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Description Abbrev.Descri Description # NUMBER F.P. FIREP CE PT. LD. POINT LOAD & AND FRT. FRONT PWD. POWDER = EQUAL FT. FEET PLW, PLYWOOD @ AT FTG. FOOTING SHAKE SIDING A/C AIR CONDITIONING F.OM. FACE OF MASONRY R : RISER ABV. ABOVE A7.81 ` BUILDING SECTIONS DIFFUSER LA :OUT BRICK RA ` RETURN AIR ADJ. ADJUSTABLE JUST BLE GAL GALLON RAD. RADIUS A.F. ABOVE FLOOR G.A. GAUGE `REF. REFRIGERATOR A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR RELNF. REINFORCING AHU AIR HANDLING UNIT GFI GROUND FAULT INTERRUPTER RM. ROOM ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD RDD. REQUIRED . II DESIGN BASED ON FLORIDA BUILDING CODE WIND DESIGN BASED ON: R& SH ROD & SHELF B.B.Q. BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL BD. BOARD HB HOSE BIBB 101 MPH Ez{ F.B.C. 5TH EDITION B.F.F. BELOW FINISHED FLOOR HD. / HDR. HEADER SF / SQ. FT. SQUARE FEET BOTT. BOTTOM HGT. / HT. HEIGHT SGL SINGLE BR. BRICK HORIZ. HORIZONTAL SHT. SHEET BKFST. BREAKFAST : AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID REN. SH. SHELF 40 VIE. mTUS. INSUL INSULATION SHWR. SHOWER CALL. C.J. CALCULATIONS CONTROL JOINT INT. I.L.O. INTERIOR- IN LIEU OF ` SL. SPECS SLIDER SPECIFICATIONS CL CENTER LINE PALM BEACH CARIBBEAN S.P.F. SPRUCE PINE FIR CLG CEILING KS . KNEE SPACE SPRG. PT. SPRING POINT CMU CONCRETE MASONRY UNIT STD. STANDARD C.O. CLEAN OUT L LONG ; STL. STEEL COL. COLUMN LAV LAVATORY STOR. STORAGE COMP. COMPRESSOR LDRY LAUNDRY CONC. CONCRETE LIN LINEN r T TOP CONT. CONTINUOUS LT LAUNDRY TUB T&G TONGUE & GROOVE TEMP. TEMPERED DB. DOOR BELL M.B. MASTER BATH =THK. THICK DBL. DOUBLE MAX MAXIMUM4AL Tom. TOP OF DR. & SH. DOUBLE ROD & SHELF M.C. MEDICINE CABINET T.O.B.B. TOP OF BOND BEAM DECO'. DECORATIVE :t`� MFR. MANUFACTURER TR. TREAD DET. DETAIL MIL " MILLIMETER TRAN. TRANSOM DIA. DIAMETER MIN. MINIMUM TYP. TYPICAL DIM. DIMENSION MIRR. MIRROR DN DOWN MLDG. MOLDING UC UNDER COUNTER DR. DOOR M.P.H. MILES PER HOUR U.N.O. UNLESS NOTED OTHERWISE DS. DOWNSPOUT MT METAL THRESHOLD D.S.S. DENSE SELECT STRUCTURE V.B. VAPOR BARRIER DW DISHWASHER N.T.S. NOT TO SCALE VERT VERTICAL DWG. DRAWING V.T.R. VENT THROUGH ROOF E EGRESS O.A. O.C. OVERALL ON CENTER W WIDE E.E. EACH END O.H. OVERHEAD W/ WITH EACH WAY OPT. OPTION(AL) W.C. WATER CLOSET EL. ELEVATION OPNG. OPENING WD. WOOD ELEC. ELECTRICAL OSB ORIENTED STRAND BOARD WDW. WINDOW SNCL. ENCLOSURE PED. PEDISTAL SINK W.I.C. WALK-IN CLOSET ENG. ENGINEERED POLY POLYVINYL WP GFI WATERPROOF GFI EQUIP EQUIPMENT P.S.F. POUNDS PER SQUARE FOOT W.W.M. WELDED WIRE MESH EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH W. .F. WELDED WIRE FABRIC FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER FLR. _ FLOOR P.R. POWDER ROOM FND`. FOUNDATION P.T. PRESSURE TREATED SQUARE FOOTAGE NOTES GRAPHICS LEGEND _ w FIRST FLOOR PARTIAL SECTION _ --- INTERIOR ELEVATION— DETAIL # DRAWING # DETAIL # DRAWING # - - --- EU CTION ( _ / --- DETAR AU -GUT DETAIL # DRAWING # DETAIL DRAWING # _ k t TOTAL CEILING HEIGHT CHANGE FLOOR .__ PLAN A2.81 FIRST FLOOR PLAN CENTERLINE A3.81 SPANISH TILE L Lu GW Z — ELEVATION MARKER SHAKE SIDING A5.81 SLAB RECESS SIDING .,._,771 BUILDING SE 'TIONS FRAME BEARING WALL A7.81 ` BUILDING SECTIONS DIFFUSER LA :OUT BRICK u FLOOR DIFFUSER LAYOUT INTERIOR WALL (NON-BEARING) M2.81 STUCCO FINISH Q W ELECTRICAL YOUT CMU MASONRY WALL ---_--_ EARTH 07T GABLE END WALL INSULATION ED3 FRAMED KNEEWALLJ bECORA'�VE C DROPPED SOFFIT PRE -CAST LINTEL/ HEADER O DESIGN CRITERIA TWO STORY: FIRST FLOOR - FRAME SINGLE FAMILY RESIDENCE: GROUP R3 SECO 4D FLOOR - FRAME BUILDING TYPE: V - B n_WmW 08 RISK CATEGORY: - . II DESIGN BASED ON FLORIDA BUILDING CODE WIND DESIGN BASED ON: ASCE 7-10 5TH EDITION (2014) ,� �Oo'U- Q V f__ CD CLASSIC MEDITERRANEAN F.B.C. 5TH EDI TION 201 ( 4 RESIDENTIAL ) - ULTIMATE DEI WIND SPEED - DESIGN � 130 MP -z F.B.C. 5TH EDITION (2014) MECHANICAL NOMINAL DESIGN WIND SPEED = 101 MPH Ez{ F.B.C. 5TH EDITION (2014) PLUMBING EXPOSURE: - B .' CONSERVATION 22 28 PRESSURE COEF.: +.18/-.18 viE h F.B.C. 5TH EDITION (2014) FUEL GAS FOR WINDOWS/DOORS,, SEE FLOOR PLAN FOR ACTUAL PRESSURES: X rN FB.C. 5TH .EDITION .(2014) ACCESSIBILITY NATIONAL ELECTRIC CODE 20U (NEPA 70) FEMA RULES & REGULATIONS N.F.P.A.1012014 BRO. ASCE 7-10: MINIMUM DESIGN LOADS THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID SQUARE FOOTAGE NOTES zoz" S.F. FIRST FLOOR 2129 EL (1) TOTAL LIVING AREA 2883 SQ. FT. GN1 Ln .. o.. o Q 81' COVERED LANAI 139 Ln �. �. M O TOTAL 3542 SQ. FT. FLOOR .__ PLAN A2.81 FIRST FLOOR PLAN A3.81 `^$ Lu GW Z A3.N FLOOR PLAN NOTES, SCHEDULES, & DETAILS ,WL~LZ'� A5.81 FRONT & SIDE ELEVATIONS €^ (' 0 W LL Z Lu 0 BUILDING SE 'TIONS A7.81 ` BUILDING SECTIONS DIFFUSER LA :OUT M1.81FIRST FLOOR DIFFUSER LAYOUT M2.81 SECOND FLOOR DIFUSSER LAYOUT Q W ELECTRICAL YOUT ��El.8�1�,"­ FIRST FLOOR ELECTRICAL LAYOUT SE OND FLOOR ELECTRICAL LAYOUT STANDARD NOTES &DETAILS ED3 !RDARD NOTES &DETAILS . W3:OCm O ABBR. FULL "NAME ELEV. CODE MAN. W W m: 03 WIL. PRO. WILLIAMSBURG07 PROVINCIAL _.e n_WmW 08 CHA. CHATEAU Lu J VER, VERSAILLES ,� �Oo'U- Q V f__ CD CLASSIC MEDITERRANEAN 18 19 TRA. TRADITIONAL 20 COU. COUNTRY MANOR SQUARE FOOTAGE NOTES AREA CALCULATIONS S.F. FIRST FLOOR 2129 SECOND FLOOR 754 TOTAL LIVING AREA 2883 SQ. FT. GN1 GENERAL NOTES COVERED ENTRY 81' COVERED LANAI 139 GARAGE(s) 438 TOTAL 3542 SQ. FT. Lu (29w O %J0 U U U Q' W Ca U z --� SFR A NUMBER 1014.0 LIST OF DRAWINGS CARIBBEAN ELEVATION Cl COVER SHEET - Index of Drawings GN1 GENERAL NOTES FOUNDATION PLAN A1.81 SLAB LAYOUT A1.N FOUNDATION PLAN, NOTES, SCHEDULES, & DETAILS FLOOR .__ PLAN A2.81 FIRST FLOOR PLAN A3.81 SECOND FLOOR PLAN A3.N FLOOR PLAN NOTES, SCHEDULES, & DETAILS EXTERIOR ELEVAION A5.81 FRONT & SIDE ELEVATIONS A5.1.81 A5.2.81 REAR & SIDE ELEVATIONS, &ROOF SLOPE PLAN EXTERIOR ELEVATION DETAILS BUILDING SE 'TIONS A7.81 ` BUILDING SECTIONS DIFFUSER LA :OUT M1.81FIRST FLOOR DIFFUSER LAYOUT M2.81 SECOND FLOOR DIFUSSER LAYOUT ELECTRICAL YOUT ��El.8�1�,"­ FIRST FLOOR ELECTRICAL LAYOUT SE OND FLOOR ELECTRICAL LAYOUT STANDARD NOTES &DETAILS ED3 !RDARD NOTES &DETAILS D7 D8 STANDARD NOTES & DETAILS STANDARD NOTES & DETAILS HOUSE ELEVATION ABBREVIATIONS ABBR. FULL "NAME ELEV. CODE MAN. MANOR 03 WIL. PRO. WILLIAMSBURG07 PROVINCIAL _.e 08 CHA. CHATEAU 09 VER, VERSAILLES 10 CLA. MED. CLASSIC MEDITERRANEAN 18 19 TRA. TRADITIONAL 20 COU. COUNTRY MANOR 21 HER. CMN. HERITAGE CIMMARON 22 28 MSN. MISSION 30 CFT CRAFTSMAN 31 SCL. , BOR. SPANISH COLONIAL BORDEAUX 32 33 BRO. BROUGHAM 39 REN. RENAISSANCE 40 VIE. mTUS. VIENNA TUSCAN 41 44 CLS. CALAIS 46 ITV. ITALIAN VILLA 58 PBC. CRB. PALM BEACH CARIBBEAN 80 81 CST. COASTAL 82 Lu (29w O %J0 U U U Q' W Ca U z --� SFR A NUMBER 1014.0 z o' o z z a1 z U) ,LU O W � � LU m gy- Ow r � In LU a � o 0 z W Q LU = m >LU Uj 0 C) w 0 > LuLu OW O w O ED o h z LU Q 0 V LU UT :;Fc -Q waU LU 'S a 0 �- >- c ) LU z z LU ce0 W Oce J =z¢ LL_ O aca m LU O_ cC V z aC`c o D O V z w Q � cC U � w z " Ca z z w = LU w a O >^- w ED > J J i 0� O�z wU) OpU) I J O U ccU)LU 6-4 ooh � O Z a O 1- w = U) U) O (' Q=U),z_, LU m Ca LU J X QQ OG W QO vziwcwn C)U)-�= LU cG 0- , ca z Q ru z O U) O c` CU -T - M:LU gj U)LUoZ =C� W O F-" z uU, ce a Q_ z 0 Q w 0 Lu > V H U) Q z z x o z tw L7 _j F-. wEn �1 � Ce LU z U) � U) U) C:> 0 w w=p V = oLU W+- z O Uj U) LU z z ce � cD z . -moo Z LU Q. -%U), M LU �-. XLU LU UvwL.L_ z W O oo �cncCw Qw� z=zz W'S�m oz O=c(n BO QLU cC� W m w z_V JOO� �1.0 1— O GENERAL NOTES DOORS & WINDOWS PLUMBING NOTES ALL BEDROOMSRE REQUIRE AN OUTSIDE WINDOW R DOOR P 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE Q 0 00 OPERABLE FROM THE INSIDE WITHOUT THE THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN RESIDENTIAL AND SEQUENCE TO INSURE THE SAFETY OF THE 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 DURING ALL ON TH FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" A F F ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26" ABOVE RCTI IS INCLUDES, BUT I NOT LIMITED TO ,THE ADDITION OF WINDOWS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT GRADE. WHATEVER TEMPORARY BRACING, GUYS ORTIE-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, BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. EQUIPMENT, ETC. ALL ELECTRICAL SWITCHES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" Z WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. SHOWER HEAD FROM EDGE OF OPENINGS. 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 T-4" ALL WALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED. 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" ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC -FAULT INTERRUPTER PER NEC 210.12 SHOWER ENCLOSURES AND WINDOWS LESS THAN 60" ABOVE STAIR LANDINGS OR TREADS SHALL BE GENERAL NOTES STRUCTURAL DE IGN CRITERIA �OOF TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2014 FBC 2411.1.2 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES RULES REGULATIONS AND LIVE LOADS: 20 PSF (REDUCIBLE) SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH RESTRICTIONS S CTIONS HAVING ON THIS PROJECT. SIDENTIAL FLOOR, UNLE ILCONIES/DECKS S OTHERWISE INDICATED- 40 PSF s SOLID WOOD DOORS NOT LESS THAN 1/ INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS N T s - 0 LESS THAN 1/$ INCHES (35MM) THICK, OR 20 MINUTE FIRE RATED DOORS. .JURISDICTION CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE '` 40 PSF 40PSF WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. AIRS 10 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. ANTIC WITHOUT STORAGE FROM EACH END AND 12„ C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ APIC WITH STORAGE 20 PSF (2) ROWS OF 10d NAILS AT 10 C/C. INSTALL SOFFITS PER FBCR R703.1.3 AND R616. HABITABLE ATTICS SLEEPING ROOMS 30 PSF 30 PSF WIND BORNE DEBRIS REGION .SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). u_ U 3000 PSI EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE CONCRETE CONCRETE UNLESS` OTHERWISE INDICATED SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI -DADS STRENGTH U C 00co N � u? OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE 0 @ 28 DAYS MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE E0�< REINFORCING WEEDED WIRE FABRIC SHAL CONFORM TO ASTM A185 APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL rt PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. ALL;REINFORCING BARS ASTM A615-60 60,000 PSI FEW ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI GYPSUM WALLBOARD POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF FIBERS PER CUBIC YARD n ” PROVIDE 1/2 NO SAG GYP. BOARD ON .ALL CEILINGS. PROVIDE 5/8n n TYPE X GYP. BOARD ON ALL CD L ce� Z GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE LU Ln CONCRETE ASTM C90-01, STANDARD WEIGHT UNITS, fm= 1500 PSI MORTAR TYPE "S" 1800 PSI RESIDENCE " S ENCS AND ITS ATTIC AREA BY NO LESS THAN 1/2 GYP. BOARD APPLIED. TO THE GARAGE SIDE. MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED UNITS: DURING CONSTRUCTION LU Q Q HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS UP TO & ABOVE FINISHED FLOOR. Z22 z Z STRUCTURAL ALL STRUCTURAL AND MISC -LLANEOUS STEEL A36 36,000 PSI U.N.0 SHOP AND FIELD CL STEEL: WELDS: E70XX ELECTRODE ALL BOLTS CAST IN CONCRETE: ASTM A R A ET 36 0 STM A= 307 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS UNDER -STAIR SURFACE AND ANY LL_ w SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD. WOOD BEAMS RAFTERS JOIST P TES: U.N.O. NO. 2 SOUTHERN YELLOW PINE (19% M.C.) FRAMING: ROOF DECK: PLYWOOD C -C/ -D, EXTERIOR, or OSB FLOOR SHEATHING: G T&G A -C GROUP 1 APA RATED (48/24) GLASS BLOCK WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS VERSA LAM BEAM:.Fb = 290 PSI2.OE ( ) EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. I WOOD COLUMNS: PARALLA 2.0E U.N.O. GLASSBLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: BUILDING IDENTIFICATION z TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH TOP CHORD DEAD LOAD: 10 PSF 20 PSF POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE L LU PROPERTY. SAID NUMBERS SHALL BE A MININUM'OF 4" TALL AND 1/2" THICK AND CONTRAST WITH LU BOTTOM CHORD DEAD LOA[: 10 PSF 10 PSF THEIR BACKGROUND. TOTAL: 40 PSF _50 PSF STUCCO WIND UPLIFT RESISTANCE. 10 PSF 10 PSF 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 UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF'5 P.S.F. DEAD PLYWOOD PANELS. LOAD BUT NOT EXCEEDING ACTUAL DEAD LOAD. CONTRACTOR TO INS TALCYb'CCO , CONTROL ]DINTS PER INDUSTRY STANDARDS: u WOOD FLOOR DESIGN LOADS: TRUSSES: DEAD LOAD: 20 PSF OUTDOOR KITCHENS LIVE LOAD.. 40 PSF ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. TOTAL: 60 PSF CMU,'LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE FBC ESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR GRILLS OR COOKTOPS. FOUNDATION/SITE PREPARATION: ANCHORAGE - METAL AND WIRE LATH; 1. ALLMETAL LATH SHALL BE LAPPED 1 INCH MINIMUM. 1. FOOTINGS WERE DESIGNED FOR AN ALLOWAE LE SOIL BEARING PRESSURE OF 2,500 PSF, 2. A`A TTACHMENTS FOR SECURING G METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY BE PLA ,NOT MORE C 4 THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE OF AT LEAST 98% OF THE MODIFIED PROCTO MAXIMUM DRY DENSITY, DETERMINED IN TIED °B.ETWEEN"SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS.; 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 2. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER OF 4D GALVANIZED O B UE COMMON NAILS DRIVEN TO A PENETRATION F A s 6gL 0 0 0 AT LEAST /INCH AND -WT BENT OVER TO ENGAGE LESS THAN THREE STRANDS OF LATH. METAL: AND WIRE LA1�H SHALL BE k _ - TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS ATTACHED TO CEILING JOIST OROTHER HORIZONTAL WOOD SUPPORTS PORTS WITH THEE DIVALENT OF N0 . FAILING TO MEET THE GEOTECHNICAL ENGINE R'S REQUIREMENTS SHALL BE RECOMPACTED 11 GAUGE, BARBED GALVANIZED0R BLUED NAILS1 " INCHES LONG HAVING A HEAD NOT LESS THAN 3 INCH IN DIAMETER, i AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ENGINEER. 3.,WRITTEN CERTIFICATION THAT THE MINIMUM ESIGN BEARING CAPACITY, AND THAT THE MI R MIRRORS I COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEOTECH, ENGINEER. RQR ,,SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. MIR _ ., H.V.A.C. NOTE THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: TERMITE SPECIFICATIONS: a MECHANICAL,RESIDENTIAL, AND ENERGY CONSERVATION SECTION R318 PROTECTION AGAINST TERM TES MOUNT ALL THERMOSTATS AT +4'-0" ABOVE FLOOR. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES INCLUDING SOIL APPLIED ALL INTERIORI$L EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE 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. F TERMITE I LABELED 0 T R ITE PROTECT ON LA E FOR USE PREVENTIVE TREATMENT T A P TREA E T 0 NEW CONSTRUCTION (SEE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. SECTION 202, REGISTERED TERMITICIDE . JPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE' TREATMENT A CERTIFICATE Or COMPLIANCE SHALL BE ISSUED TO THE BUILDING ELECTRICAL NOTES DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE DWGS. ARE DIAGRAMMATIC &..INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. 'THE BUILDING HAS: RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OFSUBTER SUBTERRANEAN � ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR ' TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA TO THE COMMENCEMENT OF WORK:. DO NOT SCALE ELECTRICAL DRAWINGS. DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL NOTE: ELECTRICAL. CODE & ALL CODES, REGULATIONS & RESTRICTIONS HAVING JURISDICTIONS. 1) METHOD OF TREATMENT SHALL BEA „ n PROVED BY THE GOVERNING JURISDICTION LIQUID BORATE .GROUND_ FAULT CIRCUIT PROTECTION, ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED OR BORA-CARE PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT IN BATHROOMS, &GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. . ...,OUTDOORS, 2) .PRESSURE TREATED LUMBER THAT HAS PORTIONS OF WOOD ARE REQUIRED R Q OPTIONAL BORATE APPLIED TO BEEN CUT OR DRILLED THAT EXPOSES UNTREATED O BE FIELD TREATED TO PREVENT INSECT INF INFESTATION. AND SMOKE CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE) TO NON -SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE n DETECTORS SHALL BE PROVIDED W/VISIBLE POWER ON INDICATORn AND A TEST BUTTON WITH Q LL FRAME MEMBERS WITHIN 24" A.F.F. z BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. ALL ELECTRICAL SWITCHES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" Z 9672 �@ FROM EDGE OF OPENINGS. ALL WALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED. Ovan G. Drummond, AIA, ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC -FAULT INTERRUPTER PER NEC 210.12 Manuel Gonzalez, AIA CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY, THE LOCATION OF SERVICE AND Javier Hernandez, AIA SHALL LOCATE METER AND PANEL AS REQUIRED. Q Sang-Yub Lee, PE VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. z Uj ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30" A.F.F. 011L o IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY rn ,-i co AND OUTDOOR AREA, ALL Z LU � 125 -VOLT, 15- AND 20- AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. 0 N > ''+ o . THERE ARE NO EXCEPTIONS. M u_ U w �-oo 15 LuLA 0 U C 00co N � u? 0 E0�< tA O N U r` rt N CL FEW CD L ce� Z LU Ln TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS - DRAWING COMPLIES WIfHTHE APPLICABLE .MINIMUM BUILDING CODE IN EFFECT AS OF DATE OFCERTIFICATION BELOW. DEC 0 62017 z g 9672 �@ ED Ovan G. Drummond, AIA, AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj 011L o IJ - rn ,-i co 4 u? ao =3I Z LU � 0 N > ''+ o . LUNE M u_ U �-oo 15 LuLA 0 U C 00co N � u? 0 E0�< tA O N U r` %D o rn N CL FEW CD L ce� LU— LU Ln LU Q Q Z22 z Z i CL z LL_ w , w N W rl J ' LU rDl L�. Lij I W H z L LU yj LU LU ERIAL NUMBER1014.1 Q ;.0. U C B 7.8 7.8 a. 0 ' I 77'-0" 0 1011 82 68 1_ ►t: 10 10 - it 9..11 z� , 0 oz zo C/) C) _ GAS LINE TO REAR - ILy[—GAS LINE TO COOKTOP Wo I HB Ica O I; i1 �. ----- -- ------ --------------------- --------I T- ------ --�---------- L- J _J t I I I I I { LI if Wim~ II PAVER ON -0 -0 ELEV. S u STEMWALL j ; i; 1_ 11I °° T.O. PAD 1 11 ' I I I I v ii iii o II 0 0 _ 9-0 �;1' I 'I� L I �0=I PROVIDE I i i i t== =_ P 11 _ �11 o 1 I 1 1 6 -11 1 14'-4 o o ' SLOPE PAVERS F �� r ELECTRICAL C ASE 1 1 , w 1 I I SII 1 1 GI I n ro ( @ 1 8 PER FOOT I - II + TO ISLAND TYP. 1 I 1 1 III T-1 J j' �Z A F1 tZ I 1�i�) I I I w LJJ Q 1Z U) -- -- - ----- I I I r---- --`'-" ) --- 1t r _cn 7.8 ------ I I „ V LJ 4 PLUMBING WALL W Q z L_ - - - -� - - - -� I I I TYP. U.N.O. 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PAD z w m� w3p, 3" ABOVE GRADE I a 51.81.1 41.411 171-711 31.011 I ' 21-6" �1'-10" 61.911 3'-7" r zz=o wC.7Jz I I, w z z 10'-0" 59'-0" 51_3" 21_911 771.011 ri0c,� �QMz o p Z W 11 At 1j< M C B LU 7.8 7.8 M zoLUo EEL U - ; -5 o ? a. `.cn CD Q V Q Lo L, .R z w ¢ aou7 SLAB LAYOU T Ce- LU wo' >- Uj SCALE: 1/4" = 1'-0" CARIBBEAN C:p W �i z ¢ ci �UwuO pCU) p[ W ¢ w3'. c,rjHU� - ., •1C) LL, Wim oma_ -�� W � owmU-1 L� J Z J L uL Joo,, QUVC) l (W H W U U U U Q LU [W� '�.a/ 1---1 z Q it ,L^ V l NOTE: STEM WALL FOUNDATION. ADDITIONAL NOTES SCHEDULES & DETAILS CAN BE FOUND ON THE A1.N SHEET. it TOTHEBEST OF W KNOWLEDGE, THEDESIGN DEPICTED ON 7NI5 DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATIONBELOW. October 12, 2017 F Fk ti y s R x q t QED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj Lu C) rn •-i 00 Ln 00 a =3 O N ix N V n 00 C) . Uj Q M 0 tA ca 0- 15 (1)" o *- Uj Ln L C co Cn w R Ln E0 O fV ttttJ r < U -, co 0 110 d' N C% C) ! i 01 i . j 1 i LLJ [7, I LLj La I LU 7 ce { L zs Z T w. w Co a ii�W oc Lu Q IQ U oC i LU I N co LU LU � J Ln LU O rn uj l :E: a' o LU L,L..I rte! X: i I I 3 0 (J Lu LU LU Ca I a I� w SERIAL NUMBER 1014.0 oz z 4COEn O� ru = oG = a m oc z pi LL- t7 F- O LU a- >0 0 o w a >o LU oo_ z = 1-• W�0 J W Z OW 0 o Q z LU 0 ULLJ O Q w = � a � LU Z Q LU O W U- J = Z Q O OG Q O a V 62,m eWC00Z Q 0 cl Z O LU/ Q Ce I f. Z oD Ln CeLUV / LU L De Z W` W Q --i J Q Uj Cn O Ce J tie LU H b o�� � o z z= S~� CC LU cn ? m ca = J M: WMLU Q 0 0 3::cnwU) O En w a�aeaC m cc: Uj C) :> 3: Ln0 oUj -T- U w ��inUj WUj 0 m�az LU � o Uj En UjW= U) z Cie ocQEn �`z ooW Z FOUNDATION NOTES Uj SEE GENERAL NOTES FOR CAST IN PLACE 1. CONCRETE AND REINFORCING REQUIREMENTS 2 CONSULT W/ MAN. SPECIFICATIONS PRIOR TO N POURING OR RECESSING DOOR SILLS 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT O - � AWAY FROM HOUSE 4' PROVIDE 8'TX 11/2" RECESS AT SLAB ��\j L PERIMETER (TYP., U.N.O.) 5. ALL FOOTINGS SHALL BE MINIMUM OF 1211 �HV� crfo BELOW GRADE ^ O.ef- �OZDC INDICATES DOOR OPENING x W.W.M. PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. PER PLAN 1/8" (MIN.) SAWCUT x 1/4 OF SLAB THICKNESS SEE FOUNDATION PLAN FOR LOCATION d --LUTZ v OU g TO THE BEST OF MY. KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING Uj October 12, 2017 } LU ED QUOtL1 w F - CD N - Z O x.1.1 Ef) ( T-1 LU 0 O - � E� LL- L EnO AR 96399 ��\j L " 8r( \ En AR 98560 �HV� crfo 8x3 A Ln ^ O.ef- �OZDC TO THE BEST OF MY. KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING LU October 12, 2017 LU ED CD W U - Z< C 5 ten% ( T-1 LU 0 = cin o,` AR 96399 Manuel Gonzalez, AIA 1L a LU Javier Hernandez, AIA AR 98560 �HV� crfo 72328 Uj rn Lu LU 00 r LU ... n O Z. iEn ut U) N —1 En ¢ O —�! O ¢� W Ca 1.0 U Uj i _100 LL Z aU�-0 L,Cao rY 0 TO THE BEST OF MY. KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. October 12, 2017 10 % $d � $ RF w'�'.,% Pg g 8 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj rn LLjo 00 r 4 ► �n 0 ut U) N Lij O 0 V) 'L-N`r' Ea D M Uj i LL Z a a� -°o o L,Cao rY 0 N Ln 0 _ao. O U V EV1 < 0 N -j n %0 o < % It 0 NCL m zy Lui ( L3 )j]3 7 LU LLJ T M F- Ljj °& O Lu oC E V QQ I 7a 0 z i I LU� w N i ca W J j LU cn 0 a% w! C7� LO o LU LLA —I �J fw 66 FE 1 W a� W T V / W ;O Z z ) f T_I O I.v Q af,.....e„ d......... �..I yy ,...«k E�\ L �/ Lu Cn LL- RIAL NUMBER 1014.0 zoH M= EnQ cIC 0-w 21- m O J O Ck. Oo w Q LU 1-- 0 CA ^ W Q=F- 3:: o LU cn J W Z C3 C) w U0 tw=z 0 LU � U VUj W = 0 Wz Z _ Q w F_ � 0 W O J F— z c.=� o oc 0 LU O a_j V CG -m QC:) O CL aC)� z W LU z z Ln�/CQ C3' � � 1 LU L�L ae Q W J o J oW= o"'o Of: M O c -o C) c o` o z _Coo o(o� azcWEn� LU < n 0 �w� C) (n = < 21. C - oC cn L9 ce Ly O O Wo o�W( LU w OZ c� F- ° ULU 1=Ce In Uj < Q > O 0 wC7JZ En w�"¢ ae 0 Z EnCD ae En E^ I vI O 0 1-1 -- -- , uum TO COL. WIDTH 171-6111 31011 1s° vaN. ( 7 ;- IYP, I COVERED DINING 1 BEDROOM 2 c ) 1 10 o KITCHEN BATH 2 - LANAI - — io'-0" CLG, ROOM I 101-0" C�c.BEDROOM 1 " N PANT RY I _ 1_ 10 -0 CLG. CD I 10'-0" CLG. © 10' CLG. °° SINK W/ DISP. ' 101.011 CLG 11-4 1 ,-� 2 8 5 -8 I 2 0 11 ,..�. 1 11 1 II 11'-611 N CD 0 I A I M o � � I PAVERS O -- I , DEW H October 12, 2017 OF c=. M a�oz V Q 11- i n W a b p R 967 �zPc CLE00 zoz �zoz AR 96399 Manuel Gonzalez, AIA zo zbg Javier Hernandez, AIA AR 98560 Qo=m 72328 Uj 0 M LU LW LU w ZQ 00 CN (D ".­fw 1.1_ z w 0 (,n N W >00o a 'iN� E p�g S� Q w `aA U to a�-0o 15 L C co ^«W LU 'S p[ m � E06 ro pz_� 0 J V n = a C %0 O 10 d' /r: V LU Co w w z 'U JOOw aC U 1- O j L -- -- , uum TO COL. WIDTH 171-6111 31011 1s° vaN. ( 7 ;- IYP, I COVERED DINING 1 BEDROOM 2 c ) 1 10 o KITCHEN BATH 2 - LANAI - — io'-0" CLG, ROOM I 101-0" C�c.BEDROOM 1 " N PANT RY I _ 1_ 10 -0 CLG. CD I 10'-0" CLG. © 10' CLG. °° SINK W/ DISP. ' 101.011 CLG 11-4 1 ,-� 2 8 5 -8 I 2 0 11 ,..�. 1 11 1 II 11'-611 N CD 0 I A I M o � � I PAVERS O -- I , DEW -------------� ,, I , I October 12, 2017 OF F W °O� o N 110 1 ih 4 15" VAN. 1 O ,BEDROOMI 3 1 - -- - - - - - --I 101.011 CLG j 101CLG. 11 _ ' -1 � lie - tn cn I I 41.0" I 71_`111 � 31-8" 11_1j1 i� 31_7 1_ II %0 c•, MT. ,, I O 14 0 N ° 2X6 WALL @ - i 1 341/2 ROUGHI 7 2 0 611 cv O O �\ 61_411 1 II Y 11 � �: V `Y , 8 -8 61-411 , 12 -0 , I 1 B ; 0 = = 2 ZIT L' OPEN RAILI G I R&S 1 it _ 1 B _ � 10 -9 N c Q/PICKETS SPA ED T SOFFIT 9'-0 _ COVERED TO REJECT A 4" LFLA @ FOYER _ PAVERS CT A/F.F. TYP. U.N.O. ,--1 10'-0 CLG. 10'-011 CLG. MT. ENTRY PHERE, TYP. .II I I - A B = _ _ _ - - - - - i m 10'-011 CLG._ _I I _ _ _ N `° O ig'-011 I. t-. 11 1__\_011 :.. 11 �1 1 11. I X11 1 it 6 — — CL f1 '— - 1 7 10 111-5118 6 8 5-11 8 8-0 = 0 1 10- d' 7.8 n '_ n � I p 1 10 GREAT ROOM 9 2 10 11 CONTINUOU 0 10 -0 CLG. I -' I - 1 _ M (HAND RAIL a, ch o N — — — 0 CLG R - - d- VUTD 2 �, o STP _ g , I 6 _ _ _ W N (� A 91-811 _' 71-611 ( _/ - 11 11 .2 4'-Q.' /10'- " I C G• I �_ 11 A3.N (~ 201.711 ,---------------- N M M I T I �1 I i -- `r 61 1 1 1 IoPl I I I 0K�TlIR i 1_11 Q I 4 5 '— 11 I O �I W.I.C. I 3 4 0 it LINEN LAUNDR �I 10'-0" CLG. � � L� _� � 10'1X10" AIR � .� I W of Il in I c 10-011 CLG. , w 4s \ 1 I1 1 II 1 11 I it _ > 1 -5/ 2-6 3 7 1 Ln -10 _� ]UPPER-----------�+--- I STORAGE _ _ _ - - - m Ln 0 9'-0" CLG I � I � I r SPAT GAS D. o; I CD I _— SPACF 1 �"j = , 4 `rLU1 I o 0 C) - 8 . lD - — „ „ - -, ,V c '� 22 x54 ATTIC ,-� I ( (,� MASTER BEDROOM - , 1 11 ,-, N CLG SHELF I B_ACCESS W I V _ 10 0 i - - I �►V. 0 DOWN :_— --1 .PULL 6 I —Zo i,iA.H.U. STAIRSu, 0 w -$n 18n 11-11n - 1-1n — 0 5 3 M 12 — _ - I U LINE OF DORMER ' Q - - - - - co d- __�i I C) ABOVE i L.L.1 6 - _ I MASTER BATH T.I� -' CO ' O ' 16'-1011 ( o 10'-0" CLG. =`=�' I °O 23'-0" TEMPERED GLASS o ' 1° '� I FREE STANDING IWATE ' i ENCLOSURE BOTT. TO F.F.E. d. , TWO CAR GARAGE ------------------ TUB IsomNER RECESSED SHOWER NICHE ILOOP 9'-0" CLG. o _ _. 7. 7N sk C C N D o I o io HB GAS WATE ' I HEATER I ' II 1 it 1 11 I 1 11 , I 1 11 1 11 1" 1 11 1� 1 1 5-8 4-4 4-0 9-10 18-5 ti 13-11 0 3-Q 4/ 101-011 - 591-011311 1-(111 5 .7 �7 7 771_011 TEMPERED GLASS ENCLOSURE ON 48" HIGH WALL ALONG CABINETRY ONLY g ` Q" i I� .Q FIRST FLOOR PLAN SCALE: 1/4" = 11-0° CARIBBEAN ADDITIONAL NOTES, SCHEDULES, & DETAILS CAN BE FOUND ON THE AIN SHEET. - TO THE. BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. October 12, 2017 OF F W °O� o W a b p R 967 ED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj 0 M Lha 00 (,n N >00o a 'iN� E 0 M L to a�-0o 15 L C co oc) � 06 � E06 N J V n ,-a < %0 O 10 d' /r: V N L N j L m•P Uj I F � i UA ,s µ� C� W z m z Ce LU CL:LU a LU Q � Q V E 0 z1 W W E J zI '71 ULU ) cD L caL .rI Uj W i { i 00 'o N Eo �- clLLJ U.1 uj' LU 1u1, SERIAL SUR 1014.0 201-31f C) =51-6111 41-71 41-711 C5 C> cLiw~o © ( OI ©I 5- cx� ------------------------- ---------- L -------------------- — ca �- I ----------------------------------------- ------------------ ULTED ULTED October 12, 2017 OF FLO -- V ULTED ULTED October 12, 2017 OF FLO C C ILIN ILING FROM G R (467 61 61 911 TO 91-011, 911 To 1 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 171-311 72328 w 2 M Uj - - - CO— rT— - (V Ln 06 Z U < i BO __ 111 6 -9to 9'-0" Q) 4M > r 00 C) It E Uj QM0 �AULTED CLG. U- Z 0. U -1 0 q '0 C) Uj V) VAULTED no a) M Ln =0 L- . CEILING FROM, ..J V, E , LC' 191-711 81-311 TO 91-011. < 31-411 8" 0 151-711 10 J DN.CONT. 42" HIGH KNEE f -- U-4 Lu. (WALL W/CAP HANDRAIL yj Co :7, 0U3 0- CD - :Ioc , >U-1 LU d< Uj 0 - --- --- -- -- 27� LU -i LIJ < U) U) LU C) C31 LO cri CLI rf':� L LU LL11 LLJ 51-3111 I I I I I) I I 0 STAI RS Lj- U 31-011 114 10 Lij U Ln LU Z. [SERIAL NUMBER 1014.0 2211 X 3611 R&SH 10 IATTIC 00 a 9 ACCESS IN 9 x Ru eq - 81 -611 51_(111 31 2 42" VAN Cn EDROOM 4 '0 61_911 to 9'-0" VAULTED CLG. 141-311 51 BATH 3 9'-0" VAULTED CLG. Co c�agwz I O� 0 0 >. U) 0 10 71-3111 cn 0 LU -T- LU M M: LU (n 201-311 LU n =C) - LU ��LUo I oo�o-z LU < ID = LU- 21M U)1"-1 __j < LU En < Ln LU En C:) M Ly M LU C) n Uj g vrc rB LU o Ly 7 1�r U- En a LU U) LU AM U- E zoz C> En En C) Ln zea LU Ln E3 Ln �2 Uj LU LU LU 00 — LU U - LU U)- J C.5 =0 LU Co LU fu C:k =xp LU -0 SECOND FLOOR P(AN U, 0 < 6 uj uj co LU SCALE: 1/4"= 1-0" zc- U 1-- 0 . ---------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- I U C:) TO THE BEST OF MY KNOWLEDGE, THE DESIGN DPC) ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECr AS OF DATE OF CEKMCATION BELOW. October 12, 2017 OF FLO R (467 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 w ^10 LLC) M Uj 0 0) T-4 00 (V Ln 06 Z U < =1 lqt w 0 V1 Q) 4M > r 00 C) It E Uj QM0 Uj M U- Z 0. U -1 0 q '0 C) Uj V) C 00 Co no a) M Ln =0 L- . E 0 C� F - ..J V, E , LC' rL < U < C) 4t 0 ON N C) LU Ce LU f -- U-4 Lu. yj Co :7, 0U3 0- CD - :Ioc , >U-1 LU d< Uj 0 1-4 ca LU LU -i LIJ < U) U) LU C) C31 LO cri CLI rf':� L LU LL11 LLJ 00 0C 0 M.f:j 0 M Lj- U 10 Lij U Ln LU Z. [SERIAL NUMBER 1014.0 STAIR RAILING AND GUARD RAILING NOTE STAIR RAILING, STAIR GUARD RAILING, BALCONY RAILING, AND BALCONY GUARD RAILING, SHALL BE CONSTRUCTED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION. IT MUST ALSO WITHSTAND A UNIFORM LOAD, NOT CONCURRENTLY WITH THE CONCENTRATED LOAD, OF 50 POUNDS PER LINEAR FOOT APPLIED ALONG THE RAIL IN ANY DIRECTION. INTERMEDIATE STAIR RAILS AND POSTS (IN -FILL) SHALL WITHSTAND A HORIZONTAL LOAD OF 200 POUNDS APPLIED AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY WITH OTHER LOADS. INTERMEDIATE BALCONY RAILS AND POSTS (IN -FILL) SHALL WITHSTAND A HORIZONTAL LOAD OF 50 POUNDS APPLIED AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY WITH OTHER LOADS. THE UNIFORMLY DISTRIBUTED LIVE LOAD FOR THE STAIRS SHALL BE 40 PSF MINIMUN. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1-1/4 AND NOT GREATER THAN 2". IF THE HANDRAIL IS NOT CIRCUALR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 AND NOT GREATER THAN 6-1/4" WITH A MAXIMUN CROSS SECTION OF DIMENSION OF 2-1/4" EDGE SHALL HAVE A MINIMUN RADIUS OR 0.01 INCH. =za 0 �o CL W 00 —j U :2 ER LU0 Q w a C1 O'W CU U_W m Z Z Q a W W a. O>-cC mQ> - - J a J �W(fi in C3 C> WH b Q Ce CD =m LU a W cn ? ca LU _j� W •Q�0 LU U) OU) _ 1 M 22 (nn � aWCD ap ZOO Wzv� � W, zO <Wz WQ U0 zz_z Cn LU n Gi Z Gi w D oCCn��j O p W Up�� H�WLU �- zoW zzz� �zoz a Eno � zLQ LnQ r-1 w CD ge,za LU n 2: LU CD w ZQ (.� w w Z W f: O (Al Uj awl„ moi=--cS� Wim -oz= Cn oma= ��� Q.E n LU C13 LU JoLL <UP0 15 TREADS @10" W/ 1" NOSING RAILING @ 36 2x12 WD. 1" NOSIN;;TYP. CARRIAGE 3 RE 0o 'D. Q Ln 2x WD. \' TREADS TYP. co 2x4 NAILER STUD WALLS THRUST BLOCK E2 STAIR SECTION A3. SCALE: NTS DOOR TAG DOOR SCHEDULE DOOR CALL -OUT STAIRS NOTE: SIZE REMARKS 18 RISERS @ 7 9/16" THERMA-TRU INSULATED ENTRY DOOR 3'-0" X 8'-0" 17 TREADS @ 10" 2 HOLLOW CORE DOOR * ACTUAL STAIR RISER TO FIXED 2040 3 BE VERIFIED BY 2'-8" X 8'-0" SELF-CLOSING, SOLID WOOD NOT LESS THAN 1-3/8" / OR 20 - MINUTE FIRE -RATED CONTRACTOR IN FIELD HOLLOW CORE DOOR 2'-0" X 8'-0" STUD WALLS THRUST BLOCK E2 STAIR SECTION A3. SCALE: NTS DOOR TAG DOOR SCHEDULE DOOR CALL -OUT TYPE SIZE REMARKS 1 THERMA-TRU INSULATED ENTRY DOOR 3'-0" X 8'-0" UPDATED ENTTRY 2 HOLLOW CORE DOOR 2'-6" X 8'-0" FIXED 2040 3 DOOR 2'-8" X 8'-0" SELF-CLOSING, SOLID WOOD NOT LESS THAN 1-3/8" / OR 20 - MINUTE FIRE -RATED 4 HOLLOW CORE DOOR 2'-0" X 8'-0" SINGLE HUNG 2060 5 FRENCH DOOR 2'=8" X 8'-0" EXTERIOR / TEMPERED 6 GLASS SHOWER DOOR 2'-0" X 6'-4" TEMPERED 7 HOLLOW CORE BI -PASS DOOR 6'-0" X 8'-0" LLA 8 O.H. METAL GARAGE DOOR 16'-0" X 8'-0" NON -INSULATED RAISED PANEL -DESIGNER DOOR 9 HOLLOW CORE DOOR 2'-6" X 6'-8" 10 HOLLOW CORE BI -PASS DOOR 6'-0" X 6'-8" 11 HOLLOW CORE DOOR 2'-8" X 8'-0"(�7: WINDOW .TAG � /► / T WINDOW CALL -OUT V V 1 TYPE A SINGLE HUNG 2030 B SINGLE HUNG 3060 C SINGLE HUNG 3050 D FIXED 4050 E FIXED 2040 F SINGLE HUNG 3050 G SINGLE HUNG 3060 H FIXED 2816 I SINGLE HUNG 2060 I LOC CEILING EXTERIOR V WALLS T t Lij oC� W `/ ' U U U W CD 0 o V-1 o J U Z VARIES Q 1 OPENING TYPICAL �� �.NSCALE: 1/4 1'-0" IO �O (q g LL t U z W M LU cn U) LU w '_U ScR TO THE BEST OF MY'KNOWIEDGE, THE DESIGN DEPICTED ON TH19 DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. October 12, 2017 OF R 967 �$ Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 LU o 0 r oo ,Ln� 06 U) N LLJ C) M 0 CL <a 0 C) _j0) -o o L LM cg's L p OD N 2 Ln e E o6 V1 E wi CL < p fV U n .J 9.0 0 0 CL N cz A. (V all O Cr** LLJ �. im w� LU �W c W v W F-+ 0 �. z Q CL Q '_U ScR TO THE BEST OF MY'KNOWIEDGE, THE DESIGN DEPICTED ON TH19 DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. October 12, 2017 OF R 967 �$ Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 LU o 0 r oo ,Ln� 06 U) N LLJ C) M 0 CL <a 0 C) _j0) -o o L LM cg's L p OD N 2 Ln e E o6 V1 E wi CL < p fV U n .J 9.0 0 0 CL N cz A. IAL NUMBER 1014.0 LLJ �. LU. w� LU 0 c W W F-+ C;6 Q LLA IAL NUMBER 1014.0 I C;6 U) LULU LU 0 z z M Cei�..V w 0 � j Lu LL_ W IAL NUMBER 1014.0 ELEVATION NOTES PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR 1, DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED OTHERWISE TOP OF ROOF 2. FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH ELEVATION "CORAL—LIGHT" OR EQUAL PRE -FINISHED I _ FOAM APPLICATIONS SHALL BE INSTALLED AS PER 11 TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICrED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECr AS OF DATE OF CERTIFICAflON BELOW. November 6, 2017 g gag Oxy ° 967 g e. ED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj M C) T-4 00 06 U) N L n co O 'LNC Uj Q rn E L o CL LL a Ln .a° o Uj L 00 L E o6 12 E N V _j ko o ko N LA- cn ✓i LU I , UJ i U.1 L z U W t�....LL.� Z U � U1 m z m O CL w oc LLj Q U z� wrj# W LU3 I Q � W !heV O ch r ^ , W Cn C7 cn LU LZI i i i i� 3 3 g1 3 O F i Iw w TI LU 0 M 'Q Q ,aM F— C-3 z LU LU Co U°C rs'ERIAL NUMBER 1014.0 C) W CL - - - - - - - -- - - - A-------------------- - --------------------------- ------------------------ L ------ C4 7� r14 6:12 6:12 1 I r ------ r*l -------------------- 3:12 L - --- ------------------- -- C> L ----------------------- -------- ----- - ------------L---------------------------- rL 11L ROOF SLOPE PLAN 19-01 qv SCALE: 1/8" CARIBBEAN R00F VENT CALCULATION IUN 8:5LU 0 a- I ADDITIONAL ELEVATION NOTES: u cx� ca ATTIC AREA TOT UNDER ROOF) Lu 2787 c3c� u I- PRE-ENGINEERED TRUSSES TO BE C) REAR ELEVATION DIVIDE BY CODE REQUIREMENT 300 CL •HEEL LU SCALE: 1/4" 1'-0" MANUFACTURED WITH 7 MIN. NET FREE VENTILATING < ce CARIBBEAN j uj ALL HIPS TO BE MANUFACTURED WITH A 1 AREA REQUIRED 9.2911 2= co 2 uj azo WC> cl:: 1/2" OFFEST AT CORNERS uj NOTE: FBCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO wa- 3- ALL GABLE END TRUSSES TO BE BE CALCULATED AT 1/300 PROVIDED THAT 40-50% OF THE 0 >- C)c: 2w- LU REQUIRED VENTILATION IS PROVIDED BY ROOF VENTILATORS oc� 0° Q:> MANUFACTURED WITH AN ADDITIONAL 1/2 LOCATED WITAIN.3'-0" OF THE RIDGE OR HIGH POINT (UNLESS uj CONFLICTS CTS EXISTS) MEASURED VERTICALLY, AND THE BALANCE OF Lu U) THE REQUIRED VENTILATION BY EAVE OR CORNICE VENTS. 5 om Cn d A-4 6� CD b 910 — — — — — — — — — — — — — u.J Cc U u En C) co ui Lu co FLASHING' 6" RAISED LLJ ............ CO Lu in............ ___ jE I- ............. .............. .................... �A5.2.81) U cnLu — —-- — — — — — — — — — — — — --- — — — Lum ................................. ............. .. ........................................... 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TO VERIFY LOCATIONS ASP HALT SHINGLE ROOFING '"I z U_ 1-- p oz a5VJ �„ Uj CX' LU oczm oO W In C O a. in LMLU= I- o oo= WHO (n > w o W cO Q In ED a z a=C5 LU in U O Q WLU = 0 v� = z Uj 0 W O J = zQ 0 C U pC' m Q iceCDCD O Q a z Uj ca ina CieW W Q_ oQ-LLJ 50 Q :> J o J {-- Q 0 � En in C>(n oC Ldp 5 -in 0ce9 � C3 z LU o LU o cp Q W E m m U-1 -j Waoo U) En C) inJ W LM Qc3em Cie LU M zz� LU >- pt2 mc3eo-z ia�: M z = z n��Q LU Ln WCX. in Q U% z o Q � O W M W in g in HVDC� Q 0 = En OwnC5 ED~ j z H CL z 0 = �zoz IN EFFECr AS OF DATE OF CERTIFICATION BELOW. inU=� o t @ 24° O.C. = w Q Z 0 r O/ Z H Ln = W In z CD III UzQ LU U_ W Uj viF--V� 1x4 T&G �, D PAW •--�LU .� Uj oz= Cn AR 96730 0 LJJ to LLJ -,z_,MU Hernandez, AIA - -jooU_ AR 98560 QU~o 72328 ,.� ROOF PER-\ 2 JOINT FLASHING CONTRACT M 1-011 AS REQUIRED CONTRACT 12-PLY /6 SHEATHING ^ = 2�1 TR[ NAIL PER 2x6 W/ 2 ^ - 4 ��� 1x4 E ROUND VENT - & CA' ('5' TRIM D ETAI L A5.2.81 SCALE 1/211_11.011 LU V 2F_in 'Q LU 1X4 TRIM Z LOUVERS _ p LU BOARD AND BATTENS a,C� p 12 4 4.1 V ( i a 3-1/2° _ U WIDE 0 LU FRAME (,.) n Q LW W toU o �Q :23 6 G ABL SHUTTER DETAIL E DETAIL SCALE 1 211^11.011 SCALE 1/2"=1'-0" A5.2,81 / A5.2.81 „ P 41- 5 5,-0,1 LTi D Q PLAN VIEW 5 %" A _ T 4.1 4.1 A5.2.81 iN A5.2.8 4 TRIM 4"x4 POST 4 1"x4" TRIM TRIM STUCCO TO (� DECKING ; MATCH THE SIDING HOUSE Ln 2ND. FIN. FLR. - - 4WO OD 1x3 SLOPED `� `� POST iTll CAP o S M M i 1x6 TRIM BD. o 0 0 o r Ix NAILER M ' M STUCCO o 4��x40 4�� TRIM FLR. TRUSS ri POST O4.. TRIM 4 SERVICE CENTER DETAIL A5`.2, 81 SCALE -1-0 „ s TRIM D ETAI L A5.2,81 SCALE 1/211=11.011 x6 RAISED TUCCO ANDING 0 SIDE ANDING OR STUCCO [NISH x4 RAISED TUCCO SILL INT. EXT. O �4-1/C ENCLOSURE DETAIL 5.2.81 SCALE 1/2"=l' -O" TO THE BEST OF MY KNOWLEDGE; THE DESIGN DEPICTED ON THIS DRAWING COMPLIES KIN THE APPLICABLE MINIMUM BUILDING CODE IN EFFECr AS OF DATE OF CERTIFICATION BELOW. MANUFACTURER SPECIFICATIONS t @ 24° O.C. 0 r O/ 2x RAFTER TAILs @ 24° Ln ,, X73 1x4 T&G �, D PAW Ovan G. Drummond, AIA _ O.C. Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 ,.� LAP SIDING BETWEEN C:) IM Uj o� 00 `Y'Ln .°W' v1 00 Z Uj -a N� 00 p aL o . _j Uj RAFTERS 0. a -H EL w V1 a�-°vo2 L coo cv 0 �_ 1 n -- E < < Q. Y " CONCRETE METAL DRIP n %D 0 1-4 n _ = FOUNDATION 2x4 FASCIAsk 2x6 RAFTER TAIL 0. H. LU LU LL� 1 .j LLJ F- � w � m 6 z ED - Q 6 LLJ Uj Q U 1 „ DC W s m N i SIDING @ 24" O.C. I.LJ r WALL, LO O L - L LU PER PLAN LLJ /4 I Cn J Q F- FLU Z 00 0 - Ail F STARTER - k i J Ln O AF t STRIP LU t2LU FLASHING DETAIL U rs-ERIAL NUMBER 1014.0 1 LAP SIDING- DETAIL 2 EAVE DETAIL 3 BRACKET DETAIL SCALE A5,2.81 1/4 "=1'-011 A�.2.81 SCALE 1/211=11.011 A5,2,81_ SCALE 1/211=11-011 ('5' TRIM D ETAI L A5.2.81 SCALE 1/211_11.011 LU V 2F_in 'Q LU 1X4 TRIM Z LOUVERS _ p LU BOARD AND BATTENS a,C� p 12 4 4.1 V ( i a 3-1/2° _ U WIDE 0 LU FRAME (,.) n Q LW W toU o �Q :23 6 G ABL SHUTTER DETAIL E DETAIL SCALE 1 211^11.011 SCALE 1/2"=1'-0" A5.2,81 / A5.2.81 „ P 41- 5 5,-0,1 LTi D Q PLAN VIEW 5 %" A _ T 4.1 4.1 A5.2.81 iN A5.2.8 4 TRIM 4"x4 POST 4 1"x4" TRIM TRIM STUCCO TO (� DECKING ; MATCH THE SIDING HOUSE Ln 2ND. FIN. FLR. - - 4WO OD 1x3 SLOPED `� `� POST iTll CAP o S M M i 1x6 TRIM BD. o 0 0 o r Ix NAILER M ' M STUCCO o 4��x40 4�� TRIM FLR. TRUSS ri POST O4.. TRIM 4 SERVICE CENTER DETAIL A5`.2, 81 SCALE -1-0 „ s TRIM D ETAI L A5.2,81 SCALE 1/211=11.011 x6 RAISED TUCCO ANDING 0 SIDE ANDING OR STUCCO [NISH x4 RAISED TUCCO SILL INT. EXT. O �4-1/C ENCLOSURE DETAIL 5.2.81 SCALE 1/2"=l' -O" TO THE BEST OF MY KNOWLEDGE; THE DESIGN DEPICTED ON THIS DRAWING COMPLIES KIN THE APPLICABLE MINIMUM BUILDING CODE IN EFFECr AS OF DATE OF CERTIFICATION BELOW. October 12, 2017 0 r O/ ,, X73 A �, D PAW Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 C:) IM Uj o� 00 .°W' v1 00 Z Uj -a N� 00 p aL o 'Ld- E N O M _j Uj 0. a w V1 a�-°vo2 L coo 0 Ln 12 0 -- E < < Q. O U J n %D 0 A qt N ED' 10 LU LU LL� .j LLJ F- � w � m 6 z ED - Q 6 LLJ Uj Q U n � 0 z, DC W s m N i W t W I N r\ I.LJ 0 LO O L - L LU rfE LLJ I Cn J Q F- FLU Z 00 0 - w - k i J Ln O LU t2LU LU U rs-ERIAL NUMBER 1014.0 FU F OUT TRUSS AS NEEDED FOR INSULATION RADIANT BARRIER, TYP. .......... COVERED ENTRY =1 cic 0 Z: t-AKIDOCAN - BUILDING SECTION LLJ c F— UJ cQ uj u— u- :c u C) t. I �lSCALE: 1/4 1'-0" CARIBBEAN _j I I\ 'TERIAL NUMBER, 1014.0 Uli i i i�* . ..................................... > 7 Lu. . .... ... . . ............ ........... . ....... . . ........ cv' . ........ . . . ............ . . . I!] ............ ....... i : i ��i Lu . F.Hi i I I . .1- ............ NETRY & APPLIANCES .......... ......... ......... .......... ............ . ............ T ARE f OR REFERENCE ONLY . 1., 4 5 a LL PAVERS ............ STEMW L. ............ . ............ PAVERS ON . . ...... o C) 0- STEMWALL U cjr cc Lu En cr- 0 2m u < In C) (n A -�BUILDING SECTION < ce U z A7.81 SCALE: 1/4" = 1'-011 CARIBBEAN o uil C) tn < UJ Q� U.1 0- a m Z<-- Lu OWE LL C) C:> I ce U C) 4 b RADIANT BARRIER, TYP. LL , 5- Q ce ROOF PER CONTRACT (TYP.)7 =1 cic 0 Z: t-AKIDOCAN - BUILDING SECTION LLJ c F— UJ cQ uj u— u- :c u C) t. I �lSCALE: 1/4 1'-0" CARIBBEAN _j I I\ 'TERIAL NUMBER, 1014.0 oz=� FIRST FLOOR DIFFUSER LAYOUT E DIFFUSER LEGEND W cia '' SCALE: 1-0 CARIBBEAN ►-�z JU C) o u- ® SUPPLY. m RETURN I c) p o EXHAUST FAN FOR REFERENCE ONLY TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CEMPICATION BELOW. October 12, 2017 yyw,� ob Ln LU Qo(n R 9673 LUz zCL.Lu> Ovan G. Drummond, AIA _ W 0 z Manuel Gonzalez, AIA CD WLLzQ Javier Hernandez, AIA zVLU W O Sang-Yub Lee, PE 72328 Q W LAJ QW�LL-+ p M 1— U)LU 00 = z z n U) N �--� W cc jLjj oz=� FIRST FLOOR DIFFUSER LAYOUT E DIFFUSER LEGEND W cia '' SCALE: 1-0 CARIBBEAN ►-�z JU C) o u- ® SUPPLY. m RETURN I c) p o EXHAUST FAN FOR REFERENCE ONLY TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CEMPICATION BELOW. October 12, 2017 R 9673 Ovan G. Drummond, AIA _ AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR '98560 Sang-Yub Lee, PE 72328 LAJ U. p M 00 Ln n U) N cc jLjj w F1 q- E iz M LL U Z a -oa 2 Uj 0 L C 00 N�Ln= 0 EC� < U fV ritititr�CL ..,I n c0 O I'D lt N N C LL- t E jj +•+ ZZ � CD Lij E y¢ F.MNu'T ceE �»fi.rff f. Tauri Et U..2 p�p Ln g E tu L z E F- w a z zED m 0 LU Q Q U Q z, mN W J LU z 0 LU o LU �s L LLA gJ yre EEI f E(� E E tt f E f f� 00 jO _ E W Lj- 1 j U LU L LU 60 p FWD �F RIAL FSENUMBER 1014.0 zLL- C) Dz z ¢off C) "' � LU ce C13 O WLL- J W d O W Q H m LU r -n 0 0 Lu 0 O = wS p } ... :::....... to i W Z 0 WLU � 0 H= W cx� LU Lij ce CL W a-LLI'� = Z W Q W -� = Z ¢ W O i WU= Don ¢�ce- uj oc ca z z W- - - �_ _-- ---_ a ---- WzU.J m ¢ i o Q ROOF BELOW LL.LCn 0 p' } ... LU i t � I r h CARIBBEAN I 0 w 22 X ATTIC 0_ ...... ..... ........... ....................................... ACCESS W/ LIGHT & o z SWITC H I - - _m U f- 0v) _ I� i 1 1 1 1 1 1 Z = O WLU I C) LU W W a Wz U)C) � BEDROOM Wz (nWDZ W r FE i 3 } ... LU i t � I r h CARIBBEAN I 0 w 22 X ATTIC 0_ ...... ..... ........... ....................................... ACCESS W/ LIGHT & o z SWITC H I - - _m U f- 0v) _ I� m ca W i W ¢ Z = O WLU I C) LU W W a Wz U)C) � BEDROOM Wz (nWDZ W r FE i LOU ce Q~ oG W Z ................................_..................................... W< > 0 ........ ........ W_C7_IZ 1-4J Q W W W 0 U) Q ac:U) Ci n o-Z-�LU r -y W = Q ¢ = O W WLL- En� ZOWX Z Z Z z0 Z �a ¢LC)ra L Z D C 02 W Lu W Z W L~L Z< C r> W L -LU Q cl ce W w ¢ W moi' U) 'F-- U per[ m W LU o = SECOND FLOOR DIFFUSE LAYOUT o� 0 u, m w 1-4 z SCALE: 1/4'• _ 1'-0" J O O �: � a } ... LU i t � I r h CARIBBEAN I �U-i £V i! s� 1� i Jtz TO THE BEST OF MY KNOWLEDGE, THE DESIGN. DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING ........, ELECTRICAL LEGEND rrLjn_j V Q L]C W _ _Cn 0 lQ U U U Q - W m U Z J , Ir Ln Io CD CrIlN C:) LO d) SINGLE RECEPTACLE DUPLEX RECEPTACLE ® 240V RECEPTACLE fb SWITCHED RECEPTACLE > DUPLEX RECEPTACLE (220 VOLT) �] SINGLE FLOOR RECEPTACLE rl DUPLEX FLOOR RECEPTACLE [a SWITCHED FLOOR RECEPTACLE GFI QUADRAPLEX FLOOR RECEPTACLE GROUND FAULT INTERRUPTER W P WEATHERPROOF GROUND EP ELECTRIC PANEL VP VAPOR PROOF ® RECESS INCAND. (EYEBALL) FIXTURE Uj SINGLE FLOOD - WALL MOUNTED DOUBLE FLOOD - WALL MOUNTED �j SINGLE FLOOD - SOFFIT MOUNTED ` DOUBLE FLOOD- SOFFIT MOUNTED 00 HANGING/ PENDANT -CEILING HUNG INCANDESCENT FIXTURE - CEILING MOUNTED J0. INCANDESCENT FIXTURE - WALL MOUNTED ® RECESSED HIGH HAT 2 FT UNDER CABINET FLUOR. FIXTURE —� 3 FT UNDER CABINET FLUOR. FIXTURE 4 FT UNDER CABINET FLUOR. FIXTURE 3 U_ CD STRIP LIGHT 12X24 FLUOR, FIXTURE D 12X35 FLUOR. FIXTURE O 12X48 FLUOR. FIXTURE 24X48 FLUOR. FIXTURE �o EXHAUST FAN EXHAUST FAN W/ LIGHT M j' ELECTRIC CO. METER __EE_GAS ® SD/C0 CO. METER SMOKE DETECTOR/CARBON MONOXIDE DETECTOR sa '` SMOKE DETECTOR $ SINGLE POLE SWITCH W J EE LU 3 WAY SWITCH N 1� 4 WAY SWITCH � DIMMER SWITCH 4 o PUSHBUTTON DISCONNECT SWITCH 0 JUNCTION BOX TV JACK V 0 PHONE JACK - PREWIRE ONLY THERMOSTAT O PHOTOCELL -SOFFIT MOUNT Q PHOTOCELL - WALL MOUNT I; sP ELECTRICAL PANEL SPEAKER WIRE FROM TOP OF WALL K ® KEYPAD CHIMES EED _ STRUCTURED PANEL (A.K.A. SMART BOX, COMMUNICATIONS BOX, MEDIA BOX, HOME DIRECTORY) INTERCOM FOR REFERENCE ONLY �U-i £V i! s� 1� i Jtz TO THE BEST OF MY KNOWLEDGE, THE DESIGN. DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW, October 12, 2017 �~,2 R ',67 n Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj C) rn Uj 0 U _j N (3) >00^o L E Uj fV oM U_ U Lu - Z r- , a au -o0 0 L c00 co 00 w M Ln E0 J0. 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Q V 0 i ® CHIMES STRUCTURED PANEL (A.K.A. SMART BOX, EHE3 COMMUNICATIONS BOX, MEDIA BOX, HOME ~ DIRECTORY) Q INT. 3NTERCOM SECOND FLOOR ELECTRICAL LAYOUT FOR REFERENCE ONLYLt SCALE: 1/4° V-0" CARIBBEAN C7 �CO N ALLOW FOR FLASHING RESiSTIVE INSTALLATION BARRIER SHEATHING WEATHER . I LL H TAPE 6T� SILL PAN RESISTIVE NSTA EAD FLASHING UNDER z , <. BARRIER WEATHER RESISTIVE BARRIER a5 _ . FOLD WEATHER RESISTIVE a oc Q SILL PAN $ARRIER BACK OVER HEAD co w FLASHING AND SEAL WITH TAPE LU............ Os w ¢. . W Z cp CORNER (ASSEMBLED WINDOW) �I WINDOW FLASHING DETAIL D3 N.T.S. (EXT -2) D3 N.T.S. (EXT -1) d WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING OPTION - A R9 ' LU zUE- m ¢5-C34(Exg_�5EXTERIOR EGRATE INSTALLATION OF WEATHER RESISTIVE DRIP DETAIL AR 96399 ��Wz iR: � w o owc�z 'ER WITH FLASHING TO FORM WATER SHEDDING LAPS FOLD UP WEATHER HEAD RESISTIVE BARRIER & FLASHING TIE-IN MECHANICALLY FASTEN AS WEATHER FOLD UP WEATHER )RE & FOLD WEATHER RESISTIVE BARRIER ABOVE TEMPORARILY SECURE NSTRUCTIONS: NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER RESISTIVE BARRIER & TEMPORARILY SECURE =R TO ALLOW FOR FLASHING INSTALLATION z o Ui y z . CUT, FOLD UP & TEMPORARILY WALL PER PLAN WALL PER PLAN o p STALL HEAD FLASHING UNDER WEATHER RESISTIVE PR ..... SECURE WEATHER RESISTIVE BARRIER ABOVE HEADER TO WEATHER EXTERIOR ALLOW FOR FLASHING RESiSTIVE INSTALLATION BARRIER SHEATHING WEATHER . I LL H TAPE 6T� SILL PAN RESISTIVE NSTA EAD FLASHING UNDER z , <. BARRIER WEATHER RESISTIVE BARRIER a5 _ . FOLD WEATHER RESISTIVE a oc Q SILL PAN $ARRIER BACK OVER HEAD co w FLASHING AND SEAL WITH TAPE LU............ Os w ¢. . W Z cp CORNER 2 1 2 FLASHING DO NOT FLASH OVER BOTTOM W.. };:::. s:r;.: PATCH NAILING FLANGE o _ 4 `. ,. 0 O WC) r.. r.; c.• ::: . l' r opo r.: NOTES: LU 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE J W z } .. C:; `::::;::.;,.<;;0 (MIN. 6 WIDE). CONFORMING TO AAMA 771-07 o > o FLASHING ;::.;;.:r:: 4 :: w o �`. FLASHING } } 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF z.....: WINDOW SILL PLATE. 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. 4, INSTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 (ASSEMBLED WINDOW) �I WINDOW FLASHING DETAIL D3 N.T.S. (EXT -2) D3 N.T.S. (EXT -1) z oW MW= J W 0 o J OPTION - A R9 ' LU zUE- m ¢5-C34(Exg_�5EXTERIOR FLASHING 2 1 2 FLASHING DO NOT FLASH OVER BOTTOM W.. };:::. s:r;.: PATCH NAILING FLANGE o _ 4 `. ,. 0 O WC) r.. r.; c.• ::: . l' r opo r.: NOTES: LU 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE J W z } .. C:; `::::;::.;,.<;;0 (MIN. 6 WIDE). CONFORMING TO AAMA 771-07 o > o FLASHING ;::.;;.:r:: 4 :: w o �`. FLASHING } } 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF z.....: WINDOW SILL PLATE. 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. 4, INSTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 ooh a o z LU °U z`naMtn� ¢ U) LU m m W�f J� nGG NOTE: THIS DETAIL ONLY APPLIES AT EXTERIOR DOORS THAT HAVE NO IMMEDIATE OVERHANGS ABOVE THEM AND DOORS THAT HAVE A SEC OND STORY WALL ABOVE THEM. La ��� =oQ rExT-i TYPICAL SLIDING GLASS DOOR FLASHING DETAIL(EX�_2TYPICAL WINDOW FLASHING DETAIL D3 N.T.S. (EXT -2) D3 N.T.S. (EXT -1) z oW MW= J W 0 o J OPTION - A R9 ' LU zUE- m ¢5-C34(Exg_�5EXTERIOR UwM DRIP DETAIL AR 96399 ��Wz iR: � w o owc�z D3 N.T.S. (EXT -7) AR 98560 Sang-Yub Lee, PE ¢ o o' 6TT FLASHING o�WU) Q � J „ w m CONT. DRIP EDGE CANT STRIP ACROSS DOOR HEAD m z o Ui y z TO DIVERT RAIN SILL PLATE WALL PER PLAN WALL PER PLAN o p oG ..... co Z W a C:) Z U_ a . W Lu 2-- m ¢ > SEE NOTE #2 RAIN DRIP 000 C) J rXTERIOR REGLET LU ¢ U)ao�z 0:3=0 Uj U) WALL SHEATHING OOR „- C) � °c WITH WEATHER EXTERIOR WIND coGca�z ooW dC) o RESISTIVE BARRIER LU rx� LU c , ooh a o z LU °U z`naMtn� ¢ U) LU m m W�f J� nGG NOTE: THIS DETAIL ONLY APPLIES AT EXTERIOR DOORS THAT HAVE NO IMMEDIATE OVERHANGS ABOVE THEM AND DOORS THAT HAVE A SEC OND STORY WALL ABOVE THEM. W z TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON -MIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING w¢_ o 0 Of: Ft z oW MW= J W WATERPROOFING AT EXTERIOR DOOR EXTERIOR WINDOW R9 ' LU zUE- m ¢5-C34(Exg_�5EXTERIOR OPENING OR BEAM EXT HEAD DRIP DETAILrEW_3�HEAD DRIP DETAIL AR 96399 ��Wz iR: � w o -6 D3 N.T.S. (EXT -5) D3 N.T.S. (EXT -6) D3 N.T.S. (EXT -7) AR 98560 Sang-Yub Lee, PE 72328 o�WU) o rn _ LU W o NO < Uj to N o p (1)T-1Uj >oo E co U � Z U_ a . W Lu Q)-0oo La LC00 CO N ii 000 Lii �o°� E N N LU ¢ U)ao�z U to 0 �. to0-1 N N coGca�z ooW C LU rx� LU c -1 LU in LU LU LLJ ¢=oW �Ur W 121 ,\ �z gym;= uj z-oW� z LU U J +N -I Ui o zzz8� 0 o c„ z uu Uj I j 1 a�Q U)aWQ IQ w Wiz W U_ 2 --Q ' CD 1-4 LU zo W 0 ) z . M QLU pb p i8 a (ljHUh .m z LU Ie ED LL,I Q LIJ . W �T CD rsEPUAL NUM ER 1014.1 ¢ OL ,J W m W ,Z J l J C) C) LL - a 4V1—O W z TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON -MIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. ®l„06 Of: Ft gam; 3 n zo g a R9 ' E,D Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 o rn NO < Uj to N (1)T-1Uj >oo E U � Z U_ a . . Q)-0oo La LC00 CO N ii 000 Lii �o°� E N N . U to 0 �. to0-1 N N i CD C LU rx� LU c -1 E , LU LU LLJ QtidQ Q ,\ �z gym;= uj z LU U J +N -I Ui o uu Uj I j 1 IQ w oZS 0 ) z . M .. i 1^F yet,. pb p i8 a jjj� .m z qq A._ U-1 LL,I Q LIJ v I `n rsEPUAL NUM ER 1014.1 Z O oz' zo Q C) ~ -LU i'= _�o�G CARIBBEAN CLASSIC COASTAL RAFTER TAIL LEGEND ROOFING PER CONTRACT: ON (2) 7/16" SHEATHING (CONTRACVIDE PRODUCT APPROVALT ORO PRROOFING SYSTEM) ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUME SHEET TO COMPLY WITH ASTM D 1970 2 X 6 W/ 2" DIA. ROUND VENT @ 24" O.C. SEE PLAN N �r fes, ROOFING PER CONTRACT. (CONTRACTOR TO - PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 PRE-ENGINEERED WD TRUSS, 24" O.C. INSULATION BLOCK 2X4 SUBFASCIA METAL DRIP METAL DRIP EDGE EDGE 1X4 FASCIA CEILING INSULATION 1X6 FASCIA 2X6 RAFTER TAIL (SEE ENERGY CALCS.) VENTED SOFFIT W/3" @ 241, O.C. 1/2" RIGID GYP. BD. DIAM. VENTS @ 48 1 x 4 T & G DBL. 2x SYP. WD. 0. C., TYP. ac z m BETWEEN 1'-4" TOP PLATE ' C> w JRAFTERS 2x SYP. #2 WD. STUDS U_ o OVERHANG " O.C. TYP. FINISH MATERIAL @ 16 CL cC_� PER ELEVATION o z FINISH WALL INSULATION REFER TO a MATERIAL PER (SEE ENERGY CALCS.) ELEV. FOR i-- oa ELEVATION VERHANG LU = W 2x SYP. #2 WD. HEADER z = �' -SEE SCHEDULE W,� o --SCHEDULED WINDOW cn (SEE FLOOR PLAN) J LU WINDOW ATTACHMENT W COMPLIANT W/ FBG -R LU o r, -2x SYP. #2 WD. STUDS o IF O.C., TYP. w Ga C) a WALL INSULATION z EXTERIOR STRUCTURAL (SEE ENERGY CALCS) EXTERIOR STRUCTURAL Uj SHEATHING AS REQUIRED a SHEATHING AS REQUIRED CONNECT WALL PER Q >- >- z BY FRAMING DETAILS BY FRAMING DETAILS> W z FRAMING DETAILS LU ~MOULDING2xSILL PLATE 0 0 0 2x SILL PLATE FINISHED BASE U_ J j = o a 3/4" GYPCRETE (OPTIONAL) I o TOP OF WATER RESISTANT BARRIER U- WATER RESISTANT BARRIER 3/4 THK. T&G SUBFLOOR FLOOR o o J (2 LAYERS REQUIRED)F TRUSS a ao POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE WRAP U-1 o` u' OR APPROVED EQUAL SYSTEM OR APPROVED EQUAL SYSTEM ocvz Q Q aL_ o ROOFING PER CONTRACT. ON (2) ROOFING PER CONTRACT. (CONTRACTOR TO �- � PROVIDE PRODUCT APPROVAL FOR ROOFING 2x RIBBON FASTENED C) cn 7/16 SHEATHING 2x RIBBON FASTENED W Q CONTRACTOR TO PROVIDE PRODUCT TO FLOOR TRUSSES Q SYSTEM) TO FLOOR TRUSSES L3 W m APPROVAL FOR ROOFING SYSTEM) SEE PLAN PER TRUSS ENGINEER > ALL ROOFING UNDER, LAYMENT TO BE PER TRUSS ENGINEER ALL ROOFING UNDERLAYMENT TO BE _ SEE PLAN z z z WAINSCOT/TRANSITION SELF -ADHERING POLYMER MODIFIED BITUMEN WAINSCOT/TRANSITION ` C) ITUMEN EET TO COMPLY WITH ASTM D 1970 SEE PLAN LL CEILING INSULATION (SEE ENERGY CALLS.) 1/2" RIGID GYP. BD. DBL. 2x SYP. WD. TOP PLATE 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. WALL INSULATION (SEE ENERGY CALLS.) 2x SYP. #2 WD. HEADER -SEE SCHEDULE SCHEDULED WINDOW (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT W/ FBC-R 2x SYP. #2 WD. STUDS @ F16.. O.C., TYP. WALL INSULATION (SEE ENERGY CALCS) CONNECT WALL PER FRAMING DETAILS FINISHED BASE MOULDING F-3/4" GYPCRETE (OPTIONAL) 3/4" THK. T&G SUBFLOOR TOP OF FLOOR rF TRUSS LUQ � v, a SELF -ADHERING POLYMER MODIFIED B SH LU T ASTM D 1970 .- 2x RIBBON FASTENED BATT 2x RIBBON FASTENED BATT _ w SHEET TO COMPLY WI H a TO F R TRUSS S INSULATION REQUIRED -ENGINEERED WD TRUSS 24" O.C. TO FLOOR TRUSSES INSULATION REQUIRED r L00 E PRE PER TRUSS ENGINEER --,"AT GARAGE SEE o >- ,,, 2 X 6 W/ 2 DIA. PER TRUSS ENGINEER AT GARAGE (SEE j, c c a > -' ENERGY CALCS INSULATION BLOCK ENERGY CALCS) m ROUND VENT @ � ) ; o II_ : _ PRE-ENGINEERED WOOD FLOOR 24 O.C. PRE-ENGINEERED WOOD FLOOR FA IA C) i-- a f- „ 2X4 SUB SC TRUSSES (VERIFY W/ TRUSS �; 1 2 RIGID GYP. BOARD M = TRUSSES (VERIFY W/ TRUSS 1/2 RIGID GYP. BOARD / LU cn METAL DRIP ENGINEER FOR TRUSS LAYOUT METAL DRIP "' ENGINEER FOR TRUSS LAYOUT) o "' �„ EDGE ) , �, �� o " EDGE E %, II oc -1/2 GYPSUM 1/2 GYPSUM Uo CEILING INSULATION STUDS TION. DON S 4.FASCIA CEILING INSULA WALLBOARD 1X FAS IA I 1X6 C oc cn WALLBOARD ON STUDS _ SEE ENERGY CALCS'. DBL. 2x SYP. WD. TOP PLATE (SEE ENERGY,CALCS.) DBL. 2x SYP. WD. TOP PLATE N ( ) W/ WALL INSULATION a o � - W/ WALL INSULATIO 0 2X6 RAFTER TAIL (SEE ENERGY CALCS 0 t- ,, SEE ENERGY CALCS II ( ) ( ) VENTED SOFFIT W/3 1 2 RIGID GYP. BD. W � o z " O.C. 1/2 RIGID GYP. BD. II / SCHEDULED.WINDO @ 24 SCHEDULED WINDOW M. VENTS 48 LU Cao DIA @ SEE FLOOR''PLAN Ca U SEE FLOOR PLAN ( ) ; _ - :DBL. 2x SYP. WD. ( ) 0. C. TYP. DBL. 2x SYP. WD. cn WINDOW ATTACHMENT F-- 0 1 x 4 T & G , „ P PLATE WINDOW ATTACHMENT TOP PLATE HEADER SEE FRAMING W z -4 TO HEADER, SEE FRAMING o COMPLIANT WITH FBC-R -. , cn o c� BETWEEN COMPLIANT WITH FBC R z PLAN FOR SIZE AND DEPTH z 2x SYP. #2 WD. STUDS 2x SYP. #2 WD. STUDS _ -PLAN FOR SIZE AND DEPTH Q W C/) � RAFTERS : OVERHANG " , > m z LU MIN. 7/8 STUCCO (3 @ 16" O.C., TYP. MIN. 7/8" STUCCO (3 @ 16 O.C., TYP. COATS) ON GALV. COATS) ON GALV. o WALL INSULATION REFER TO WALL INSULATION SELF FURRING FELT SELF FO BRING FELT W (SEE ENERGY CALCS.) ELEV. FOR (SEE ENERGY CALCS. cn U, cn BACKED METAL LATH BACKED METAL LATH LU VERHANG U) c =' 2x SYP. #2 WD. HEADER 2x SYP. #2 WD. HEADER 02 -SEE SCHEDULE SEE SCHEDULE 3 aaC)eoo oc w z — z C:> SCHEDULED WINDOW C:> SCHEDULED WINDOW SCHEDULED WINDOW cn LED WINDOW o SCHEDULED PLAN EXTERIOR SHEATHING TO (SEE FLOOR PLAN) EXTERIOR SHEATHING TO (SEE FLOOR PLAN) EXTERIOR SHEATHING TO (SEE FLOOR ) c� z U cn EXTERIOR SHEATHING TO (SEE FLOOR PLAN) BE FLUSH WITH THE EDGE W 5 z FLUSH WITH THE EDGE II o „-, �„ BE FLUSH WITH THE EDGE II BE N 1/2 GYPSUM WALLBOARD ON LI WALLBOARD N I,. 1 2 GYPSUM WALLBOARD 0 z BE FLUSH WITH THE EDGE 1 2 GYPSUM WALLBOARD ON 1/2 GYPSUM 0 0 OF THE FOUNDATION 1 4 / OF THE FOUNDATION, 1/4 w o / OF THE FOUNDATION, 1/4 / T DS W WALL INSULATION STUDS W/ WALL INSULATION ua o OF THE FOUNDATION, 1/4 STUDS W/ WALL INSULATION S U / STUDS W/ WALL INSULATION GAP BETWEEN FOUNDATION GAP BETWEEN FOUNDATION GAP BETWEEN FOUNDATION z w r GAP BETWEEN FOUNDATION' (SEE ENERGY CALCS) (SEE ENERGY CALCS)` IN (SEE ENERGY CALCS) SHEATHING (SEE ENERGY CALCS) AND SHEATHING AND SHEATHING AND SHEATHING' moc�z AND APP HT OAT OF 2x SYP. #2 WD. STUDS APPLY ALIGHT COAT OF 2x SYP. #2 WD. STUDS APPLY A LIGHT COAT OF 2x SYP. #2 WD STUDS u., 0 APPLY A LIGHT COAT OF 2x SYP. #2 WD. STUDS LY A LIG C LU - ' 0 CEMENTITIOUS COATING TO @ 16" O.C. TYP. CEMENTITIOUS COATING TO @ 16" O.C., TYP. CEMENTITIOUS COATING TO @ 16" O.C., TYP. L Q o CEMENTITIOUS' COATING TO @ 16 O.C., TYP. z z = FILL VOIDS & HONEYCOMBS FILL VOIDS & HONEYCOMBS FILL VOIDS & HONEYCOMBS 2x P.T. SILL PLATE w � � z FILL VOIDS &HONEYCOMBS TE 2x P.T. SILL PLATE �; 2x P.T. SILL PLATE i 2 J a 2x P.T. SILL PLA WATER RESISTANT BARRIER cn WATER RESISTANT BARRIER WATER RESISTANT BARRIER E FOUNDATION W Q NNE WALL TO FOUNDATION CONNECT WALL TO cn T FOUNDATION CONNECT NT BARRIER CONNECT WALL 0 OU ON CC W = z WATER RESISTANT CONNECT WALL TO FOUNDATION 2 LAYERS RE UIRED 2 LAYERS REQUIRED (2 LAYERS REQUIRED) ' PER FRAMING DETAILS 2 LAYERS REQUIRED) _ ( REQUIRED) PER FRAMING DETAILS ( ) PER FRAMING DETAILS E WRAP u� .( PER FRAMING DETAILS POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE WRAP POLYETHYLENE PER cn ETHYLENE HOUSE WRAP ,. oc a c9 z POLY 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 W H w OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE Q o SHIELD UNDER SILL PLATE SHIELD UNDER SILL PLATE FLASHING SHIELD UNDER SILL PLATE '~ RING SHIELD UNDER SILL PLATE FLASHING FLASHING _ d o FLAS FINISHED BASE MOULDING FINISHED BASE MOULDING FINISHED BASE MOULDING o = FINISHED BASE MOULDING w �- MAIN FIN. FLOOR MAIN FIN. FLOOR MAIN FIN. FLOOR o u✓ v� MAIN FIN. FLOOR - - - II a .:. C[ _ ELEV @ 0 -0 z o w - II s: ELEV 0'-0" ELEV @ 0 0 C) ELEV 0 -0 @ e . e� .. W W \ _-Uj LU _ Z s z o z o � � o I_ U II 4� - 4 ON SLAB W �- - 4 CONC SLAB W _ 11 C C / i 1-1 / _ 11 4 CONC SLAB W/ I— -) 4 CONIC SLAB W/ = i VAPOR BARRIER VAPOR BARRIER °� `_ VAPOR BARRIER In Q � to ¢ °° = i VAPOR BARRIER I I ' ~��> Uj - - REFER TO STRUCTURAL - - REFER TO STRUCTURAL - ' ` REFER TO STRUCTURAL = g ` REFER TO STRUCTURAL m mm W z a - I J. I I (— DRAWINGS FOR - I I DRAWINGS FOR a I DRAWINGS FOR F- "' :W DRAWINGS FOR _ - COARSE COUNT :& " - z 71 0 - - COARSE COUNT & M -I 4 I I- _III a d = COARSE COUNT & M = I I I COARSE COUNT & LU a o _ -I I�I- FOOTING SIZE - � _ FOOTING SIZE �. � FOOTING SIZE tI) - • •. - I PROVIDED BY • • I ( F ROVI EDIBY • • 1- I (PROVIDED BY • - (PROVIDED BY a W � - - OTHERS) - -° OTHERS) _ I I= OTHERS) _ _- OTHERS) - - L z z o - EXTE RIOR WALL =EXTERIOR WALL 3 SECTION WITH WINDOW DOW 4 TWO-STORY WALL ECTION Q 3 TION WITH WINDOW 4 TWO-STORY ALL S E CTI O N TWO STO S SEC 07 I_ II 07 - SCALE: 3 4 1 0 M 07 SCALE: 3/4" _ 1'-0►' II _ I- II W w � W z SCALE: ,3/411 = 11_01, SCALE: 3/4 - 1 0 D7 / __jooLL do U i-- o 0 0 THE BEST OF W KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. DEC 0 F FL G Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj o M Uj rq w Ln °� 06 N w cc 0 o CL 'L N ' E "M U < L a ai -°a c) 0 L -"" -.. " F: 00 E O' < ts. N U .., ko 0 to It N C. L E RCD 1 LLA LU LU _ LU L LU LU LIJ �I Z w z \ ` 00 n � U z LL ;; w ' J vi o LUI L11 L f LU LU U U P Uj 0 �w 1O Lu z LUo LU I ; Z Kh ...I ,SERIAL M E 1014.1 0L CL U to L 0 a _zo mm z ao 1.4 O ~ W x LU LU c m 0 U J _jj w O a �, z I w Q LU ~O LU rn M LU n C) v3:o I W Z O W O WEE ED t— x Q Ly UnQ 0 °; ne o R 2 W z Z LU ce 0 w U_ J =z 0 O 0- J m LnWCOz cc ce C) z w Q Cie pG LU z ao � Q _a m < > jaJ oU L ooEane J O W Ln _ CC Ln awz~ co LU J`L 03 (n Lu O(n—j= C7 0:CLU CD C) x LU mwLu o F_LU m oe z W w � Q U z z x z cLL'nL? JQ W Q z LU U O ce U cn cn O p W IW--U�� W zO LU Z O Z �Zvoiz O Z b O i QO,.-4� LU LU LU C� z ED W zvLUo w a qj =zo �z Wim 000= a�c 0 W CC W U O 0u- -:c U H O SET IRROR 3" FROM MIRROR=VANITY -5" SET MIRROR 3" END FF BACK SPLASH FROM INSIDE CORNER DRYER VENT (TYPICAL) GAS PIPE (TYPICAL) x FOR GAS DRYER ONLY 11_21. ------------- - ---- -, �, � x ce O Y COUNTERTOPS ; O 62 U DRYER VENT (TYPICAL) III Q 36" HIGH X ; = � °° GAS PIPE (TYPICAL) (VANITY -5") MIRROR i LU o FOR GAS DRYER ONLY OUTLET BOX _-------------- a 1/4" MIRROR CENTER SIDEWAYS IN BACKSPLASH O D 1211 RECESS DRYER VENT BOX- FOR MIRROR ATTACH PER MFR. M 0 2X4 HALF WALL INSTRUCTIONS ❑ ❑ 2 MIRROR TRIM P.T. SILL PLATE �, M (IF SLAB ON GRADE) c L CABINET VANITYMIRROR INSTALLATION INSTRUCTIONS: 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. WITH PEDESTAL 2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE: NOTE: BRACKETS REQUIRED IF CORNE k. (MIRROR TRIM WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE "KNOCK CK OUTS FOR TOP,.:: COUNTERTOP CANTILEVERS MORE THAN 1011 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED BOTTOM, OR REAR VENT LOCATIONS. BEFORE REMOVING ALL CLIPS) ANDD INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM 1 21" +/ FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS LENGTHS PER MANUFACTURERS SPECIFICATIONS. DRYER VENT BOX - ATTACH PER MFR. INSTRUCTIONS P.T. SILL PLATE (IF SLAB ON GRADE) INT -1 KITCHEN HALF WALL DETAIL _ MA TER BATH MIRROR WOOD TRIM INT2 DETAIL INT -3 DRYER VENT BOX FOR -DRYER ONLY D8 " ,_ (INT -1) �$ SCALE: 1/211 = 11-01' INT -1 SCALE. 1/2 1 0 ( D8SCALE: 1/2'1 _ 11_01'- (INT -3) TILE OR STONE ON 1/211 COMPARE HARDI BACKER BOARD MANUFACTURER'S Y4" �1 EXT. PLYWOOD DIM 0 F TUB & TOLL APPROVED TILE BACKER (REFER F _.z I OVER TO CONTRACT SPECIFICATIONS) ON 2X4 FRAMING. PUMP LOCATION VARIES - SEE PLANS 1 ROW OF TILE 2X4 @ 1611 O.C. 2X4 LEDGER T' N N DROP IN TUB N 2X4 CRIPPLES 2X4 TO BE P.T. SUPPORT UNDER WHEN IN CONTACT TO AS, REQ. BY W/ CONC. MANUFACTURER'S. FR -33 DROP IN TUB DETAIL,,-- NOTE. NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXACT SIZE AND SHAPE VAI ES BY D,$ SCALE: 3/4" = 1'-0" (FR -33) R MODEL AS BE USED IN LIEU OF CERAMIC WHEN MARBLE/ WELL AS PLUMBING ACCESORIES. REFER TO SHOWER ELEVATION MARBLE TILE OPTIONS ARE SELECTED. ARCHITECTURAL PLANS BY MODEL. P SHOWER & CURB ON FRAMED FLOOR INT_- STANDARD SHOWER SHELF LOCATION INT -4 END POST TIED INTO FLOOR D8 SCALE: 3/411 = 11.011 (INT -4) 08 SCALE: 1/2 1'-0" (INT -5) JOIST BELOW EXTEND TO Q ti BOTTOM OF FLOOR JOISTS. END POST TO PENETRATE SUBFLOOR. FACE NAIL END POST TO BLOCKING. 2x BLOCKING BETWEEN , FLOOR TRUSS AGAINST i END POST. SUB FLOOR. ' �4 r' \ ' / / ice' ice' ice' �(•���i � / /�i.�i NAILS(TYP) FLOOR TRUSS. TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING OD �IpLEr /y� OFpATE2017 o IF CATION BELOW, UIL. It�'. (V7 FV�F, R� a� R 9673 Ovan G. Drummond AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 O M Uj o rn _j ,.., ap :3I N 0-1 N 0 c) E M Uj J L1 tA 0 (Lu- U_ 0- 0) 15 �o U Coo 0 0 vMLn E 0 't N L.L.1CL <U r; o 0 CL N CD LL* d b Uj ce- LU j LIU LU 3Z Ln aC zcez z LU ME- zj �L_, oC W ' U' J 74 LU LO LU . =_J 1 { I U) __j w 06 W O z 00 LU �Z. ID sI(n �s LRIAL NUMBER 1014.1 WALL TILE REFER TO FLOOR PLAN, 2X BLOCKING BETWEEN VARIES BY MODEL STUDS (3 WALLS) VINYL LINER (3 WALLS) EXTENDED 5" Z o- CORNER SHELF UP WALLS oc o ox u 100 /o SILICONE SEALANT' BETWEEN o ,L Lm ca FLOOR TILE TILE BACKER AND WET BED' o FLOOR TILE2-2�(4 a 2" SHOWER DRAIN v . HRESHOLD" "- F ODSTOP Q �o TILE AT DOOR Q THRESHOLDUj ADJUSTABLE `. GAUGE COAT WETBED PLAN SHOWER DRAIN LINER SET IN SEALANT 2" SHOWER DRAIN FLANGE OVER ROOFING FELT Ilk— VARIES - SEE PLANS 1 ROW OF TILE 2X4 @ 1611 O.C. 2X4 LEDGER T' N N DROP IN TUB N 2X4 CRIPPLES 2X4 TO BE P.T. SUPPORT UNDER WHEN IN CONTACT TO AS, REQ. BY W/ CONC. MANUFACTURER'S. FR -33 DROP IN TUB DETAIL,,-- NOTE. NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXACT SIZE AND SHAPE VAI ES BY D,$ SCALE: 3/4" = 1'-0" (FR -33) R MODEL AS BE USED IN LIEU OF CERAMIC WHEN MARBLE/ WELL AS PLUMBING ACCESORIES. REFER TO SHOWER ELEVATION MARBLE TILE OPTIONS ARE SELECTED. ARCHITECTURAL PLANS BY MODEL. P SHOWER & CURB ON FRAMED FLOOR INT_- STANDARD SHOWER SHELF LOCATION INT -4 END POST TIED INTO FLOOR D8 SCALE: 3/411 = 11.011 (INT -4) 08 SCALE: 1/2 1'-0" (INT -5) JOIST BELOW EXTEND TO Q ti BOTTOM OF FLOOR JOISTS. END POST TO PENETRATE SUBFLOOR. FACE NAIL END POST TO BLOCKING. 2x BLOCKING BETWEEN , FLOOR TRUSS AGAINST i END POST. SUB FLOOR. ' �4 r' \ ' / / ice' ice' ice' �(•���i � / /�i.�i NAILS(TYP) FLOOR TRUSS. TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING OD �IpLEr /y� OFpATE2017 o IF CATION BELOW, UIL. It�'. (V7 FV�F, R� a� R 9673 Ovan G. Drummond AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 O M Uj o rn _j ,.., ap :3I N 0-1 N 0 c) E M Uj J L1 tA 0 (Lu- U_ 0- 0) 15 �o U Coo 0 0 vMLn E 0 't N L.L.1CL <U r; o 0 CL N CD LL* d b Uj ce- LU j LIU LU 3Z Ln aC zcez z LU ME- zj �L_, oC W ' U' J 74 LU LO LU . =_J 1 { I U) __j w 06 W O z 00 LU �Z. ID sI(n �s LRIAL NUMBER 1014.1