................... . FIN. FL. IN F a'� O - - - . in. co . ..I 1. I I :, -, . . ... , .. , .., - I . � . ... I .L . 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NET FREE VENTILATING 00 A 12.3833 a 0 AREA REQUIRED �°,� /4R967 o ' 0 000 FRED A G �.- ' . . : . ' -• ' � �%� .• ��O - � - •- T.O. PLATE � u- --T- - 0 - -. - - -- -- -- -- \ -- MANUEL GONZALEZ,AIA . .. ' �.� . �\ •:. '.. 1_ AR 96730 (m r4 z cn . ' � z 5.2.8 :�. . � I. L.��'. �.�j .I TYP. ,--------------------------------------------------------------------------------------------------------------- � w � i- tn W O �:_y �_. . p. cC -------------------------- ao I rce i O w J FLASHING o o AS REQUIREDLu \' 0 Z J W Q W m Tit."02NF FIN. FL.lk � ^ . HEEL o o T. 0. PLATE _ - _ _ _ .0. PLAT N i i w 8 0 J W Z 0 � 0 O l 0 _ 7:12 o •' � _ : CIG Z O _Q .� O ap O W o Q O ; '. . 00 DC �- to CO- �' 00 1 I I A LLJ O }" Z Ll C� a A Z 04 W I I N I " O Q � FIN. FL. - . . . . • .' "' :-. . .''_ . •'. :.' '. .. ' ' -. . . ' ': ' ' ~ ' � x O � O -__ _.- - - -.. NNOO, I UJ u– J 0 ~ 0 UL I I I L--------------------------J o m A/C SERVICE ' 1 c- '-' COURT I c 0 o ENCLOSURE a 0 W DRAWN BY w W E. 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' 11-411 SHEET REVISION INFO c o z _ A5.2.81 LU m V - 2"x4" INT. EXT. --- �- owzcn o, z = pZ +Q w z •, >- In U j W Q 0 O 0 U) U j U) LU SET REVISION INFO Uj Uj z t-- �- 4 a � m 6.1 ERVI ECOURT DETAIL 6.2 E RECOURT DETAIL VENT DETAIL WI NDOW DETAIL z O z 1 11 5.2.81 SCALE 1°=1'_0'1 5 .81 SCALE 1"=1'_0'1 SCALE 111=11-011 SCALE 1 -1-0 �, o 5.2.8 5.2.8 � ( wo w z \ SHEET DESCRIPTION vLU LU w z 1 1 1. 11 1 EXTERIOR ELEVATION z 45 cc � Z 51.011 DETAILS Q w O � J z Uj W 'Q a o (n ie_- PLAN VIEW PRODUCT LINE atli� j ( M W A ATLANTIC BEACH CC 60'S o 6.1 HERITAGE Uj w 6.1 5.2.8 DUVAL COUNTY z o = o A5.2.81 " TRIM 4"x4" 4" TRI M to Z Z i POST LOT/ BLOCK 0067 z o z TBI NUMBER 0067 o z o _ MODEL o � N z 'w'+ ra-1 N (n ce c 01. ANASTASIA w `t , w p o M o ch o. o WIZ w w F— ELEVATION NAME z W w CARIBBEAN � � /�11x411 _ W s � c `t o 4" TRIM POST C� = ~ Z ° Z 4 TRIM Q W � � m A B = SHEET NUMBER w o o F_ ce 6TAIL = A5-2.81 s o w In E RVI E RT D E ' z � SCALE 1"-1'-011 OFFICE COPY (D 5 1 SERIAL NUMBER 1014.0 F TO THE BEST OF MY LOOWLEDCE,THE DESIGN DEPICTED ON MV DRAWING COMPLIES WITH THE APPLICABLE NI NINW BUILDING Z CODE IN EFFECT AS OF DATE OF CERTIFICATION BEIAW. July 29,2016 Uj OF Izz oc co 0 0 co a SEE SHEET A3.N FOR 0 0 00 INSULATION SCHEDULE rv.}.i.�.�} ��}�,.f,�}i,�n}1:f.n}�:..'�nr ,�v� �} f�` f 47 ✓�„'1 f✓ Y vvl f✓ Y" vl fvvy ✓vX v f✓�Z F v�-✓v r vZ-f vX-f .,e .„ ,r�<„C, ,{„^,} „�.., ,€„.:. „>v'r..i., x'�.i<� � rE„ (�}er � X �� „}.•�, �' C't R9673 <> �;OA, ASG ................................................. RADIANT ED o O ;1 BARRIER 0 ANU p > i EAR 96730EZ,AIA M inllFTRE-ENGINEERED TRUSSES Z ~ i < :w DESIGNED BY TRUSS W BEDROOM 4 cn w o MANUFACTURER ! 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GONZALEZ r = w W ce a > SCALE 22X34 = SCALE AS NOTED I— Q W to Qom _ STAIR RAILING AND � o PRE ENGINEERED TRUSSES SHEET DATE W DESIGNED BY TRUSS MANUFACTURER SEE SHEET A3.N FOR GUARD RAILING NOTE _ o RADIANT INSULATION SCHEDULE 06-11 16 o z BARRIER STAIR RAILING AND STAIR GUARD RAILING SHEET REVISION INFO w m SHALL BE CONSTRUCTED TO WITHSTAND A - Z CONCENTRATED LOAD OF 200 POUNDS APPLIED ��W//�� rernn V/ O V �-..,. ✓ �.,�••i i-Z f t l';}:f },fn::.f%;}':fnZ�^'� }'Y3.n},X:f,<„°'}. :!),}' f'n\'Y ffrfv ;fvvX' ✓'Y' ✓ X Y'l, , �', �- vv..f••.,v. �, v �,.,,. AT ANY POINT ALONG THE RAIL IN ANY Co LU F, 77 DIRECTION. IT MUST ALSO WITHSTAND A a _jx _.................................................................................. ................................. UNIFORM LOAD, NOT CONCURRENTLY WITH THE W Q ;a j z = w - ......._._._...... \ D, POUNDS PER CONCENTRATED LOA OF 50 SET REVISION INFOUj LINEAR FOOT APPLIED ALONG THE RAIL IN ANY c� t- -' is € DIRECTION. 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LEE SEE NOTE #2 Li o J irr EXTERIOR REGLET SCALE J J in = WALL SHEATHING DOOR 22 X 34 = SCALE AS NOTED o WITH o WEATHER -W NDOW' EXTERIOR 11X17 = 1/2 NOTED SCALE o RESISTIVE BARRIER W (4b � o � SHEET DATE o cc NOTES: NOTE: a O 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 61' WIDE) O CONFORMING TO AAMA 711-07 SHEET REVISION INFO y '= o THIS DETAIL ONLY APPLIES AT E ERIOR w z cn DOORS THAT HAVE NO IMMEDIATE OVERHANGS cn o 0 2. INSTALL SILL FLASHING AS SHOWN ABOVE z ABOVE THEM AND DOORS THAT HAVE A SECOND m W 53. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS STORY WALL ABOVE THEM. M oW Q D Z Lu { Ui w WATERPROOFING AT EXTERIOR DOOR EXTERIOR WINDOW z SET REVISION INFO a � mKEXT-5 EXTERIOR OPENING OR BEAM EXT_6 HEAD DRIP DETAIL KE HEAD DRIP DETAIL ?�7cCw � Z oo D3 N.T.S (EXT-5 D3 N.T.S. (E -6) D3 N.T.S. (EXT-7) ( wo ) Lu Luz Lu o SHEET DESCRIPTION Z W STANDARD Fo Cea> NOTES & DETAILS ;stn �k Q Q W = U) o z PROJECT NAME u� zZ o ~ Lu LU -+ (A w H 0 w z � ce LOT/BLOCK C:> o TBI NUMBER � z MODEL ui t Oz r ceWQALL xa- to o � � M W D z W z Q ELEVATION NAME 1z W w 0 6 130- ALL . : wT Bi: r r i Lu SHEET NUMBER co ` .QzLU -�z O z m u OFFICE COPY z _3W . � foo t< u 0 ERIAL NUMBER 1014.0 o '1 f M THE BI T OF W iwuwi�,THE DESIGN DE?aM ON This DRAWING WIN M AIRICABIB 11111"MMM CODE 1N SM7 AS OF DATE OF C9C UnTION BI ROOFING PER CONTRACT: ON (2) ROOFING PER CONTRACT. (CONTRACTOR TO V-4 7/16 SHEATHING PROVIDE PRODUCT APPROVAL FOR ROOFING z (CONTRACTOR TO PROVIDE PRODUCT SYSTEM) APPROVAL FOR ROOFING SYSTEM) SEE PLAN va WPRE-ENGINEERED WD TRUSS, 24" O.C. SEE PLAN �oQ, ��,cao c� co 2 47- ~ 2X6W 2 DIA. 0� / " INSULATION BLOCK � 0� � �0 °° ROUND VENT @ � �° 24 O.C. ✓.y R9673 �j f, ', r 2X4 SUBFASCIA METAL DRIP r.- r 0 00 3° 0000 EDGE ,,-' METAL DRIP R M LL. CARIBBEAN CLASSIC COASTAL 1X4 FASCIA ,� EDGE � ! � � JFD A �� J� � � 1 MANUEL GONZALEZ,AIA o Z CEILING INSULATION 1X6 FASCIA CEILING INSULATION AR 96730 o (SEE ENERGY CALCS.) (SEE ENERGY CALCS.) 2X6 RAFTER TAIL WRTAIL LEGEND@ 24" O.C. 1/2" RIGID GYP. BD. VENTED SOFFIT W/3" 1/2" RIGID GYP. BD. x = DIAM. VENTS @ 4811 n w o DBL. 2x SYP. WD. 0. C., TYP. DBL. 2x SYP. WD. a. m 1 x 4 T &G 1,-4„ TOP PLATE TOP PLATE o W BETWEEN O % '� #2 WD STUDS 2x SYP. . o RAFTERS OVERHANG 2x SYP. FINISH MATERIAL #2 WD STUDS N M 0 o @ 16 0.C., TYP. @ 161, 0.C., TYP. ui a PER ELEVATION w �- O W z FINISH WALL INSULATION REFER TO WALL INSULATION = m MATERIAL PER (SEE ENERGY CALCS.) ELEV. FOR (SEE ENERGY CALCS.) a a ?up �- ELEVATION p+ H VERHANG o W 2x SYP. #2 WD. HEADER 2x SYP. #2 WD. HEADER ' H g ob z = -SEE SCHEDULE -SEE SCHEDULE p A 4 a ■ o � o SCHEDULED WINDOW SCHEDULED WINDOW w 8 °i z (SEE FLOOR PLAN) (SEE FLOOR PLAN) t3 " O im> o WINDOW ATTACHMENT WINDOW ATTACHMENT s ■ o COMPLIANT W/ FBC R COMPLIANT W/ FBC-R to W. ® z o a zo 2x SYP. #2 WD. STUDS @ 2x SYP. #2 WD. STUDS @ x c� 16 0.C., TYP. 16' 0.C., TYP. a � o o � A oc uJz a A a WALL INSULATION WALL INSULATION a "d o SEE ENERGY CALCS SEE ENERGY CALCS w z A a ( ) ( ) UJ w z EXTERIOR STRUCTURAL EXTERIOR STRUCTURAL A d x a. SHEATHING AS REQUIRED SHEATHING AS RE UIRED A cn CONNECT WALL PER Q CONNECT WALL PER ,,..� = Q W BY FRAMING DETAILS FRAMING DETAILS BY FRAMING DETAILS FRAMING DETAILS a o U- N 2x SILL PLATE FINISHED BASE MOULDING 2x SILL PLATE FINISHED BASE MOULDING ,� x UJ U- a 0 zo ce 3/4" GYPCRETE (OPTIONAL) 3/4" GYPCRETE (OPTIONAL) oo WATER RESISTANT BARRIER TOP OF WATER RESISTANT BARRIER II TOP OF 3/4 THK. T&G SUBFLOOR FLOOR 3/4 THK. T&G SUBFLOOR FLOOR POLYETHYLE2 YERS NEUHOUSE WRAP (2 LAYERS REQUIRED) POLYETHYLENE HOUSE WRAP p � m TRUSS TRUSS z OR APPROVED EQUAL SYSTEM O ROOFING PER CONTRACT. ON 2 Q OR APPROVED EQUAL SYSTEM ( ) ROOFING PER CONTRACT. (CONTRACTOR TO a o n 7/16" SHEATHING 2x RIBBON FASTENED „, PROVIDE PRODUCT APPROVAL FOR ROOFING 2x RIBBON FASTENED z (CONTRACTOR TO PROVIDE PRODUCT TO FLOOR TRUSSES a QceSYSTEM) TO FLOOR TRUSSES Lu APPROVAL FOR ROOFING SYSTEM) SEE PLAN PER TRUSS ENGINEER > - . PER TRUSS ENGINEER DRAWN BY co z WAINSCOT TRANSITION PRE-ENGINEERED WD TRUSS, 24” O.C. SEE PLAN WAINSCOT/TRANSITION p zs II / W. GRIFFIN W 2 X 6 W/ 2 DIA. ,- 2x RIBBON FASTENED BATT INSULATION BLOCK 2x RIBBON FASTENED LBATT CHECKED BY U' �7_ ROUND VENT @ -' ' TO FLOOR TRUSSES INSULATION REQUIRED TO FLOOR TRUSSES INSULATION REQUIRED r E Coe z W 24 O.C. PER TRUSS ENGINEER AT GARAGE (SEE 2X4 SUBFASCIA PER TRUSS ENGINEER AT GARAGE (SEE S. LEE a > -' ENERGY CALCS) ENERGY CALCS) SCALE ,. O --j METAL DRIP PRE-ENGINEERED WOOD FLOOR PRE-ENGINEERED WOOD FLOOR o a EDGE -' METAL DRIP 22 X 34 = SCALE AS NOTED i... o = TRUSSES (VERIFY W/TRUSS 1/2 RIGID GYP. BOARD EDGE TRUSSES (VERIFY W/TRUSS 1/2 RIGID GYP. BOARD 0 0 1X4 FASCIA ENGINEER FOR TRUSS LAYOUT) �\ �` Il ENGINEER FOR TRUSS LAYOUT} 11X17 - 1/2 NOTED SCALE d o CEILING INSULATION 1/2" GYPSUMit CEILING INSULATION 1/2" GYPSUM UR in b WALLBOARD ON STUDS 1X6 FASCIA WALLBOARD ON STUDS SHEET DATE 4' o (SEE ENERGY CALCS.) DBL. 2x SYP. WD. TOP PLATE W/ WALL INSULATION (SEE ENERGY CALCS.) DBL. 2x SYP. WD. TOP PLATE O oc � 2X6 RAFTER TAIL W/ WALL INSULATION ce O z @ 24" O.C. 1/2" RIGID GYP. BD. (SEE ENERGY CALCS) VENTED SOFFIT W/3" (SEE ENERGY CALCS) W m V SCHEDULED WINDOW DIAM. VENTS @ 48" 1/2 RIGID GYP. BD. SCHEDULED WINDOW SHEET REVISION INFO N o cn 1 x 4 T &G DBL. 2x SYP. WD. (SEE FLOOR PLAN) 0. C., TYP. DBL. 2x SYP. WD. (SEE FLOOR PLAN) Q o ui z `" BETWEEN 1'-4p TOP PLATE WINDOW ATTACHMENT HEADER , SEE FRAMING TOP PLATE WINDOW ATTACHMENT HEADER , SEE FRAMING o cD COMPLIANT WITH FBC R COMPLIANT WITH FBC R Q n ? RAFTERSOVERHANG 2x SYP. #2 WD. STUDS PLAN FOR SIZE AND DEPTH 2x SYP. #2 WD. STUDS PLAN FOR SIZE AND DEPTH >- m W @ 16" O.C., TYP. FINISH MATERIAL 1, 0° PER ELEVATION @ 16 O.C., TYP. rr w ¢ o o FINISH WALL INSULATION` REFER TO WALL INSULATION Z z ui MATERIAL PER ELEV. FOR (SEE ENERGY CALCS.) o (SEE ENERGY CALCS.) © � j w ELEVATION OVERHANG . SET REVISION INFO z = 2x SYP. #2 WD. HEADER 2x SYP. #2 WD. HEADER � g -SEE SCHEDULE -SEE SCHEDULE M co 0 oC w z z O o SCHEDULED WINDOW SCHEDULED WINDOW SCHEDULED WINDOW SCHEDULED WINDOW z U (n( SEE FLOOR PLAN) (SEE FLOOR PLAN} (SEE FLOOR PLAN) (SEE FLOOR PLAN) W z (nn w o Z 1/2" GYPSUM WALLBOARD ON 1/2" GYPSUM WALLBOARD ON 1/2" GYPSUM WALLBOARD ON 1/2" GYPSUM WALLBOARD ON SHEET DESCRIPTION z cD W O STUDS W/ WALL INSULATION STUDS W/ WALL INSULATION STUDS W/ WALL INSULATION STUDS W/ WALL INSULATION F- z W EXTERIOR SHEATHING TO SEE ENERGY CALCS EXTERIOR SHEATHING TO (SEE ENERGY CALCS) EXTERIOR SHEATHING TO SEE ENERGY CALCS EXTERIOR SHEATHING TO SEE ENERGY CALCS STANDARD >- a o BE FLUSH WITH THE EDGE ( ) BE FLUSH WITH THE EDGE BE FLUSH WITH THE EDGE ( ) BE FLUSH WITH THE EDGE ( ) o ¢ W zo OF THE FOUNDATION, 1/4" 2x SYP. #2 WD. STUDS OF THE FOUNDATION, 1/4" 2x SYP. #2 WD. STUDS OF THE FOUNDATION, 1/4° 2x SYP. #2 WD. STUDS OF THE FOUNDATION, 1/4" 2x SYP. #2 WD. STUDS NOTES & DETAIL u1 �' GAP BETWEEN FOUNDATION GAP BETWEEN FOUNDATION @ 16" O.C. TYP. GAP BETWEEN FOUNDATION 16" O.C. TYP. GAP BETWEEN FOUNDATION 16" O.C. TYP. S z = AND SHEATHING @ 16 O.C., TYP. AND SHEATHING AND SHEATHING @ AND SHEATHING @ q w z 2x P.T. SILL PLATE 2x P.T. SILL PLATE 2x P.T. SILL PLATE 2x P.T. SILL PLATE W u' ¢ WATER RESISTANT BARRIER WATER RESISTANT BARRIERCONNECT WALL TO WATER RESISTANT BARRIER WATER RESISTANT BARRIER a o 3= CONNECT z 2 LAYERS REQUIRED) CONNECT WALL TO FOUNDATION 2 LAYERS REQUIRED) PER FRAMING DETAILSUNDATION 2 LAYERS REQUIRED) CONNECT WALL TO FOUNDATION (2 LAYERS REQUIRED) CONNECT WALL TO FOUNDATION PROJECT NAME w o Q ) PER FRAMING DETAILS POLYETHYLENE HOUSE WRAP PER FRAMING DETAILS POLYETHYLENE WRAP '' PER FRAMING DETAILS cn ( POLYETHYLENE HOUSE WRAPHOUSE �- � POLYETHYLENE HOUSE WRAP °C z W OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE o SHIELD UNDER SILL PLATE FLASHING - SHIELD UNDER SILL PLATE FLASHING SHIELD UNDER SILL PLATE FLASHING SHIELD UNDER SILL PLATE uj _ o FLASHING FINISHED BASE MOULDING = o w FINISHED BASE MOULDING U FINISHED BASE MOULDING FINISHED BASE MOULDING (n "' c MAIN FIN. FLOOR MAIN FIN. FLOOR MAIN FIN. FLOOR MAIN FIN. FLOOR .A - - - - - - - - - u- W L — — — 1 11 '. '• :.if 1 If .'• ;.� 1 II .6s z o I_ II �... :.� ELEV @ 01-011 ELEV @ 0 -0 4• ELEV @ 0 -0 a Q LOT/BLOCK '.' W coc W ELEV @ 0 0 4 ,. 44 : o _ <k o ,� o d z w w I I w �T fJ) Z W o , C) o v' o ' " I I ( I III IMio TBI NUMBER T I III III II. z o o Z ~ III III I 4" CONIC SLAB W/ ~ III I I ( I 4" CONC SLAB W/ s a�. I I 4" CONC SLAB W/ MODEL E- o 4a' III III I 4" CONIC SLAB W/ � I I 11 E3 z °° I I I I VAPOR BARRIERIII VAPOR BARRIER �, I I III VAPOR BARRIER �- �, I I III VAPOR BARRIER .� _ ... •Q ....: ....4 ALL � Wa 4 III - III 1- IiI 1- U o 0 — ;k ' III I- — REFER TO STRUCTURAL — — � � REFER TO STRUCTURAL REFER TO STRUCTURAL REFER TO STRUCTURAL "' a - I ( DRAWINGS FOR ( I _ DRAWINGS FOR I I DRAWINGS FOR I I DRAWINGS FOR ELEVATION NAME III d JIICOARSE COUNT& M � _ COARSE COUNT& M I 4 ,' COARSE COUNT& �, - COARSE COUNT& III III 1 a o �. FOOTING SIZE FOOTING SIZE :Q. FOOTING SIZE 4 FOOTING SIZE ALL C14cn oc �,,, • • I I ( _ I I I (PROVIDED BY _ • •. I I I PROVIDED BY _ • • I I ( PROVIDED BY (PROVIDED BY OTHERS OTHERS OTHERS �` OTHERS) _ III ) III ) III— ) � V � - III III I III —III I I I i = Z = � z Wcevi LU SHEET NUMBER m EXTERIOR WALL EXTERIOR WALL W -- o ui 3 SECTION WITH WINDOW 4 T" IS WALL SECTION 3 SECTION WITH WIN DOW 4 TWO—STORY WALL SECTION Z _ D7 SCALE. 3/4 = 1 -0 D7 SCALE. 3/4 = 1 -0 D7 SCALE. 3/4 = 1 -0 D7 SCALE: 3/4" = 1'-0" OFFICE n t n n t n • M�u RAFTE it t tt CO 4 Doo ERIAL NUMBER 1014.0 { TO THE eESI OF W WMB)GE,THE D�cN DEKaW ON TMS DRAW NG COMPLIES wIrn THE APRICABLE KIN"KMD MG CODE IN EFFECT AS OF DOkTE OF CERTIFICATION MWW. r � Z N SET MIRROR 3" FROM - SET MIRROR 3" OF F ND OFF BACK SPLASH MIRROR-VANITY -5 FROM INSIDE CORNER DRYER VENT (TYPICAL) 0000 a 00000,, GAS PIPE (TYPICAL) ��P0 FOR GAS DRYER ONLY �,p. �, 0 Cm %% _ �_ 0 4 J 1'-2" .-1 0 0 O O j i cc R96730 ~' COUNTERTOPS , o o 5 DRYER VENT (TYPICAL) 36" HIGH X = w x - GAS PIPE (TYPICAL) M > FOR GAS DRYER ONLY RED A� �o (VANITY-5 ) MIRROR 0 o OUTLET BOX a 1/4" MIRROR DRYER VENT BOX- MANUE AR NZALEZ,AIA f Z6730o � CENTER SIDEWAYS - ATTACH PER MFR._ � IN BACKSPLASH 0 0 =F 1/2" RECESS - 0 INSTRUCTIONS ..� w DRYER VENT BOX - e-_ FOR MIRROR � W O � - ATTACH PER MFR. a- m �, �, 2X4 HALF WALL !� INSTRUCTIONS c,c z J YORKTOWN 0 P.T. SILL PLATE N P.T. SILL PLATE 00 � N TRIM - MM MIRROR (IF SLAB ON GRADE) ;� (IF SLAB ON GRADE) r o i-- o w a zI I /T CABINET o VANITY MIRROR INSTALLATION INSTRUCTIONS: ,� w = m cz 1-4 a C'u ~ 0 1. IRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. WITH PEDESTALH z = 2. T BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS BUTT MIRRORS TIGHT AT INSIDE NOTE: 0 A o ! z CORNER. (YORKTOWNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, U w N W ce o NOTE: BRACKETS REQUIRED IF BOTTOM, OR REAR VENT LOCATIONS. $ w z COUNTERTOP CANTILEVERS MORE THAN 10" 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED � 0 o BE ORE REMOVING ALL CLIPS AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM H 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM �;' o II ) 0 SHOULD BE .,cn 12 +/- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. LENGTHS PER MANUFACTURER'S SPECIFICATIONS. Z oao x � INT-1 KITCHEN HALF WALL DETAIL (&T-'2" MASTER BATH MIRROR WOOD TRIM DETAIL (,--NT-3 DRYER VENT BOAC FOR DRYER ONLY a o k • n — n Q M� w o D8 SCALE: 1/2" = 1'-0" (INT-1) D$ S LE. 1/2 - 1 -0 (INT-1) D8 SCALE: 1/2" = 1'-0" (INT-3) w A W O A Z U TILE OR STONE ON 1/2" COMPARE = a W HARDI BACKER BOARD MANUFACTURER'S O a o - OVER 3 " EXT. PLYWOOD DIM OF TUB & o zz" W o J TOLL APPROVED TILE BACKER (REFER ON 2X4 FRAMING. PUMP LOCATION x N -� T CONTRACT SPECIFICATIONS a = za 0 CO } ce o WALL TILE REFER TO FLOOR PLAN VARIES - SEE PLANS o , J. 0 w 2X BLOCKING BETWEEN VARIES BY MODEL Coe- 0 z 1 ROW OF TILE Ic ce STUDS (3 WALLS) 00 � 2X4@16 O.C. Z � � � w cc W VINYL LINER (3 WALLS) EXTENDED 5 o CORNER SHELF C3 m UP WALLS ooe 1) CERAMIC"CORNER DRAWN BY z`o HELF AT 48 A.F.F. 2X4 LEDGER O z o >- FLOOR TILE W. GRIFFIN cjQ (A ¢ 100% SILICONE SEALANT BETWEEN LL. a W W TILE BACKER AND WET BED 0 Ln w �- d- d- CHECKED BY °- II N cxv DROP IN TUB N 0 z W ,,, a 2 SHOWER DRAIN FLOOR TILE U- > �- + 2X4 CRIPPLES S. LEE a0 ? - "U d SCALE a 0 ¢ 2-2X4 THRESHOLD - ; , o = 22 X 34 SCALE AS NOTED ,`� o - . • .•.• •:: . .•. • - • - - - - •. .• • - " •: .• TILE AT DOOR Q 2X4 TO BE P.T. SUPPORT UNDER 11X17 = 1/2 NOTED SCALE o THRESHOLD WALL TILE WHEN IN CONTACT TUB'AS REQ. BY cwc cn F— W/ CONC. MANUFACTURER'S. SHEET DATE o 0 9 ADJUSTABLE GAUGE COAT WETBED PLAN 6' � o z SHOWER DRAIN LINER SET IN SEALANT W m @ (FR-�33DRO P I N TUB DETAIL SHEET REVISION INFO 2 SHOWER.DRAIN FLANGE OVER ROOFING FELT w z vi NOTE: D8 E: 4" = 1'- FR-33 = t? z NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXA SIZE AND SHAPE VAIRES BY MODEL ASELEVATION SCALE: 3/ 0 ( ) W In BE USED IN LIEU OF CERAMIC WHEN MARBLE/ WELL S PLUMBING ACCESORIES. REFER TO SHOWER 0° w PTI ARE SELECTED.MARBLE TILE OPTIONS ARCH ECTURAL PLANS BY MODEL. W �� 0�� -J W INT-4 SHOWER & CURB ON FRAMED FLOOR rw-, STANDARD SHOWER SHELF LOCATION �- ��- SET REVISION INFO WEND POST TIED INTO FLOOR QPM D8 SCALE: 3/4" - 1'-0" (INT-4} D SCALE: 1/2" - 1'-0" (INT-5) JOIST BELOW EXTEND TO c� cc w z BOTTOM OF FLOOR JOISTS. z 0 > o = END POST TO PENETRATE o w z SUBFLOOR. Y, W W o .n-. SHEET DESCRIPTION z w FACE NAIL END POST TO - cc o BLOCKING. STANDARD cc 0. z W a 2x BLOCKING BETWEEN NOTES & DETAILS z = z FLOOR TRUSS AGAINST , •'' Lu ; a END POST. a o = z PROJECT NAME cn _p SUB FLOOR. � � � / �� - i umjee / ` � � / / / i i � b-.4 lol W ' ice' i i�� i� •C / / / �'i� W0000 Z O (n i�''' �'' ' \ '''i�''' i'' \\\\\ �' LOT/BLOCK / �\ \ .+ W (— / /moi ��\ ` ,✓\r/�� 'moi ��'/ ZO z W �� i� ��\\\ �\T \vim �i�� / �i ��y��i z o z \\\\\\ le TBI NUMBER i \ / o - Z O ,r �' r /,� MODEL � wa \\,< -- ALL ui 2-w FLOOR TRUSS.2: NAILS(TYP) ui w z a ELEVATION NAME l u- ,- Z w O ^a N o ALL �= awe Q) viF- z0 c z = � z vi m SHEET NUMBER W 's cC >1 W Ci3 W FR-34 HALF WALL TIE-IN DETAIL co OFFICE COPY �l �- z Jw o o u- D8 N.T.S. (FR-34) © u 0 ERIAL NUMBER 1014.0