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545 ATLANTIC BEACH CT - ARCH DRAWINGS TO THE 9EST OF Mr KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINDON BIALDDiG CODE IN EFPECT AS OF DATE OF CERTIMATION BELOW. V September 9,2016 N o z0j "G000000rlr � yy' °0 yy 7 Q Ce ) 0 0 ri � m 0 R96 99 VO `(1 T000 00000 FRED A�G� ,"- u— OVAN G. DRUMMOND,AIA 0 AR 96399 Z W . ; CC Lou.' m CC ■ W ABBREVIATION LIST GRAPHICS LEGEND SQUARE FOOTAGE NOTESLn I i oLIST OF DRAWINGS iw; 00 0,0 Z PARTIAL SECTION INTERIOR ELEVATION a;>1 _C� a w J W ac SHINGLE ELEVATION W = m Abbrev. Descr�pt�on Abbrev. Description Abbrev. Description DETAIL# - DETAIL# AREA CALCULATIONS. �., _ �., a H F.. S'F' Cl COVER SHEET Index of Drawings�' F- � _ DRAWING# ___ DRAWING # 9 � � W # NUMBER F.P. FIREPLACE PT. LD. POINT LOAD FIRST FLOOR 2,830 SQ. FT. GN1 GENERAL NOTES p A w z = = & AND FRT. FRONT PWD. POWDER w SECOND FLOOR 1 191 S . FT. S o o - EQUAL FT. FEET PLW.- - PLYWOOD BUILDING SECTION DETAIL CALL OUT - Q FOUNDATION PLAN v, N W � 0 - - DETAIL# DETAIL# A1.62 SLAB LAYOUT �� � � J W z @ AT FTG. FOOTING _ ___ TOTAL A/C LIVING AREA. 4,021 SQ. FT, g o � 0 A/C AIR CONDITIONING F.O.M. FACE OF MASONRY R RISER ___ ___ DRAWING # \ - -/ DRAWING # A1.N SLAB NOTES, SCHEDULES, & DETAILS iu 0 rz ABV. ABOVE RA RETURN AIR a Z ADJ. ADJUSTABLE GAL GALLON RAD. RADIUS CEILING HEIGHT CHANGE 2ND FLR. BALCONY. 98 SQ, FT. FLOOR PLAN a ~' A.F. ABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR A2.62 FIRST FLOOR PLAN COVERED PORTICO. 50 SQ. FT. uJ Z A.F.F . ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. REINFORCING CENTER LINE SPANISH TILE A3.62 SECOND FLOOR PLAN w z a � � AHU AIR HANDLING UNIT GFI GROUND FAULT RM. ROOM COVERED LANAI: 505 SQ. FT. � 5 A3.N FLOOR PLAN NOTES, SCHEDULES, & DETAILS A Ce zCe INTERRUPTER ELEVATION MARKER SHAKE SIDING GARAGE: a ~ w �- ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING _ 676 SQ. FT. EXTERIOR ELEVATIONS 4 a � A }- Z % SLAB RECESS SIDING ;'" x W ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD RQD. REQUIRED TOTAL: 51350 SFT. A5.62 FRONT & SIDE ELEVATIONS 0 Ce R & SH ROD &SHELF FRAME BEARING WALL BRICK A5.1.62 REAR &SIDE ELEVATION, &ROOF SLOPE PLAN Q' a o 0 � V u0_ J B.B.Q. BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL INTERIOR WALL A5.2.62 EXTERIOR ELEVATION DETAILS o a BD. BOARD HB HOSE BIBB :.. STUCCO FINISH A5.3.62 EXTERIOR ELEVATION DETAILS a N NON-BEARING) � o B.F.F. BELOW FINISHED FLOOR HD. / HDR. HEADER SF/ SQ. FT. SQUARE FEET ( a O J BOTT. BOTTOM HGT. / HT. HEIGHT SGL SINGLE CMU MASONRY WALL - EARTH BUILDING SECTIONS C'eoo BR. BRICK HORIZ. HORIZONTAL SHT. SHEET A7.62 BUILDING SECTIONS & DETAILS u0 U z BKFST. BREAKFAST SH, SHELF GABLE END WALL INSULATION 0 o a INSUL INSULATION SHWRR SHOWER _ _ DIFFUSER LAYOUT uJ CALC. CALCULATIONS INT. INTERIOR SL. SLIDER FRAMED KNEEWALL DECORATIVE STONE M1.62 FIRST FLOOR DIFFUSER LAYOUT DRAWN BY m C.J. CONTROL JOINT I.L.O. IN LIEU OF SPECS SPECIFICATIONS DROPPED SOFFIT PRE-CAST LINTEL,/ HEADER M2.62 SECOND FLOOR DIFUSSER LAYOUT D.RESTREPO Zz CL CENTER LINE &,P.F. 4 SPRUCE PINE FIR CHECKED BY a CLG CEILING KS KNEE SPACE SPR . .PT. SPRING POINT � ELECTRICAL LAYOUT DESIGN CRITERIA JHERNANDEZ ©' W� � CMU CONCRETE MASONRY UNIT STD STANDARD E1.62 FIRST FLOOR ELECTRICAL LAYOUT oc C.O. CLEAN OUT L LONG STL. STEEL ���. : E2.62 SECOND FLOOR ELECTRICAL LAYOUT SCALE ¢ > COL. COLUMN LAV LAVATORY STC STORAGE TWO STORY: FRA E SINGLE FAMILY RESIDENCE: GROUP R3 22X34 = SCALE AS NOTED J COMP. COMPRESSOR LDRY LAUNDRY STANDARD NOTES & DETAILS ~ a BUILDING TYPE: V - B .� 11X17 = 1/2 NOTED SCALE W CONC. CONCRETE LIN LINEN T TOP D3 STANDARD NOTES & DETAILS u: _ti_ Ln CONT. CONTINUOUS LT LAUNDRY Tia ` T&G TONGUE & GROOVE DESIGN BASED ON 2 14 RESIDENTIAL F.B.C. RISK CATEGORY: II D7 STANDARD NOTES & DETAILS SHEET DATE r TEMP. TEMPERED D8 STANDARD NOTES & DETAILS '- A DB. DOOR BELL M:B: MASTER BATH THK. THICK (5TH EDITION) WIND DESIGN BASED ON: ASCE 7-10 �.- 06-17-16 DBL. DOUBLE MAX MAXIMUM T.O. TOP OF F.B.C. RESIDENTIAL 2014 ULTIMATE DESIGN WIND SPEED = 130 MPH : SHEET REVISION INFO o Z DR. & SH. DOUBLE ROD&SHELF M.C. MEDICINE CABINET T.O.B.B. TOP of BOND BEAM x. HOUSE ELEVATION ABBREVIATIONS ,w m � F.B.C. MECHANICAL 2014 NOMINAL DESIGN WIND SPEED = 101 MPH � o u DECO. DECORATIVE MFR. MANUFACTURER TR. TREAD ABBR. FULL NAME ELEV. CODE W Z cn DET. DETAIL MIL. MILLIMETER TRAN. TRANSOM F.B.C. PLUMBING 014 EXPOSURE: B o L 0 MAN. MANOR 03 I W z z DIA. DIAMETER MIN. MINIMUM TYP. TYPICAL F.B.C. ENERGY ENCLOSED BUILDING INTERNAL +.1 -.1 WIL WILLIAMSBURG 07 - m W DIM. DIMENSION MIRK. MIRROR C NERC CO SERVATION 2014 PRESSURE COEF.: 8/ 8 �E' PRO. PROVINCIAL 08 J ° DN DOWN MLDG. MOLDING UC UNDER COUNTER CHA. CHATEAU 09 Z = o w UNLESS NOTED F.B.C. FUEL GAS 2014 FOR WINDOWS/DOORS SEE FLOOR VER VERSAILLES 10 SET REVISION INFO (n J w DR. DOOR M.P.H. MILES PER HOUR U.N.O. OTHE WISE ---- z = F.B.C. ACCESSIBI 2014 PLAN FOR ACTUAL PRESSURES: CLA. CLASSIC 18 c� F- DS. DOWNSPOUT MT METAL THRESHOLD MED. MEDITERRANEAN 19 W oo D.S.S. DENSE SELECT STRUCTURE V.B. VAPOR BARRIER N.E.C. ELECTRICAL 2011 (NFM 70) FEMA RULES & REGULATIONS TRA. TRADITIONAL 20 ce 0 > - 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 (n 00DWG. DRAWING V.T.R. VENT THROUGH ROOF HER. HERITAGE 22 o LU W O.A. OVERALL THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED CMN. CIMMARON 28 SHEET DESCRIPTION ,cn W 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 ` OFT. CRAFTSMAN 31 >- 22oc T. W.C. WATER CLOSET 22 c- Z E.W. EACH WAY OP OPTION AL( ) W.C SOL. SPANISH COLONIAL 32 a >0 EL. ELEVATION OPNG. OPENING WD. WOOD BOR. BORDEAUX 33 zz _ o ELEC. ELECTRICAL OSB ORIENTED STRAND BOARD WDW. WINDOW W � Z `. � BRO. BROUGHAM 39 W 2 a a ENCL. ENCLOSURE PED. PEDISTAL SINK W.I.C. WALK-IN CLOSET REN. RENAISSANCE 40 a o z ENG. ENGINEERED POLY POLYVINYL WP GFI WATERPROOF GFI VIE. VIENNA 41 PROJECT NAME POUNDS PER SQUARE r vi� EQUIP EQUIPMENT P.S.F. WFOOT .W.M. WELDED WIRE MESH TUS. TUSCAN 44 ATLANTIC BEACH AMBASSADOR Ce o z "' POUNDS PERS SQUARE INCH CLS. CALAIS 46 P EXT. EXTERIOR P.S.I. Q W.W.F. WELDED WIRE FABRIC _ � o FIN FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER ITV. ITALIAN VILLA 58 LOCATIONPBC. PALM BEACH 80 DUVAL COUNTY UJ z FLR. FLOOR P.R. POWDER ROOM CRB. CARIBBEAN 81 FND. IFOUNDATION P.T. IPRESSURE TREATED CST. COASTAL 82 z � LOT/BLOCK 0027 C:) 0 z TBI NUMBER 0027 o Z MODEL 0 `Z 0W a CATALI NA CL 2: N�1 W Z M! z a ELEVATION NAME VWU- Lu o OFFICE COPY cn SHINGLE Cn Ce Lu = Nz0 (� Lu m REVIEWED FOR CODE COMPLIANCR < SHEET NUMBER z = CITY� OF ATLANTIC BEACH = O �._ _ SEE PERMITS FOR ADDITIONAL 6 cmc REQUIUMENTS AND CONDITIONS = Cl W m W z REVIEWED BY: Z —' .�.��s..6.« DATE.�©'v� �' u 0 SERIAL NUMBER 1014.0 .5 TERMITE SPEC FICATIONS: 5. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WIND BORNE DEBRIS REGION M7W III OfW ,IM MM MM-M CMVa wwmwmm WITH SPECIFIED LOADS AND GOVERNING CODES . SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE C"M8TWrASCW Mtn OF` `nMDa "' ® SECTION R318 PROTECTION AGAINST TERMIT S AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE N z TERMITE PROTECTION SHALL BE PROVIDED B 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 PESTICI ES APPLIED TO WOOD, OR OTHER APPROVED METHODS STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ) � OF TERMITE PROTECTION LABELED FOR USE 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 THEA°°° �gGr w ( APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL Q, 0 = SECTION 202, REGISTERED TERMITICIDE). U ON COMPLETION OF THE APPLICATION OF THE TERMITE PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. m "" ,» o PROTECTIVE TREATMENT, A CERTIFICATE OF OMPLIANCE SHALL BE ISSUED TO THE BUILDING 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND °C DEPARTMENT BY THE LICENSED PEST CONTR L COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES ALL BRACING MEMBERS a m "THE BUILDING HAS RECEIVED A COMPLETE T EATMENT FOR THE PREVENTION OF SUBTERRANEAN AND ALL TRUSS TO TRUSS HANGERS. GYPSUM WALLBOARD A 6399 010 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 a" BOARD ON ALL �' 0 v - DEPARTMENT OF AGRICULTURE AND CONSUM R 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 THEF � p �G�� PREVENT SAGGING OR OVERLOADING. RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. OVA., ,RE A ,AIA NOTE: AR 96399 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE UPLIFT CONNECTORS HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8' ABOVE FINISHED FLOOR. z w OR BORA-CARE PRODUCT METHODS M JST BE DETERMINED AT PERMIT STAGE AND PRODUCT 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY o o APPROVAL DATA MUST BE ON FILE WITi THE BUILDING DEPARTMENT. REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT FORCES. INTERIOR LOAD BEARING ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY z¢ zo 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARD. cin PORTIONS OF WOOD ARE REQUIRED TC 1 BE FIELD TREATED TO PREVENT INSECT INFESTATION. NEED TO HAVE CONNECTORS APPLIED. PLEASE CONSULT THE TRUSS ENGINEERING FOR THE LOCATION z wOF THESE WALLS. NON-BEARING INTERIOR PARTITIONS i W � = OPTIONAL BORATE APPLIED TOA FRAME MEMBERS WITHIN 24" A.F.F. w0 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 ice m STRUCTURAL NOTES: MANUFACTURER SPECIFICATIONS. SPACING W/ 1/2" MIN. GYPSUM DRYWALL EACH SIDE OR 2"x4" STUD GRADE LUMBER OR BETTER AT 16" 1070, p w CAST IN PLACE CONCRETE 0/C WITH SINGLE TOP AND BOTTOM PLATE. a W v M o0 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI, AND FIELD REPAIRLu INOTES GLASS BLOCK a a o o A SLUMP OF 5 1. MISSED ] BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED W/ 1/211 DIA. EPDXY ANCHORS �+ F" d; o zWITH 6" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS MORTAR TO HAVE COMPRESSIVE STRENGTH. TYPE S - 1800 psi AT 20 DAYS �, ° W = ¢ 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO RECOMMENDATIONS. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. EXPANSION STRjPS TO BE PLACED PER MFG. SPECS. A mASTM A-615 GRADE 60.o �� �� GLASS BLOCK SHILL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. 0 � o 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BE LAPPED AT LEAST 611 2. FOR MISSED VERT. DOWELS DRILLA 3/4 DIAMETER HOLE 6 DEEP AT THE LOCATION OF THE u w g z = 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 BUILDING IDENTIFICATION 0 o ,Q z PER PLAN WHEN FIBERMESH IS USED ILO WW , A DOUBLE LAYER OF WWF IS NOT REQUIRED AT EMBEDMENT EPDXY ( SIMPSON "SET", NUM EPDXY ), MIXED PER MANUFACTURER'S INSTRUCTIONS: 0 ASSURE APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH ° o o THE EDGE OF THE SLAB. THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND AND POSITION N M E PLAINLY I S W USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO B VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE w z 4. HOOKS SHALL BE PROVIDED AT DISCONTIP UOUS ENDS OF ALL TOP BARS OF BEAMS. MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4 TALL AND 1/2 THICK AND CONTRAST WITH ►-+ o 2,j � 5. HORIZONTAL FOOTING BARS SHALL BE BE T 25" AROUND CORNERS OR CORNER BARS WITH A THEIR BACKGROUND. x ❑ o 3FARIN 25" LAP SHALL BE PROVIDED. . OR MORTJOTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF a 0 Z o F4 z THE JOINT (BAR DOES NOT HAVE TO BE CONT. TO FOOTING). STUCCO a ¢ 0� 6. MINIMUM LAP SPLICES ON ALL REINFORCI G BAR SPLICES SHALL BE 40 BAR DIAMETERS TYP. ALL EXTERIOR CEILINGS EXP T A= v 4 MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON EXPOSED 0 WIND FORCES SHALL BE 7/8 THREE COAT STUCCO w Z � a . � w o 7. CONCRETE COVER MIN. 3" WHEN EXPOSED TO-EARTH OR 11/211 TO FORM. FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL 50.MTSM16 TWIST STRAP W/ (4) 1/4" X 21/4" TITENS TO MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS PLYWOOD PANELS. A cn z LESS THAN 860 LBS USE 2 MTSM16 FOR UPLIFTS LESS THAN 1720# . NO MORE THAN 1 0-+ MIA a 8 PROVIDE MIN 6 MIL. APPROVED VAPOR BA RIER. ALL JOINTS TO BE LAPPED MIN. 6 AND ( ( ) 0 STRAPS MAY W a SEALED UNDER SLAB ON GRADE. BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW. IF GIRDER TRUSS C CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. ►.a a 9z W = o " CONTACT ARCHITECT OF RECORD FOR "` .-i 04 - a. 9. FOR SLAB ON GRADE, PROVIDE 4 CONC. S B W/ 6 X 6 X W1.4 X W1.4 WELDED WIRE MESH PLACED OUTDOOR KITCHENS 0 A = >- z AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON 4" MIN. TERMITE TREATED COMPACTED FILL(FIBER MESH x z 11J MAY BE USED ILO WWM WHEN FIBER MESH EFTS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE STRUCTURAL DESIGN CRITERIA ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. a, 81 ce o FBCR 2010 R506.2.5). LIVE LOADS: ROOF 20 PSF (REDUCIBLE) CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE RESIDENTIAL FLOOR UNLESS OTHERWISE INDICATED 40 PSF FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR N UJ � 10. WHEN THREE OR MORE BARS ARE REQ'D., THE BARS SHALL BE HELD IN PLACE AND 40 PSF GRILLS OR COOKTOPS. o � ALIGNMENT BY TRANSVERSE BARS OR "CHAIR " SPACED NOT MORE THAN FOUR FEET APART. BALCONIES/DECKS 40 PSF o STAIRS ANCHORAGE w REINFORCING STEEL ATTIC WITHOUT STORAGE 10 PSF METAL AND WIRE LA : 0 o J ALL REINFORCING STEEL SHALL BE NEW DEFO MED BARS FREE FROM RUST SCALE&OIL& ATTIC WITH STORAGE 20 PSF 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. am , U cc SHALL MEET ASTM A-615 REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE-CAST HABITABLE ATTICS 30 PSF � v = CONCRETE PADS, TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY 30 PSF 2. ALL ATTACH MENYS�-POR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL ¢ SLEEPING ROOMS BE PLACED WOT MORE THAN 6 INCHES APART AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE 0 0 STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING , z w ADDITIONAL CROSS- REINFORCING TIED TO OOTING REINFORCING. SPLICES IN REINFORCING CONCRETE CONCRETE UNLESS OTHERWISE INDICATED 3000 PSI TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. DRAWN BY ¢ cc WHERE PERMITTED SHALL BE THE FOLLOWING MINIMUM, UNLESS OTHERWISE INDICATED ON THE STRENGTH 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT uj m DRAWINGS. @ 28 DAYS OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST % INCH AND z FIGS, WALLS, COLUMNS, BEAMS, S BS: 40 DIA. OR 25" MIN. REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ATMA BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE CHECKED BY FILLED CELL& MASONRY REINFORCI G: 48 DIA. OR 2'-6" MIN. ALL REINFORCING BARS ASTM A615-60 60,000 PSI ATTACHED TOC NG JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. A. BARLEY W cC w i- " � 1 �� uj TEMPERATURE REINFORCING: 20 DIA. OR 1 0 MIN. 11 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1/ INCHES LONG HAVING A HEAD NOT LESS THAN 8" LAP ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI % INCH IN DIAMETER SCALE M w WELDED WIRE MESH: POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF ice co ¢ J �" MASONRY WALL CONST. FIBERS PER CUBIC YARD J o CONCRETE ASTM C90-01, STANDARD WEIGHT UNITS, fm=1500 PSI MORTAR TYPES 1800 PSI MIRRORS t- ¢ 1. HOLLOW LOAD BEARING UNITS SHALL BEN RMAL WEIGHT GRADE N TYPE 2 CONFORMING MIRRORS SHALL 8E ANCHORED TO STUDS WHEN IN EXCESS OF 9 S F t o _ MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED S.F. a TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (f m = 1500 PSI). UNITS: DURING CONSTRUCTION 0 0 (n 2. MORTAR SHALL BE TYPE S , CONFORMING 0 ASTM C270. H.V.A.C. NOTES SHEET DATE � v o 3. COARSE GROUT SHALL CONFORM TO ASTM 476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8 STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI U.N 0 SHOP AND FIELD THESE PLANS ARE ESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: °; o AND A MINIMUM COMPRESSIVE STRENGTH AT 8 DAYS OF 3000 PSI SLUMP 8" TO 11". STEEL: WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 HANICALIRESI _TIAL, AND ENERGY CONSERVATION O ce4. VERTICAL REINFORCEMENT SHALL BE ASN TED ON THE DRAWINGS WITH THE CELLS FILLEDWOOD BEAMS RAFTERS JOIST PLATES: U.N.O. N0. 2 SOUTHERN YELLOW PINE 19% M.C.) MOUNT ALL THERMOSTATS AT +4'-0" ABOVE FLOOR. SHEET REVISION INFO o z WITH COARSE GROUT. w >_ p FRAMING: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB ALL INTERIOR &EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE = m v 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A FLOOR SHEATHINGT&G AC GROUP 1 APA RATED (48/24) WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V.A.C. : - F-- o - MAXIMUM SPACING OF 192 BAR DIAMETERS. REINFORCEMENT SHALL BE PLACED IN THE CENTER CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL y`Z n p � OF THE MASONRY CELL TYPICAL UNLESS OTHEII tWISE NOTED. WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB a ,= z 6. REINFORCING STEEL SHALL BE LAPPED A M NIMUM OF 48 BAR DIAMETERS, UNLESS VERSA LAM BEAM: Fb = 2900 PSI (2.OE) ELECTRICAL NOTES m m OTHERWISE NOTED ON THE DRAWINGS. WOOD COLUMNS: PARALLAM 2.0E U.N.O. THE DWGS. ARE DIAdRAMMATIC &INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. -� 07. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECTS ATTENTION PRIOR Lu ¢ 0 WOOD ROOFDESIGN LOADSTO THE COMMENCEMENT OF WORK DO NOT SCALE ELECTRICAL DRAWINGS. 'z = o w OR CAVITY CAPS MAY BE USED TO PREVENT T E FLOW GROUT INTO CELLS BELOW. THE USE OF • SHINGLE ROOF TILE ROOF: SET REVISION INFO J 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 s TOP CHORD DEAD LOAD: 10 PSF 20 PSF ELECTRICAL. CODE &ALL CODES, REGULATIONS &RESTRICTIONS HAVING JURISDICTIONS. w z �- 8. PROVIDE 9 GAUGE GALVANIZED HORIZONT kL LADDER JOINT REINFORCING (DUR-O-WAL OR a m ENGINEER APPROVED SUBSTITUTION) AT ALTE NATE BLOCK COURSES. JOINT REINFORCEMENT BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF GROUND-FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 &20 AMP OUTLETS INSTALLED Z cc u j z SHALL BE CONTINUOUS AND SHALL LAP A MIN 8". TOTAL: 40 PSF 50 PSF OUTDOORS, IN BATHROOMS, &GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. 3:: o o WOOD CONSTRUCTION SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE) TO w = WIND UPLIFT RESISTANCE: 10 PSF 10 PSF NON-SWITCHABLE I4TCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO z u 1. ALL WOOD MEMBERS EXPOSED TO WEATHE OR IN CONTACT WITH MASONRY, CONCRETE OR SHEET DESCRIPTION o g , cn SOIL SHALL BE PRESSURE-TREATED. SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE =(n w o z UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD DETECTORS SHALL B PROVIDED W/VISIBLE POWER ON INDICATOR AND A TEST BUTTON WITH _ v p 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. GENERAL z FRAMING MEMBERS, ( I.E. BLOCKING OR GABL END BRACING ) SHALL BE SOUTHERN PINE, NUMBER 2 Y o GRADE OR BETTER SHALL BE USED REGARDLE S OF SPECIES. ALL ELECTRICAL SWITCHES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6° NOTES co cc a- z WOOD FLOOR DESIGN LOADS: FROM EDGE OF OPENINGS. 0 ¢ > 0 3. ANY WOOD FRAME INTERIOR BEARING WA L STUDS THAT HAVE HOLES IN THE CENTER OF THE TRUSSES: DEAD LOAD: 20 PSF t zz s o STUD UP TO 1" DIA. SHALL HAVE STUD PROTE ON SHIELDS FOR ALL HOLES OVER 1" IN DIA. FOR LIVE LOAD: 40 PSF ALL WALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED. Lu z J z PLUMBING LINES, ETC. SHALL BE REPAIRED W H SIMPSON HSS2 STUD SHOES,TYP., U.N.O. U) 0 a ¢ TOTAL. 60 PSF ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 o = 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 PROJECT NAME u j cn p STEEL. IT IS THE CONTRACTOR'S RESPONSIBI TY TO VERIFY THE TYPE OF WOOD TREATMENT VALUE: SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL SHALL LOCATE ME-WR AND PANEL AS REQUIRED. ce vi(n AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL z cc W z ACQ-D, CBA-A OR CA-B REQUIRE HOT-DIPPED ALVANIZED OR STAINLESS STEEL FASTENERS. CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFY ALL CONDU 'fORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. ALL 0 0 DOT SODIUM BORATE (SBX) DOES NOT. VERIFICATION OF FOUNDATION DESIGN. ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30 A.F.F. SOIL TO BE COMPACTED TO AT LEAST 95% �� v w OF MAX. DRY DENSITY AS DETERMINED BY ASTM 1557 (MODIFIED PROCTOR ) IN EVERY KITCHEN FAMILY ROOM DINING ROOM LIVING ROOM PARLOR LIBRARY DEN SUNROOM � o STRUCTURAL STEEL � � � , RECREATION ROOM BATHROOM GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA,ALL ALL u, ROOFING BEDROOM, , o u- V) ALL STRUCTURAL& MISCELLANEOUS STEEL A 6 36,000 PSI, U.N.O. TUBE STEEL: ASTM A500, 125-VOLT 15- AND 20- AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. Z w = o GRADE B, Fyy = 46.000 PSI PIPE STEEL: ASTM 53, TYPE E OR S, F 35,000 PSI SHOP AND FIELD ALL ROOFS SHALL BE CONC. ROOF TILE UNLESS MODIFIED BY PRODUCT APPROVAL SUBMITTAL. - cn z F-- WELDS: E70XX ELECTRODES STRUCTURAL BOLTS: ASTM A325, BEARING TYPE CONNECTIONS THERE ARE NO EXCEPTIONS. LOT/BLOCK z IF z STRUCTURAL BOLTS: ASTM A307 STRUCTURAL BOLTS: ASTM A307 FOR SECONDARY DOORS &WINDOWS f z o z 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 TBI NUMBER - E o o 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 MODEL M w ,_., ¢ FABRICATION. HEIGHT & 5.7 SQ. FI IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44 OFF THE RESIDENTIAL Ln s ,a o FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" AFF. .-. 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 FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26" ABOVE ALL GREATER THAN 24" OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. GRADE. R407.3. w o z DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, UJ z ¢ THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. EQUIPMENT, ETC. ELEVATION NAME LOU- 0 p PREFABRICATED WOOD TRUSSES WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. C> 0 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 Q w L MANUFACTURER UNLESS NOTED ON THE PLANE. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND c> w 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 FO 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 DESIGNED 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 v�`m 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 W . zo = 3. THE TRUSS LAYOUTS PROVIDED IN THIS PLAN ARE TO BE MATCHED EXACTLY BY THE TRUSS MANUF. SOLID WOOD DOORS NOT LESS THAN IY INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE DRAWINGS SHALL NOT BE SCALED. An 6 o~ IF THE LAYOUTS CANNOT BE MATCHED, THE T USS MANUF. IS TO IMMEDIATELY CONTACT THE BUILDING STEEL DOORS NOT LESS THAN 1% INCHES (35 MM) THICK, OR 20 MINUTE FIRE-RATED DOORS. INSTALL SOFFITS PER FBCR R703.1.3 AND R616. Lu cc fn w DESIGNER, TOLL BROTHERS, FOR FURTHER IN ORMATION. WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE � z _j u TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2" TAPCON SCREWS, 6" SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). Q����E �0�� `.J " o o 4. DESIGN SPECIFICATIONS FOR LIGHT WEIG T METAL PLATE CONNECTED WOOD TRUSSES PER THE FROM EACH END AND 12" C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ 0 TRUSS PLATE INSTITUTE TPI LATEST EDITION. (2) ROWS OF 10d NAILS AT 10" C/C, PERIAL NUMBER 1010.0 M THE BEST OF err MW MV,THE DISM DIVIM ON IM DRAWMG COIIVLIB WITH 711E APPLICABLE 1111191101 KMDDIG CODE IN EFFECT AS OF DATE OF CERTIFICATION"FLOW. September 9,2016 _ z N ~ BLLJ ,C� OF F4 ce A �0000000Q�� a= A7.62 0 0 = 0 i It 0 �0 ce 80 -0 0 co 0 0 , 00 121_111 631_111 1 41-1011 9 99 00 V� 9 1 11 0 41-71t 7 -6 221-011 " " tX====_____=©=____====_ H 3'-1011 1'-0' w 00 00000 96 X48 A/C PAD 3 FRED GAS LINE TO TANK ESS ABOVE GRADE PROVIDE GAS 0 3 -7 3 -2 41-411 /H FIELD VERIFY ' o i OVAN G. DRUMMOND,AIA O LINE FOR FUTURE GAS TANKLESS /H DRAIN LOCATION AR 96399 o BARBEQUE AREA W/TOL W BROTHERS P.M. , Hg ............................................ _.— .—._.__ _............................................................ d .................................................................................................................................................................................................................................................... _Cie ---------- I 1 I I 1 , ---- ------ ^------- ---� L- co LL J Li 61-811 00 N w dam' M Q r-I i i I 71_411 i i 61_111 71_211 i N N fe wac° 'J ,,I II = , 221.611 w w CO SLOPE PAVER @ ,. . . ' 1 H ■ CD 1 8 PER FOO _� I ----- _ Lu ' II ----- 60 _j ► I I 00 n 2 0 A �- .��, ; c' 6 PLUMBING Al N w z _ l �` �'r WALL 8 O O ;f, �t t II' ■ W O a # I I L ° - ____ , - ----- ---- {r _ N 111 41_011 W Z LALn \� n I 1 n I _ A cc z 'n I , 31-411 21-611 4 -5 , Ln 5 nI GAS LINE TO >� --, ___-- __- -1-F � ; , 311 A1,N TYP. o a W - I COOK 0P < ' ! x A Q __._..__ I 1 O LL- -j ----------------- -------- I i J O v ------ - �\ Z - .... Q r1 .. o ' ' I GAS LINE TO ! _ w LL. V < 1 i Ln ( L___ I I I E II Q .......... - /`> 151.011 �\ , N ; i DRYER 4 SLOPE SLAB @ O 1 1/8" PER FOOT v z 1411 CL 1 I i M -__ I i ----- -------- , I 2 QO (n - I __ Lu -�� �.� -� I� � I A1,N DRAWN BY 221_611 J J LL, D.RESTREPO Ln m _ I I I C-- -- -�J € 0 z - CHECKED BY D1 �, I L. I I Ilk U ' - I I I 251.1111 - I 1 HERNANDEZ UJ LU c PROVIDE ELEC. i i ; I 4" - C) t- - , 1 6 PLUMBING WALL z w � STUB OUTS IN SLAB t,_-------- --------_� -- s = 6" PLUMBING WALL � SCALE Q > ; FOR ISLAND-UN � ' 22X34 = SCALE AS NOTED J -j 1 �' ' ................................................................... ........... O� --�------- % ...... a a _ NN� _ O Q \\ i �-, rJ L-- ------, ----------------�----- --- ---T ...............� � �.. -c 11X17 1/2 NOTED SCALE WI`` ti i SHEET DATE _J t_ -� � L--- -- �\� I I ' 1 f I C I 11 1 I I I I I I 81-2 - i < I IL 21-7211 1_7111 ,- „ 1 111 L --� . I .............. 06-17-16 -------J L----- 21-71 I 2 Ln I ( I I 2 1 ' `J ' SHEET REVISION INFO ---------- _/ 11 011 O pC = 0-0 ----- --- _ 1 1 I I f f I t 111 I € I Q z oo , I I I I I 2 -102 I I I -- LL, �- o FINISHED FLOOR I I ____ I ! ____�i► ___ IIs I ao V c� i rn L�---- WZ (n O 11 u 1 n 1 u 1 _ NOTE: FIN. FLOOR TO BE 18 2 -8 6 -10 I MIN. ABOVE CROWN OF ROADLU CO LLJ 1 J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = o W A7.62 NUJ cn -------------L �..-._-..-..- ..-._-..- .. o A7.62 SET REVISION INFO -; --------- 2 LLJ z = 10 a. ce CO o _611 V1 W O cV I �-_------------ Q a = I i ,,, zrk N _ o I --------- --- Woo `o ; SHEET DESCRIPTION Wui Z cn N N ,-i J z u O ' � PAVERS J �; ;�-......�_ SLAB ; - oc SLOP PAV RS @ s� a W o 1/8" ERF T � � I � � ' LAYOUT I L---- ---- -------------------- Z = � _ ..................._.................................................. ..._.................................. L1J M J Q p N i i I _..........._..... .- 4 cn LU Q- 'r'"I , 91-811 1_811 Q PROJECT NAME � Wp N a o �, ATLANTIC BEACH AMBASSADOR z 1 z w o a s LOCATION o = o --� I I I I I I I I u u (n ,.. f DUVAL COUNTY I I f f (/) LJ.1 �_ - I --� r---i- ------ -- ---- --- --1—�---- --- r------ -J--i----- --------------I ----I SII Ilf f11 IIS f f - L J f ri .L � J ri 0 W W P -,,LT.O. PAD GAS LI N E TO LOT/BLOCK 0027 zo "B.F.F.(TYP.OF 2} FIREPLACE T.0. PAD TBI NUMBER 0027 z 1 � o � 0'-0" ELEV. OFFICE COPY MODEL 3'-7" 3'-211 '-3' , 4-11 51-511 21-1011 1 -6 5 -2 1 -6 21-1011 1 11 1 it 1 11 1 II I 11 1 11 1 II i 11 CATALI NA L" > 0 x }- 01_011 5'-10,1 101_411 141_1011 W U- z a 7 ELEVATION NAME W �- 80'-0" STEM WALL FOUNDATION w W O SHINGLE tr Lu B A7.62 NOTE: FIELD VERIFY ALL GAS LINE z LOCATIONS PRIOR TO POURING SLAB Q SHEET NUMBER W m SLAB LAYOUT fQ z uJ �- ri O o SCALE: 1/4" = 1'-0" SHINGLE �— W ADDITIONAL NOTES SCHEDULES & DETAILS = A1 .62 o z °° v i M -3 w CAN BE FOUND ON THE A1.N SHEET. � ooU- U F- 0 SERIAL NUMBER 1014.0 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTS ON THIS DRAWING COMPLIES WITH THE APPLICABLE NBC"BUILDING CODE IN EtfEa AS OF DATE OF CERTffMION BELOW. SLAB LNOTES : September 9,2016 to V N ~ 00 cn 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS. OF F4 W LQ� o��sa ���''� 0 a 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS , 0 >a-d m 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE 0 J O O 9 99 0 4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. o o 0000a RED A� INDICATES DOOR OPENING Z W OVAN G. DRUMMOND,AIA -' O AR 96399 z 0 Z W 0 cn w O p- m CG Z 0 W O t4 A f- �✓1 d' cob ren" WLLJ ui Z Co MQ u O H oo = A ■ = F- U w $ � Z rn 00 0 S. O 0 WZ g � O ® � - _moo x ■ UcWnQ Lu 0 d Luau W = W.W.M. PLACED IN UPPER ' a ,� A a 1/3 OF SLAB OR FIBERMESH Z W REINF. PER PLAN ~' o '-' 1 " MIN. SAWC T x 1 4 F PLO o SLAB THICKNESS SEE / 0 Z a FOUNDATION PLAN FOR LOCATION Oa o o 060 �o W a 11M coa— -----------,;! M CC �--� O (f) � I ! e 0 a °10 O W DRAWN BY W D.RESTREPO U- m zz :; SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 CHECKED BY o TO 12 HOUR$ AFTER CONCRETE HAS BEEN FINISHED, J. HERNANDEZ uJ W AS CONCRETE ALLOWS WITHOUT RAVELING a' SCALE a > `` 22X34 = SCALE AS NOTED � J 0 0 = 1 11X17 = 1/2 NOTED SCALE LL. ui � SAW CUT DETAIL o SCALE: 1/4"= 1'-0" SHEET DATE � O AIA 06-17-16 o SHEET REVISION INFO W m 0 r' WOZ cn - mW � Lu o uj SET REVISION INFO W W Lucef g a0. cea, O � z 3:: (n00 FRONT WALL OF GARAGE w z SHEET DESCRIPTION 2: Lu Lu o PROVIDE 11/2 D x 5" W SLAB LAYOUT z W E RECESS AT GARAGE DOOR 0ce. z SCHEDULES AND a > O PROVIDE 4 1/2" D x 8" W RECESS Z= o SLAB RECESS 1 cn IN SLAB NOTES rn C9 _jZ41/ 11 rn u a BRICK PAVERS o C:) GAR. / z PROJECT NAME FIN.AFLR. GARAGE ATLANTIC BEACH AMBASSADOR oc uu z z ---- -,�--- DOOR SLAB LOCATION ,9': f . o, RECESS a o = A DUVAL COUNTY W �- a � � WALL PER rLn n o r� • .•. = PLAN LLS rn Z O = 0 z � o . LOT/BLOCK 0027 HOZ '� z Z o Z -� TBI NUMBER 0027 . (Ao o MODEL oZ CATALINA ce cl. � > 0 uj MNVIEW W Z a I— ELEVATION NAME , wwo W � 0 2 � SHINGLE SECTION AT GARAGE DOOR ui W SCALE., 1/411= 11.011 [� �� Zo A1.N z z viW Q SHEET NUMBER � ce co zWt; CoeW = AloN V. z m u OFFICE COPY OOH tc V H 0 SERIAL NUMBER 1014.0 TO THE BEST OF MY MOWLEDGE,TME DESIGIL DEPICTED ON nus DRAWING COMM WITH TW AWMABLE MINIMUM WILDING CODE IN EFFECT AS OF DATE OF CMVICATWN BELOW. �O September 9,2016 CD Z B N ~ A7.62OF Ft0 4 HIGH WALL AT SERVICE �A�� X000000 = 80LU -011 FCOURT. SEE DETAIL 8 ON �. °00 I 1, 1, , SHEET A5.2.62 1 ,1 �a dao 12 '1 63 -1 4 -10 U 0 d J 0 0 41.711 71.611 31.01! 141.61 13'-2%" 7'- r/z ca ca 31_10!1 11_ 1 f 6399 A LINE T WATER 1_01 31_711 31_211 41_411 I ' HEATER ' ' BRACKET SEE PROV DE GAS TANKLESS GAS WATER 1 ELEVATIONS FOR RED A� t� PRIVACY WALL LINE OR HEATER DETAILS OVAN G. DRUMMOND,AIA z @ 6'-0" A.F.F. FUTU EBB � ' WIC � - � n AR 96399 Q ( ,_�l,� KD I `� L HB I I o _ AREA 10 0 CLG. t I cn cn - -- _ _ cc ......... ................................... ....... ................................................................... .............. ............................................. % 1-' _ ,-+ - - -- -- !� M DR &SH KIS W °i f- = 22 x30 ATTIC _- - I WATER = ---------- --- - 0 1 ACCESS - �,_3 af cc ------- -- -- SOFTEN ao , t -N "" 1 11 1 11 ""' I 11 1 !1 - ! II o W co N 19 -5 5 -5 10 -5 4 -4 LOOP 22 -0 oc l �-__-�_-, o E- o I I I �'� i = MASTER R --� I I 1 10 6 0 , 6 --- -, �, N Lu o 1 `� E _ ( I �o BAH d' N W I, ----�- �C w M "'09 5. z BOX BEAM TO o I 1 ats _ ..L_ - a I _u_ N 9 W a I COLUMN � - " ( �- - 10'-0' CLG. - a ,� I r- -r,-3 O CC3 a + W = °° " WIDTH TYP. 1 1, o ;% f, SII 2 �___� �"' a �' 4 ■ O I 12 -01 1 �5 _ 1 O _ W i ( 131-411 -1 I 51-511 � 10 -511 _ = I 1=== ' '_J A w �- _ _ F-CL in 0 Lu �;- 0 MASTER BEDROOM 6 0 1 II o�9 CD II 1===-'-'_� U w c cn I - o - w T g o zo `�' I r, 121_01, TO 12,_811 I ( �,. 5 6 -7_ oEn z_1 I t --- ' En Oo 0 t3 00 FLAT F ---------------- € d. :� W z 10 1 COFFER CLG. �� __ o BOTT. 81.81, J A3.N _' O 0 1 OVERE 21.0„ 1 / '/2 r=== o I LANAI / THREE CAR I - N , �-- z _ , 1 1 11 ! 1 II 2 ,-----------------t a t0u = O ( 121.011 CLG NPI ;1 ,p 3 2 6 4 5 1 GARAGE -- p Z - 10 0 CLG. �____r"_ to o =N I ( / co 21-7' 11_1011 6 I ) - LINE OF ' 1 W z � I ( / / - - FLOOR t I T----�,-� _ w a Lna w o I I �, 'Oro, / W.I.C. 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NOSING I t t -— AREA L--------i R F. ,� _ – – I I --- , m °' I 12'-0" CLG. oo c FLAT FFIT 11 10"X10" AIR _ MT „ DROP ---- - D.RESTREPO z z o _ I = z'o ' 611 In M I I BOTT. @ 9 -0 JUMPER �r 6 ZO 42 HIGH RAILING W/ i I � � ; N r O PICKETS SPACED TO i___�_ o CHECKED BY ri Q O Iu 1_ 1 _I LL ,_ 1 1_ 1 1_ 11 1 4 'b4-8 12 5 2 4 4 4 6 9 6 -�9 -5 REJECT A 4 DIA. SPHERE I T____�3 , LU W _ `n I .�- - - , ( � - I ------ I ' __ ' ' � - J. HERNANDEZ 1 HALL oAK PWDR RM. 1 .3-E- ----- y- - Ln 7. i 1_ 1, 11 it SCALE z W I LAT GOURMET _ - LAT lo'-0" CLG. STAIR lo'-0" CLG. 10 -0 CLG. > F -vn , _ _ O 22X34 = SCALE AS NOTED J I SOFFIT KITCHEN 1 A !1 ch 411 ^ -1 �o 1 T ' " , ' " .�. -R & SH - 11X17 = 1/2 NOTED S12 -0 CLG. „ , �/ I / ,0 E C III I , r...__... _............................... �. 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DECO COLUM LOT BLOCK 0027 vi t' °C ELEVATIONS FOR i Z z oz v DETAILS 4 -6 9'-7" 7'-8" SEE ELEVATIONS EL9TATION FHEADER SEE R TBI NUMBER 0027 FLAT SOFFIT FOR DETAILS EV S 0 z '- " 3'-711 3'-211 1'-11" , 4'-11" 5'-511J. 2'-1011 1'-611 5'-211 11-611 2'-10 p DETAILS MODEL a w Q 9,_8„ 451_211 101.411 141_101 CATALINA > u' Woz 801.011 Fu w W a I— ELEVATION NAME z W B w SHINGLE ocWs �uj A7.62 � 0 z = zFIRST FLOOR PLAN OFFICE COPY z v� V) m SHEET NUMBER z W SCALE: 1/411 _ 11_011 SHINGLE ,oma = 6 0� W _ A2.62 n Z m ADDITIONAL NOTES, SCHEDULES, & DETAILS V M p tui 1---1 V F- O CAN BE FOUND ON THE A3.N SHEET. ERIAL NUMBER 1014.0 TO THE BES17 OF W MWLBM THE DESNN INKM ON THIS DRAWIN COMP118 WrrN THE APPUCARE NNIM1.01 BURDING CODE IN BRU AS OF DATE OF CEMICK1710N OEM, ZSeptember 9,2016 z CD C4 F Fz cn ce. 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SPHERE ELEVATIONS F CHECKED BY Vo z IC SLOPE CLG. 9'-0" CLG. 6 ce DETAILS 1HERNANDEZ 71-311 21 Lu '�-�--4211 HIGH RAILING W/ a- a_- . wo .0 Af 10 IM cc kCCESS 1-011 lm6Y 131-7Y211 -211 6 2 Is- DN Ln FLAT SOFFIT PICKETS SPACED TO SCALE Coe z ui 22X34 SCALE AS NOTED 7 % R JECT A 4" DIA. SPHERE __j A. # FLAT SOFFIT -i --I — ... .................................................. ..... _jo < PROVIDE " MIN. •:::� .- I ....................................... 11X17 1/2 NOTED SCALE ........................... ...... ......... ...... ....... CLEARANCE U- CONVENTIONAL PE B W C) %F''t SHEET DATE #1 SL ce I I I I //0 \ 0,.,- 0 FRAMING Ej -17-16 fa W �3.N 21-611 06 � u j CRICKET SHEET REVISION INFO ............. ..... .......... ... ................... ............................................ ........... r*4 Lu I i5c ui z ui 6 6 ONTINU DUS Z Z cp En 113'-6" 1 o gq ui Z HANDRAI- @ 36 CRICKET AS too-, CO Lu Ln 0... 3: 1 1 REQUIRED. A ABV. 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Lu SET REVISION INFO \0— (n uj rn OPEN T FOYER BELOW z 20'-5" CLG. co cn tROOF BELOW 0� uj Z 0 > 3:: O I I (n C? 0 % B \---SHED ROOF I­- uj = 14*........... zU In ............. 14.... . \11 L" Z SHEET DESCRIPTION x: uj Ln r u.j 0 Z 0 Lu 0 SECOND FLOOR z u r Lu ce PLAN 101� z Lu 0 > ROOF BELOW ch z z uj Z PROJECT NAME ,moo ATLANTIC BEACH AMBASSADOR w z 0 y II II LOCATION L) 0 DUVAL COUNTY ui Cl ui u- Zn Z 0 W = 0 w 1­­ w LOT BLOCK 0027 Z; z z C> TBI NUMBER 0027 (n z z 31-711 Ov MODEL 0 Z o 6.4 < 1-011 1-11141-3" 6 41-3119 5 CATALINA in Z in Lu !i 2: Lu 6-4 17!_711141-611 141.911 2: UJ in Z ui w z < ELEVATION NAME (D U- 1-1011 uj z 46 ui 0 SHINGLE En oc LLJ B z 0 A7.62 z Z OFFICE COPY l".4 ui < SHEET NUMBER U) ca Lu ui �_ 0 En S ECOND FLOOR PLAN o � SCALE: 1/4" 1'-011 SHINGLE ADDITIONAL NOTES, SCHEDULES, & DETAILS -T- A162 in LLI CO Z Z L CAN BE FOUND ON THE A3.N SHEET. 0 0 u- I 611 o Liji o0oo U,\P � rr MT E 17 u 1__ 0SERIAL NUMBER 1014.0 J fie To THE BEST OF W iviOMMM,THE 013M DfflaW ON THIS MwM ao vM wn THE Avan�1 Bun Iw DOOR TAG coos m WISs aF WE of ce1rTl MON BUM. 4 ;o cS DOOR CALL-OUT DOOR SCHEDULE September 9,2016 cq cn Fz 000 TYPE SIZE REMARKS ,�� [0000 g G W ` 4 0 _ 1 THERMA TRU INSUL. ENTRY DOOR 3'-011 X 8'-011 , 2 O.H. METAL GARAGE DOOR 8'-011 X 7'-011 0 m 0 0 3 O.H. METAL GARAGE DOOR 16'-0" X 7'-0° �, R 399 0 00 DOOR SELF CLOSING, SOLID NOT LESS THAN -8 X 8,-0 XN 13/8"THICK OR 20- MINUTE FIRE- RATED ED p,F�G ZLL- f I 2 HIGH RAILING HANDRAIL 5 HOLLOW CORE DOOR 2'-411 X 8'-011 OVAN G. D OND,AIA o z 2x12 WD. CARRIAGE j WITH BALLUSTRADES SPACED 6 HOLLOW CORE DOOR 2'-6" X 8'4" AR 96399 O (3 REQID,) TO REJECT.4....SPHERE.................._.......... ....... ................... u� .� __ _ _ 7 HOLLOW CORE DOOR 2141 X 8'-011 uu i 1�� t...r .a ':: :. r..+ r.: ..r ^::i 't:: :::s' - i:: i::; .;:r l::i i:�` ,:d -:s STAIR RAILING AND € H is ! �' � 8 HOLLOW CORED R f' 00 2 2 4 X 80 { W t ) ii i� € �l 3: Ln W ii 7 j } c•` � I Il NOTE !W1111 w 0ce o GUARD RAILING iiiii iiiiiii € 9 HOLLOW CORE DOOR 1 -6X8 -0 € e E i i f ! E i Z J 1 11 i i € i i E i 1 € i i i i 's i ': i a, 11 4 4 1 n I Ir o, J 3 I . ........_................................._.............i..........€...........A.._i........:....f........:.......:.......a....t.............E......_:.t...E.._i....i....I....i......'s....M..1............a....i...:....i....i....t..€....._i....#. .. .i — 0 STAIR RAILING AND STAIR GUARD RAILING 10 SLIDING GLASS POCKET DOOR 16 -0 X 8 0 EXTERIOR/ TEMPERED 00 SECOND FLOOR ` . N )uojo SHALL BE CONSTRUCTED TO WITHSTAND A 0... ....................................��.� � 11 HOLLOW CORE DOOR 21-411 X 61-811 �' � � w a CONCENTRATED LOAD OF 200 POUNDS APPLIED _ 1 11 1 11 f..� AT ANY POINT ALONG THE RAIL IN ANY * �� �', t _•___.___.______._���,,� 12 HOLLOW CORE DOOR 2 -8 X 6 -8 INSULATED � H � ■ o NOTE 18 RISERS @ 7 5/8 M 13 FRENCH DOOR (2) 2'-611 X 6141 EXTERIOR/ TEMPERED 17 TREADS @ 10 —''`-'I`— w DIRECTION. IT MUST ALSO WITHSTAND A d- € .. i € j `� <77? 11 Q A w 1............ 1 NOSING TYP. z = UNIFORM LOAD, NOT CONCURRENTLY WITH THE *ACTUAL STAIR RISERS 14 HOLLOW CORE BI-PASS DOOR 6'-0" X 6'-811 U W 8 o � o CONCENTRATED LOAD, OF 50 POUNDS PER TO BE VERIVIED BY 2x WD.., .....: ® rn oo O _ €€ .. 15 HOLLOW CORE DOOR 2'-6" X 6'-8" cn CONTRACTOR IN THE FIELD TREADS f cc LINEAR FOOT APPLIED ALONG THE RAIL IN ANY ....... O w z0 �n !; ;jto DIRECTION. INTERMEDIATE RAILS AND POSTS is i (NOMINAL) ; 16 POCKET DOOR 21-811 X 61-811 0 IN-FILL) SHALL WITHSTAND A HORIZONTAL Ua ia, TYPICAL tju cn o { .; :,.....i € .....:....... i €F� 17 FRENCH DOOR 21_811 X 81_011 TEMPERED : x ■ f _, Q o LOAD OF 200 POUNDS APPLIED AGAINST ANY # I. two _ 00 _ ,� la i I _ . \ ''s ' 18 HOLLOW CORE DOOR X 61.811 0 N CONCURRENTLY , , ..... ;.. '>` � ONE SQUARE FOOT AREA NOT CO CU ��-- 0 i , ( lL: .................. .� W Z :: z € l 1 (i 11 I Ir W A : : WITH OTHER LOADS. f A '�-���---- 19 FRENCH DOOR 2'-8 X 8 0 TEMPERED i z Q Q. :::a:€ ............. ..........._ „ 0 0'-0" FIN. FLR. i 1 11 11 cc cc z 20 HOLLOW CORE POCKET DOOR 2141 X 81 -0 a o FIRST FLOOR STORAGE 2x4 STUD WD, a a A z WALLS NAILER 21 SLIDING GLASS SHOWER DOOR 5'-011 X 6'-411 TEMPERED "'+ ,._, 04 z u,, O a 2: 22 HOLLOW CORE BI-PASS DOOR 5'-011 X 8'-011 z a ON WINDOW TAG 0 ce 1 TAR DETAIL _ WINDOW SCHEDULE SHN w P o SCALE 1/411=1'-0" WINDOW CALL OUT o _.j A3.N TYPE SIZE REMARK caCo S ' En A SINGLE HUNG 25 3611 X 6211 EGRESS / LOW E/VINYL 0 ce 0 a- B SINGLE HUNG 24 36" X49 5/811 LOW E VINYL DRAWN BY w C FIXED GLASS 3211 X 1611 LOW E / VINYL D,RESTREPO m z'.zZ D SINGLE HUNG 25 (3) 3611 X 6211 EGRESS / LOW E/ VINYL CHECKED BY in a n J. HERNANDEZ ce E FIXED GLASS 20 X 30 LOW E / VINYL a >- W 2ND FIN FLR. F SINGLE HUNG 25 (2) 36" X 62" EGRESS / LOW E/ VINYL SCALE a > 22X34 = SCALE AS NOTED 0J FLOOR TRUSSES BY ENGINEER G SINGLE HUNG H35 25 1/2" X 6211 LOW E/ VINYL - F_ ¢ 11X17 - 1/2 NOTED SCALE o�-- W H SINGLE HUNG H34 25 1/211 X,49 5/8" LOW E / VINYL ' , . . SHEET DATE o ® TOP OF MANTLE 11 _ .. I '' K FIXED GLASS 49" 72" (TOP @ 8'-011 A.F.F.) /TEMP. 06-17-16 TO BE 60 A.F.F. € ! CABINETS AND :;.:: ; 11 11 SHEET REVISION INFO 0 °iC ~ �' i APPLIANCES ARE FOR L SINGLE HUNG 2843 31 X 49 5/8 LOW E / VINYL / FROSTED � O Z ,--I ;. ( 'i is --- uJ m REFERENCE ONLY M FIXED GLASS 36" X 16" LOW E / VINYL ( N FIXED GLASS 2411 X 3711 LOW E / VINYL cn 0 0 Q = ins — E wi. E Co LLA Q� I JCC 3 M = 0-4 INSULATION SCHEDULE 1ST FIN FLR. M Wui SET REVISION INFO W z J � FIRE PLACE DESIGN FOR FIXED GLASS MASTER BATH LOCATION TYPE R-VALUE U.N.O. __-- ce :5 in m REFERENCE ONLY PER PLAN CEILING @ LIVING AREA FIBERGLASS 38 z > EXTERIOR WD. FRAME WALLS FIBERGLASS 19 oz (n0 o WALLS TO LIVING AREA FIBERGLASS J- 11 2 FIREPLACE 3 MASTER BATH DETAIL w z „_ ,_ „ „_ ,_ „ SHEET DESCRIPTION W o z SCALE 1/4 -1 0 A SCALE 1/4 -1 0 c� w0 A3.N 3.N FLOOR PLAN NOTES, jzSCHEDULES, & DETAILS 0 uJ 0 U cn zU3 z = w o = z PROD ECT NAME cn C) ATLANTIC BEACH AMBASSADOR W z W o = H o LOCATION = o w DUVAL COUNTY u, I.- o = o Z LOT/BLOCK 0027 z o (n TBI NUMBER 0027 z MODEL o W a CATALINA > uj 0 0 >- uj 0-4 z a I— ELEVATION NAME ww W 0 SHINGLE cc w z= z0 Z 6-4z cri W d SHEET NUMBER w � c ED Mr W ,0 �=_ = 6 � WCOPYz AIN Lu CoOFFICE c� z _j � r o pC SERIAL NUMBER 1014.0 To THE BEST of W aawLEDW>M IMM MRIM ON M Mww c wn Te waacAllu rw amw eun.m 000e N ear M of ugh of CUMCA N$11M. ELEVATION NOTES September 9,2016 �O (j CD� z PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM � 9 1. FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR Q'C 0000000 ouo a z 2 5.3.6 DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED 0 C1 = 0 5.3.6 OTHERWISE A 0 �o 0 oc 5 2, FOAM APPLICATIONS FINISHES SHALL BE ACCORDING 0 ROOFING PER T EELEVATION 0 0 5.2.6 O "CORAL-LIGHT" ORE UAL PRE-FINISHED 99 V �- CONTRACT TYP \I 502 3, FOAM APPLICATIONS SHALL BE INSTALLED AS PER �S)°°00000, I I 3 MANUFACTURER SPECS. U.N.O. FRED ASG 7 I I 5.3.6 `� 5.2.6 PRE-CAST STONE APPLICATIONS, SHALL BE 'STONE z U- 5.3.6 2 4. CAST' FROM FOAM FACTORY INC. OR EQUAL, AND OVAN G ARR9fi ND,ASA I I o z 3 ' ' 99 CRICKET AS REQ. 5.2.6 701 INSTALLED AS PER MANUFACTURER SPECS. 5.3.6 � --- ---- --- � 5.3.6 TRIM WORK FINISHES SHALL WRAP ALL OPENINGS z °; - TYP. 5. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE ce _ 1-� € \ 1— OPENING U m 1X4 CEMENTITIOUS _ _ _ _ _ _ _ _ __ _ _ _ _ __ _ _ _ TOP OF PLATE METAL WORK IN INTERIOR AND EXTERIOR RAILINGS o w -� TRIM AND APPLICATIONS TO BE FAUX WROUGHT IRON IiI 6. -' ' ALUMINUM 0 I ( v, Lu �' _ I f ......w... i THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS w o z 1X6 CEMENTITIOUS , ...,....•_t _ r I -4" , ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE J W Q i. - ...,.....I. 7 W s TRIM W 5 4x SILL TYP. i I 4...:..E....:... ....: m / / E ARCHITECT/DESIGNER :..... .. �..._..........._.. 4 CEMENTITIOUS TRIM I BUILDER SHALL BE ESPONSIBLE TO SET A MEETING w A , ...... ;...:._..... :.._�..;s_....:..- CORNERS TYP. p A P6 o s 5 ;i ..r_.._ _µ- .L�: - ._ _...�.._ .�.._. �f .._I .... sa WITH THE SUB-CONTRACTOR/ MANUFACTURER AND O f ' '¢ z 5.3.6 E' _ ....� . ECT/DE v� o I � THE AR HIT SIGNER IN WHICH ALL o O - : ; : E r .... ..... COORDINATED W , i? 7 ARCHITECTURAL APPLICATIONS WILL BE C00 • cn I I sl N ...E`......... f. !.... (...... ` .......... ..... .. J W z f E ; .....w...._... f.._<...... AND APPROVED PRIOR TO INSTALLATION S O O TO PLATE _,,,.........> ,. ..:....`1:T....... ......a.,.....,._: t...:..E....j.:. 2nd FIN. FLR. O 9. ••�•• � �•• �� � �- •� � ��•� ELE RI ALC NTRACT RTO COORDINATE MOUNTING : CT C 0 0 o ..........................>...._.i...,.:>...... ....... ........ _........... :......:..<.._...a.,.....,.......<.....> .:....>... .. 0-,-�.`�-..... _ HEIGHT OF COACH LIGHTS WITH TOLL BROTHERS P.M. -------------- = O , r------------- -- TO PLATE rt 1 CD Lu ool FLASHING V A O 1-J. i i i ....i i i E i.. —.. i K..W -j_ ri tv I Oce- _ ► C'� A i } I a _ .. } i i f i i i i i I•jt t _ V O • i i i i f� 11-611 .. . . . . I : . . . . .. .: I MIS f I f iia _ I .., Q N 1 € ............ 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SHEET DESCRIMON W Z i W cn • � w o FLASHING ��•-•••� I .�'•.. _ FRONT & SIDE - i ...... cidGC I a �. _:.:.�._I.i... j..._ .i i....r.. .... .. ^ y. ELEVATIONS uj C) { f I s o € � z r TOP OF PLATE � � ¢ - - - -- -- - - - - - - - - - - - - - - -- - - - - - - -- - - - 2nd FIN. FLR. a. Lu LU = z - - it - - - - - - - - - - -- -- - - _ ECT NAME _. ce PROS Lu o � 'r PLATE qac . .. - - - - - - - - - - - - - - - - ATLANTIC ADOR A TIC BEACH AMBASS oc z 41 } . .:..I N W Z W - ... i... ..� ---- a. LOCATION i i i 's i co W - € t W � 10 W 1 E O - )) I 1 II: s `I _ LOT/BLOCK 0 ......, .�.�: , ....:.....E.......a......:.:........>.......;..,.......1... ,....... ....:..,>...;.,....�. .a..:. t_ i 0027 ,I uJ € ... ..............:.. I I I O ..... ......: ..... .....r ..... c� TBI NUMBER 27 I 00 i :.........i .....:......` e < .. ....... ... Ll ..r a .. .... .........F..........i...: ;...i.�........... z .. :. : : ...;_....... .. ...f._. MODEL Ll i . ..° _i I I Q to : . CATALINA o . 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TO VERIFY LOCATIONS N C) ~ OF F000000, 00000t �— 0 q� � ac a � O O 9 399 U I— 0 0 - ____.. �.�.�.__r-� W ,�...... ....... ...... ......; ... r-r--- ---r-------------- ------- -------------------------------------------------- /3.12 OV AN j.:.�......:,�.....w_i..._�;.....,..,�....:.. ...:..�.........:.�..... , _ ; O AN G. DRUMMOND,AIA FE, J O `_ AR 96399 .. ..............._i....<....:.. ....,.<...... ............._..,........ ....... �..... 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DRAWN BY LU I °C W 0000111110 ------------ r -----------1------------------------------------------------------------ ' --- ----- D.RESTREPO z m zo Z CHECKED BY oc 1 HERNANDEZ LL' a SCALE 'x a > 22X34 = SCALE AS NOTED J REAR ELEVATION ROOF SLOPE PLAN SLOPE: :12 .N. . - o f- a 6 U O 11X17 - 1/2 NOTED SCALE W SCALE: 1/4" = 1'-0" SHINGLE SCALE: 1/8" 1'-0" SHINGLE Q o ` SHEET DATE ROOFING PER r_ iod (nU, ROOF VENT CALCULATION. 06-17-16 CONTRACT (TYP) � SHEET REVISION INFO o o 4,060 sq. ft. CEILING AREA = 13.53 sq. ft. (REQUIRED) wmV -� 300 9 W Z v) o z NOTE: FBCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO BE CALCULATED m z AT 1/300 PROVIDED THAT 40-50% OF THE REQUIRED VENTILATION IS PROVIDED J ;UJ BY ROOF VENTILATORS LOCATED WITHIN 3'-0 OF THE RIDGE OR HIGH POINT _ W i - (UNLESS CONFLICTS EXISTS) MEASURED VERTICALLY, AND THE BALANCE OF THE SET REVISION INFO cn W cn TOP OF PLATE - - - - ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J U, REQUIRED VENTILATION BY EAVE OR CORNICE VENTS. Z I 1 -01 W LU W _' [ ui V v i SHEET DESCRIPTION gWcn • € € REARW � WO � & SIDE 1...f--i... BALCONY FIN. FLR. :....... : ......._ - f. ELEVATIONS, & ROOF ! cca- z .1�.._ . n ¢ o ..;>a < 0 2nd FIN. FLR. J.....<. ........ .;........�..� _ _ z �- SLOPE PLAN o TO PLATE _ _ _ _ __ __ _ _ _ Rw PROSECT NAME z cn 0 W O �y t it be z - ATLANTIC BEACH AMBASSADOR 10 w ...... ..i......;...:... _..... ....: .... .....1.:.......� o � � � • ..<..... 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DRUMMOND,AIA Z W 4 O �' N AR 96399 C:> FYPON BRACKET � BKT32X31X5S n FRONT VIEW W _ W � _ — _ 21_Q�11 ��, _ a- ce �' �' SIDE VIEW FRONT VIEW vv 4 m _ 1 „ o 111 2 0/ 1� 1/11 5/11 oLu ON SIDE VIEW � � Z i,It 2,11 a r., W ui ¢ CD F— C> WA 0 _ _ u � z SIDE VIEW FRONT VIEW O 00kn ob o cc cn • J W z � g T 0 L. 3,_011 211x411 oOUTRIGGER a O Z Q 4�It 1'-104' 5Y 11 3 41 — X a Q O VN Qo0el, A Z Q owe a W ce dao -`' _ v O z W LATTICE, PER DETAIL C ; M 11.21 11 FYPON COROGA15X7S ¢ � 611 A cc - O a o O o 11 11 9" BAND + 3" ~ 0 =N z J BEAM PER DETAIL B I / _ - W p O � c� o OUTLOOKER PER DETAIL "A" a.o LU Ln in L3 = - 1 -4 11 z ', c In 2" BAND + 1.1/2" 4le 11 10of 401/" a O �"� �, 1'-0" SIZED TO MA CH DRAWN BY Ice n e c WALL PER PLAN cwc W , o HALF INDOW IDTH D.RESTREPO ao CHECKED BY 10 z Qc (A ¢ ad BRACKET PER DETAIL "A" J. HERNANDEZ a TRELLIS ATTACHMENT 2 GABLE END 3 BRACKET 4 SHUTTER DETAIL 5 GABLE END DETAIL i PER MANUFACTURER 11 _ 1 Ii tt _ 1 11 1t 1 11 11 V-0"11 1/ SCALE oc z¢ ;,' 5.16-2/ SCALE. 1/2 - 1 -0 5,3,E SCALE. 1 - 1 -0 r:!j.6SCALE: 1/2 = 1 -0 5.3.6 SCALE: 1 = 1 -0 22X34 - SCALE AS NOTED o WALL ATTACHMENT 1. 11 1 11 3 t =_., _ Q o = PER STRUCTURAL 2 2 5 4 3f 8 rr 11X17 - 1/2 NOTED SCALE 4 Lu (A 31_011 - t SHEET DATE Ifo 06-17-16 te Z4 1 . � � SHEET REVISION INFO O z TRELLIS DETAIL m 3.6SCALE: 1/211 = 11.011 . W z vi : z � 0z w m Lu 4 n Waoo = W � SET REVISION INFO (n J = ---- W Z 502 KEYSTONE ce V N h i°- cc o0 5.3,6 SCALE: 1" = 1'-0" 1x4 CEMENTITIOUS 1 0 � TRIM 'S w = M o w z SHEET DESCRIPTION M Lu W w O 3Y It _ 9 TRIM DETAIL FRAMING PLAN �. zLu 502 >- � o A5.3.62 5.3.6 SCALE: 1" = V-0" NOTES,3 wSCHEDULES, & o ¢ W - _ �a � DETAILS ~1 Gd _ a GC w = Z 6.1 N PROJECT NAME Ln vi cn A5.3.62 ATLANTIC BEACH AMBASSADOR 5 z z M I . n 3 BRACKET SHOWN FOR REFERENCE LOCATION 1x6 CEMENTITIOUS TRIM -' 73 11 A5.3.62 ONLY REFER TO = o W N _ W/ 1x2 CEMENTITIOUS CAP DUVAL COUNTY Lu -N 3 .3„ � ELEVATIONS LU = O 4.._0 Lu LOT BLOCK 0027 Z ~ Ce i € is / O 514X SLOPED 1 4" z i CEMENTITIOUS PANEL- � ,: _ - - TBI NUMBER 0027 z Z 1i \ — — 31 011 Z O . MODEL n - 2 :. 1 O - -N J_... ...:_.....__.... CATALI NA a W ¢ SHUTTER PER _ 1' 11.4Ln 11 W o 4/A5.3.62 Wpz 11, 1 n „ a � Z ¢ /21 -4 4 CEMENTITIOUS TRIM J. X 61 5/4 X SILL + r F— ELEVATION NAME Lu W u- it4 APRON @ CORNERS (Ti W SHINGLE v w 1x6 CEMENTITIOUS Lu TRIM = zo Z vim ¢ SHEET NUMBER zW � 6.1 WIN D TAIL s = _ � 6 KEYSTONE AND TRIM EAND� DOW E SHUTTER DETAIL �o� OUTLOOKER & BAND O �-- K c6 c~Oc 5.3.6 SCALE: 1/2" = V-011 5.3. SCALE: 1/2" = 11.011 5.3.6 SCALE: 1" = 1'-0" 5.3.6 SCALE: 1" = 1'-0" r.3.6 SCALE: 1 2" = 11.011w / = A5.3 .62 Lu co ILJ x� � z � � OFFICE COPY U SERIAL NUMBER 000 pC 1014.0 � I I I � i I I I . I I I I I , 11 � ,. 11 - . I E I i TO THE M7 OF W MOMIDGE,THE DESNN DEPICIM ON THIS I I � DRAWNG CMM WrrH THE APFUCAAE MDOW MWDIG I . t ! : CWE IN Offa AS OF DAYE OF CMTMQTION SELOW. . i I I i I ; . : September 9,2016 : ,I 11 %D U f - � ; 1 V-4 z I ! : I i I I CD &..4 � . t "I . � C-4 , I i r i 4 i OF F4 k U) ___1 i I 1:. I ce � 1 � C) O ''I 11, W I i 11 0 0 �� Q= I I 1 1 0 00 11� Iiii- �_ I I i L . � 0 1 1 i 0 r1_11 . . i Uf I I I ! 44�� w = 0 1 . I.. 0 Cd 7 'D I ,� i 6 0 � I �� --- i I 0 () �;! co �__. 0 1 1 � I . . 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( Q �........ I SHEET REVISION INFO o LID DISCONNECT SWITCH _: TO 1ST FLR m JUNCTION BOX ( I I L..... cn � I I I � � � �_ SWITCH L z to © TV JACK � u) o � is I z PHONE JACK - PREWIRE ONLY J 1 I I I ; Aw cn I ; Lu W �T THERMOSTAT I I I 1 I ,� .� PHOTOCELL - SOFFIT MOUNT I I I 4apiE /-ro i w Q PHOTOCELL - WALL MOUNT I ( I FOYER - - - - - - I SET REVISION INFO v � W 0 ELECTRICAL PANEL I I I E W I ---- z a = I I I �.\ B LO ROOF BELOW I SPEAKER WIRE FROM TOP OF WALL , ce w z K KEYPAD I ( I \\ T A I € ooh L W o ® CHIMES I I z v M STRUCTURED PANEL (A.K.A. SMART BOX, I -�--- I I I SHEET DESCRIPTION Z (n F====� COMMUNICATIONS BOX, MEDIA BOX, HOME I I ROOF BELOW N I 0 W o I I SECOND FLOOR z DIRECTORY) I I 1 I - p INT. INTERCOM I I I ELECTRICALce z I LAYOUT a W ° FOR REFERENCE ONLY € M W0 _jz I � cnQa I I M II II a o Z I I N II II PROJECT NAME vi cn ( I II I)Lu ATLANTIC BEACH AMBASSADOR a zW i I M II II N II II LOCATION I I M II II � W = r I � II II DUVAL COUNTY Zu- (n -� I- - -- - - - - - - - -- - - -- -- - - --- -- - -- - -- - - - --- -- - - - - - -- - -- - --- - - - - - z ui LOT/BLOCK 0027 Z z zo n TBI NUMBER 0027 o � z ° . W o MODEL oZ CATALINA a � > LLJ td P w z < �'- ELEVATION NAME www 'W Z W SHINGLE zszz �Z < L ce m = SHEET NUMBER z = � oI-- FSECOND FLOOR ELECTRICAL LAYOUT E = E2.62 z � S LE: 1/4" = 1'-0" SHINGLE OFFICE � � ow L) t- o pC SERIAL NUMBER 1014.0 � oou- f TO THE BEST OF W KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MIItMIAA Bi WING CODE IN EFFECT AS OF DATE OF COMIGTION BELOW. Ln V N ~' OF FCS ice TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING 0 r W o •a 'VFW 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE a oc BARRIER WITH SHING TO FORM WATER SHEDDIN LAP a m G S FOLD UP WEATHER HEAD FLASHING TIE-IN MECHANICALLY FASTEN AS WEATHER FOLD UP WEATHER °C RESISTIVE BARRIER& NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER& 3�' a J INSTRU ONS: O o 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE TEMPORARILY SECURE THROUGH FLASHING BARRIER TEMPORARILY SECURE '�s�.° 0 G�ti ERIAL NUMBER 1009 V E- HEADER TO ALLOW FOR FLASHING INSTALLATION 1. CUT, FOLD UP &TEMPORARILY ova � AIA SECU E WEATHER RESISTIVE 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE WEATHER BARRIER BARR ER ABOVE HEADER TO RESISTIVE EXTERIOR 1. PROVID ONTINUOUS ALIO FOR FLASHING SHEATHING LIQUID A FLASHING U- IN ST) ELATION BARRIER T THE IOR FACE OF 0 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD 6 0 Z o FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE WEATHER TAPE SILL PAN THE MA Y OPENING ¢ RESISTIVE 2. INSTALL HEAD FLASHING UNDER cn 2 (SILL, , AND HEAD) BARRIER WEA HER RESISTIVE BARRIER ,:.':': (ASSEMBLED 2. SE L JOINTS OF w ri:<:::: 3. FOL WEATHER RESISTIVE T WINDOW ) MAS WITH vI a SILL PAN BAR IER BACK OVER HEAD ) 2 Op . FLASHINGcn CO OUS SEALANT. ce z :'.... r':.;..;;;.:;..,.;, AND SEAL WITH TAPE w N O A: o D FLASHING F a :`=:,> r' : : :: ::; :.' DO NOT FLASH q w a :..,...........:.. OVER BOTTOM 0 A w = m :: ::.; ' ';::::; CORNER j ~ 4 .' ::'' :` PATCH NAILING FLANGE w cl 00 O 1 NOTE N uu 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE =' (M N. 6" WIDE). CONFORMING TO AAMA 771-07 o w z0 FLASHING 4 x FLASHING 2. RE OVE WEATHER RESISTIVE BARRIER FROM TOP OF a O Z 0 t.. r........... ""a ::►:::'::::.. WINDOW SILL PLATE. Lu 0 z ►-a NOTES: 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. A z ac w z 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6 WIDE) "' CONFORMING TO AAMA 711-07INSTALL2 a A w 4. FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED C7 w � a cn uu oc z B RRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 � o : :'' 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS �., A x o = Z w " 3. MECHANICALLY FASTEN AS NECESSARY a �-- PRE-CAST SILL ® O � p 0 N TYPICAL SLIDING GLASS DOOR FLASHING DETAIL EXT-2 TYPICAL WINDOW LASHING DETAIL p NOTE. CLEAN OFF wo D3 N.T.S. (EXT-1) D3 N.T.S. (E -2) ANY DEBRIS a w OPTION -A BEFORE APPLYING p STUCCO RAKE JOINT AT WINDOW ANY SEALANTS. w o z ERIOR PERIMETER CAULKING a ++ FLASHING W TO BE SECURED DIRECTLY WINDOWS TO BE INSTALLED z w 6 T TRUCTURE AS DESCRIBED PER AAMA 200-12 DRAWN BY *, ¢ ce CONT. DRIP EDGE ON APPROVAL Lu01CANT STRIP ACROSS DOOR HEAD M. STRICKLAND :..:::: . r o z SILL PLATE TO DIVERT RAIN WALL PER PLAN WALL PER PLAN WALL AS CHECKED BY W REQUIRED 0. SWAFFORD t _ Lu m SCALE z SEE NOTE #2 RAIN DRIP ----- ¢o � 1" E ERIOR REGLET � � 22 X 34 = SCALE AS NOTED J 3. INSTALL BUCK. PROVIDE 0 0 = DOR LIQUID APPLIED FLASHING 11X17 = 1/2 NOTED SCALE � 0 3: WALL SHEATHING EXTERIOR OR CONTINUOUS SEALANT U- 0 12 WITH WEATHER P.T. WOOD BUCK SET IN TO MASONRY SIDE OF SHEET DATE o RESISTIVE BARRIER WINDOW CONTINUOUS BEAD OF BUCK PRIOR TO 4 b INTERIOR PERIMETER CAULKING SEALANT AS DESCRIBED INSTALLATION. 0 0 ON PRODUCT APPROVAL SHEET REVISION INFO o z 1 NOTES:FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE MIN. 6" WIDE NOTE: 4. SEAL ALL JOINTS (BUCK p ( ) DRYWALL TO BUCK AND BUCK TO couj - CONFORMING TO AAMA 711-07 THIS DETAIL ONLY APPLIES AT EXTERIOR MASONRY) WITH Lu z cn DOORS THAT HAVE NO IMMEDIATE OVERHAN S NOTE. CONTINUOUS SEALANT. cn O c� 2. INSTALL SILL FLASHING AS SHOWN ABOVE ABOVE THEM AND DOORS THAT HAVE A SECO D WINDOW BUCKS ARE T ULKED TO WALL& WINDOW F CAULKED 5. PROVIDE A LIQUID w (In � STORY WALL ABOVE THEM. U m m w 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS AT INTERIOR AND E R PERIMETER APPLIED FLASHING OR w ¢ 0 z = SELF-ADHERING FLASHING SET REVISION INFO o w TO BUCK (INTERIOR FACE o � J W WATERPROOFING AT EXTERIOR DOOR EXTERIOR WINDOW CAL WINDOW TO REMAIN UNSEALED). aMB6.z � = INSTALL WINDOW. �- � m (E�T-5 EXTERIOR OPENING OR BEAM rm_�6 HEAD DRIP DETAIL E,�-7 HEAD DRIP DETAIL EXT_s SEALANT DETA 3 PROVIDE A CONTINUOUS Z ce o _ D 3 EXT-6 D 3 EXT-7 D 3 EXT-8 SEALANT TO ALL FLANGES 3 � cn W p D3 N.T.S. (EXT 5) N.T.S. C ) N.T.S. ( ) .T.S. ( ) OF WINDOW EXCEPT AT W V v=i SILL (PROVIDE 2" MIN GAP SHEET DESCRIPTION vii w o z 5 5 EACH END). uj w o STANDARD F- z W 4 7. PROVIDE CONTINUOUS m a o SEALANT AT INTERIOR AND NOTES & DETAILS o ¢ w p EXTERIOR. REFER TO > V Lu . z= } ROOFING PER CONTRACT ON (2) 'DDRAWING'��°F'"SWrT THE APPLICABLE�''�°�`�'°IMINSM N LAYERS OF 7/16 SHEATHING rr coin rn Ir As of DAR of tcaTM BEM 3 V )F F o z (CONTRACTOR TO PROVIDE PRODUCT ,�� C� N + Q' �000000�� k APPROVAL FOR ROOFING SYSTEM) SEE PLAN a W - - G• DRt1y�,_ g = o 2 X 6 W/ 2" DIA. 399 -y ROUND VENT @lo co 241, O.C. °0 is, —� i a J N. µ 00 Af METAL DRIP OVAN G. DRUMMO ND,NA EDGE AR 96399CARIBBEAN CLASSIC COASTAL SHINGLE 1X4 FASCIA vvi o CEILING INSULATION z o (SEE ENERGY CALCS.) 2X2RAFITLEGEND ER TAILN.T.S. @4C 1/2 RIGID GYPSUM BOARD k ,�; rr DBL. 2x SYP. WD. ce a OF MENTITIOUS TOP PLATE o Lu m 2x SYP. #2 WD. STUDS w M O FINISH MATERIAL @ 16 O.C. TYP. a W t- PER ELEVATION a o WALL INSULATION ■ of w ¢ 1 X 6 HEAD TRIM (SEE ENERGY CALCS.) > �—. °° O A Q w O 4 0 r 2x SYP. #2 WD. HEADER w f o o = -SEE SCHEDULE ® S o in i 0 ■ o o BACKER ROD SCHEDULED WINDOWto > ce AND SEALANT (SEE FLOOR PLAN) ® 8 'o � oz WINDOW ATTACHMENT x «foo 5/4 SILL COMPLIANT W/ FBC-R a O Z W ¢ 0 1 X 6 APRON 2x SYP. #2 WD. STUDS @ a A O ;a 16 O.C., TYP. w z a A W o EXTERIOR STRUCTURAL A t� cn z SHEATHING AS REQUIRED WALL INSULATION ,.., V I W o ¢ BY FRAMING DETAILS SEE ENERGY CALCS ; WHO � �. � � . WATER RESISTANT BARRIER x O Q z w �OLYETHYLENE 2 LAYERS REQUIRED} CONNECT WALL PERo HOUSE WRAP FRA � � OR APPROVED EQUAL SYSTEM MING DETAILS W Q FINISHED BASE MOULDING w N z a 2x SILL PLATE � 0 2x RIBBON FASTENED 3/4" GYPCRETE (OPTIONAL) TOP OF � dd w TO FLOOR TRUSSES PER 3/4" THK. T&G SUBFLOOR FLOOR o a -j TRUSS ENGINEERING TRUSS V cC P-4 . r:� Z ROOFING PER CONTRACT ON (2) o o YERS OF 7/16" SHEATHING W DRAWN BY z w RACTOR TO PROVIDE PRODUCT ce W APP FOR ROOFING SYSTEM) SEE PLAN > D. KRAMER co L z o � WAINSCOT/TRANSITION CHECKED BY -fto ¢ 2 X 6 W/ 2" DIA' - 2x RIBBON FASTENED BATT INSULATION S. VANCLEAVE _ LU ROUND VENT @ ,.-'- T FLOOR TRUSSES REQUIRED a. - 0 LOO U QU OVER GARAGE SCALE . o W 24 O.C. - PER TRUSS ENGINEER M - (SEE ENERGY CALCS) - m ¢ > 22 X 34 - SCALE AS NOTED o J METAL DRIP EDGE DBL. 2x SYP. WD. TOP PLATE 11X17 = 1 2 NOTED SCALE 0 0 = 1/2 RIGID GYPSUM BOARD / o w 1X4 FASCIA--� PRE-ENGINEERED WOOD FLOOR o TRUSSES (VERIFY W/TRUSS SHEET DATE d o CEILING INSULATION ENGINEER FOR TRUSS LAYOUT) a o RAFTER TAIL (SEE ENERGY CALCS.) O 2X24" O.C. rr 1/2" GYPSUM SHEET REVISION INFO o z @ 1/2 RIGID GYPSUM BOARD WALLBOARD ON STUDS '= m � 3/8" CEMENTITIOUS DBL. 2x SYP. WD. W/ WALL INSULATION o w z v; SOFFIT TOP PLATE (SEE ENERGY CALCS 1 X 6 HEAD TRIM ) a = Z FINISH MATERIAL 2x SYP. #2 WD. STUDS 4k It m W PER ELEVATION @ 1b O.C., TYP. o o WALL INSULATION PLAN FOR SIZE AND DEPTH HEADER SEE FRAMING w ¢ � 1 X 6 HEAD TRIM (SEE ENERGY CALCS.) SET REVISION INFO z = p w o c(n � W 2x SYP. #2 WD. HEADER � -SEE SCHEDULE } ¢ a. cem s z o > BACKER ROD SCHEDULED WINDOW BACKER ROD (n O o SEALANT SCHEDULED WINDOW � zv � AND (SEE FLOOR PLAN) AND SEALANT WINDOW ATTACHMENT (W NDOW ATTACHM ENT SHEET DESCRIPTION o UJ w UJ 0 M 5/4' SILL COMPLIANT WITH FBC-R 5/4" SILL COMPLIANT WITH FBC-R ~ m ui �� rr W 1 X 6 APRON 1/2 GYPSUM BOARD ON 1 X 6 APRON 1/2 GYPSUM BOARD ON cc 0 STUDS W/ WALL INSULATION STUDS W/ WALL INSULATION STANDARD o a w o BE FLU EXTERIOR H WITH THE EDGE (SEE ENERGY CALCS) EXTERIOR SHEATHING TO (SEE ENERGY CALCS) NOTE Lu -> v „ BE FLUSH WITH THE EDGS & DETAILS I_ z z o OF THE FOUNDATION, 1/4 2x SYP. #2 WD. STUDS OF THE FOUNDATION, 1/4112x SYP. #2 WD. STUDS _ z GAP BETWEEN FOUNDATION GAP BETWEEN FOUNDATION " ¢ AND SHEATHING @ 16 O.C. TYP. AND SHEATHING @ 16 0 C , TYP. W w ¢ cn 2x P.T. SILL PLATE 2x P.T. SILL PLATE w �� o WATER RESISTANT BARRIER WATER RESISTANT BARRIER � PROJECT NAME cc cn � � (2 LAYERS REQUIRED) CONNECT WALL TO FOUNDATION 2 LAYERS REQUIRED) CONNECT WALL TO FOUNDATION cc z z ENE PER FRAMING DETAILS ( PER FRAMING DETAILS o o POLYETHYL HOUSE WRAP POLYETHYLENE HOUSE WRAP w = o OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE SHIELD UNDER SILL PLATE SHIELD UNDER SILL PLATE o = FLASHING FINISHED FLASHING �, cn u., BASE MOULDING FINISHED BASE MOULDING f o u- � MAIN FIN. FLOOR MAIN FIN. FLOOR lit r O = o _14ELEV @ pr_Orr - :" :. ELEV @ 0 .Orr - :.a LOT/BLOCK uJ 4 �s -4 . 4 14 4 '4' , z z Z LL- > > .° E z o Z I III III I III III TBI NUMBER � a. bZO z � � z � ;o .4•. 4" CONIC SLAB W/ III III I 4" CONC SLAB W/ MODEL ' '¢ n ¢ �" VAPOR BARRIER �' VAPOR BARRIER a W > _ - ALL zo � � _ as III _ REFER TO _ III 1= '�'' `� "'' z I ( DRAWINGS FOR URAL I REFER TO STRUCTURAL ELEVATION NAME ,--� Wriz ¢ - DRAWINGS FOR w `L III 4 III= COARSE COUNT& III © a - COARSE COUNT & N Z W Q - . In V) w FOOTING SIZE N — FOOTING SIZE cc �, �' I I I • •. I I I PROVIDED BY I I I I • •. I I I PROVIDED BY COASTAL �. �'¢ _ � �' � OTHERS � ( .w �; _ III ) _ III OTHERS) � ► I � � � III— � � vi w SHEET NUMBER W � Wm EXTERIORL oz = � WAL ,O W Co W 1 S E CTIO N WITH WINDOW 2 TWO—STORY WALL SECT ON p� E COPY �' U - D 7 rr _ r rr 4 - `°�'. .J o o � SCALE: 3/4" = 1' 0" SCALE. 3 1 -0 ¢ c.� i- O / ERIAL NUMBER 1009 c� f x TO THE BEST OF W I MERGE,THE DESIGN DEPICT®ON THIS DRAWBIG COMPUES WITH THE APPLICABLE NUM"BLMDM CDDE IN EFFECT AS OF DATE OF WWI BELOW. Ln N SE MIRROR 3" FROM SET MIRROR 3" EN OFF BACK SPLASH MIRROR=VANITY -5 FROM INSIDE CORNER DRYER VENT (TYPICAL) OF F4 cc gP V W a0 000 �_.. GAS PIPE (TYPICAL) FOR GAS DRYER ONLY . Q X m 96 a J 11-2" r p p cC f' °opQ 00a COUNTERTOPS ; (D 0 DRYER VENT (TYPICAL) `�F °���a�G�'ti• "� i = ce �C OVA ,AIA 36 HIGH X %, X ,,, OR GAS GAS PIPEDRYER ONLY z `o (VANITY-5 ) MIRROR ; "' t m I. OUTLET BOX _ J Q 1/4 MIRROR DRYER VENT BOX- 'o o CENTER SIDEWAYS #Q o - ATTACH PER MFR. `z� � IN BACKSPLASH �O O D 1/2" RECESS - � INSTRUCTIONS W DRYER VENT BOX W FOR MIRROR ATTACH PER MFR. th Lu m -1 0 2X4 HALF WALL O INSTRUCTIONS - cc z YORKTOWN P.T. SILL PLATE L00Z Fri J P.T. SILL PLATE �, `� w N f "'' TRIM - MM MIRROR (IF SLAB ON GRADE) (IF SLAB ON GRADE) Lu °C o CABINET �+ �-' o , ,a VAN MIRROR INSTALLATION INSTRUCTIONS: E� +� ~ 0 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. WITH PEDESTAL W 8 0 z = 2. A BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUT MIRRORS TIGHT AT INSIDE NOTE: o � o COR ER. (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. ® S o w o COUNTERTOP CANTILEVERS MORE THAN 10 3. U ON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED u>, BEF RE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM x iu LENGTHS PER MANUFACTURER'S SPECIFICATIONS. aCA , � o� 0 12" /- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. O Z - ow A pu KITCHEN HALF WALL DETAIL (,NT-2 M STER BATH MIRROR WOC � TRIM DETAIL (,--NT-3DRYER VENT B X F R DRYERONLYzINT-1 AQ1 VILLJZ n n - 11 - 1-011 — n A A" Lu a D$ SCALE: 1/2 = 1 -0 (INT 1) D$ SCA E. 1/2 - 1 0 (INT-1) D8 SCALE: 1/2" = 1'-0" (INT-3) a A a Wc' ez O a � W. O W. r cn TILE OR STONE ON 1/2 COMPARE O A Z w HARDI BACKER BOARD MANUFACTURER'S <C o � OVER 3/" EXT. PLYWOOD DIM OF TUB & a ® O 0 0 o TOLL APPROVED TILE BACKER (REFER ON 2X4 FRAMING. PUMP LOCATION T. N 1 Z a TO CONTRACT SPECIFICATIONS) !-1 0 Coe WALL TILE a o J REFER TO FLOOR PLAN, VARIES - SEE PLANS 2X BLOCKING BETWEEN VARIES BY MODEL YVcC `� Z STUDS (3 WALLS) x 1 ROW OF TILE ;o °C 0 2X4 @ 16" O.C. DRAWN BY k to VINYL LINER (3 WAL DED 5"uj o CORN? Lu UP WALLS cc o (1) CERAMIC CORNER M. STRICKLAND z o o SHELF AT 48" A.F.F. V o z m FLOOR TILE - 2X4 LEDGER CHECKED BY cc to ¢ SILK NT BETWEEN ci n 0. SWAFFORD x„ W cC _ a WET BED o :-� x x DROP IN TUB x z W ce > 2" SHOWER DRAIN � � + "' "' ^' SCALE m ¢ > FLO U- a 2X4 CRIPPLES 22 X 34 = SCALE AS NOTED J o a THRESHOLD • • 11X17 = 1/2 NOTED SCALE $ `O Q Lu U- n • . • .•.•. : .•: - • • • • • .•. • •: .• = TILE AT DOOR 2X4 TO BE P.T. SUPPORT UNDER o cc w SHEET DATE d WALL TILE WHEN IN CONTACT TUB AS RE BY -� o THRESHOLD Q. W CONC. MANUFACTURERS. ZUJ / a o 9 ADJUSTABLE COAT WETBED PLO 6�,, SHEET REVISION INFO ce o z SHOWER DRA U- LIN N SEALANT @ (FR_�33D RO P I N TU B D ETAI L U.1 m 2" SHO N FLAN ROOFING FELT ~' ui z vi NOTE: D$ z o NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXACT IZE AND SHAPE VAIRES BY MODEL ASSHOWER SCALE: 3/4" = 1'-0" (FR 33) W u' BE USED IN LIEU OF CERAMIC WHEN MARBLE/ WELL A PLUMBING ACCESORIES. REFER TO ELEVATION m °° w MARBLE TILE OPTIONS ARE SELECTED. LARCHIT CTURAL PLANS BY MODEL. P z = W ��F �`' SET REVISION INFO w � �•��� o (n = 4 SHOWER & CURB ON FRAMED FLO INT_ STANDARD SHOWER SHELF LOCATION W Z END POST TIED INTO FLOOR QQ� ¢ g `f' m $ SCALE: 3/4" = 1'-0" (INT- D$ SCALE: 1/2" = 1'-0" (INT-5) JOIST BELOW EXTEND TO U cc w Z BOTTOM OF FLOOR JOISTS. '1•�', zp > � � cnpo �-- uj = END POST TO PENETRATE SUBFLOOR. o ,� z I SHEET DESCRIPTION ry W W o STANDARD z W FACE NAIL END POST TO m ce- z BLOCKING. NOTES & DETAILS LU 0 Lu a 2x BLOCKING BETWEEN , � z = o FLOOR TRUSS AGAINSTLu ' ¢ END POST. c LU Q. (/1 z �'''/ ' ' ''/ '' '''/ ' i .n Lu p SUB FLOOR. , PROJECT NAME QZ / /� // `% l / /� H ui t2 k uj ' ice' j /.11 ' 0 Uj LL ~ � ' ' �' i � '�' lo, Z p w000,ool '-' w -''' • ��y%'''.-''' \\`C' :%' LOT/BLOCK zoz `` cn �� ; .\, ;''. ; ' TBI NUMBER ' MODEL le oloe .1 Gam. W ¢ Qo '' .oe �'/� \X� i�' ALL Z LU N > � � �'' NAILS TYP � uj o z FLOOR TRUSS. ELEVATION NAME wiz � �'.� to p '-' w u- r8 W ALL cC C .¢ = . mq aj ` Z = zO t W SHEET NUMBER w � ccao moo = � W CO W FR-34 HALF WALL TIE-IN DETAIL U D OFFICE COPY ',M Z J W J Z ...I � illoo--1 � �>>j 0 u- zz0000 N.T.S. (FR-34) ©e ERIAL NUMBER 1009 f,