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1774 ATLANTIC BEACH DR - ARCH. DWG'SM H Q p Z ao� O W ui cC LU O W –J LL J O W�� CL LLJ 3: �wa w ~ O O F rn no a�i Z p�0 >� J W Z OW0 SNE 0 p 6a, LU LU 0 a LU w = O � a zi_ cn LU W p C;Uj O J za �Ooc o aO o LU � � m W O cn a v o o � can- LU Ce oc L3 W co Z in z '�LU �¢ W ceoLU ma> J O J J � a �O p rZ LU c�C d LU p 0 Cd n. 0 z >- o LU co En no"' Qw Ln m m W J � w Q C; p 31: inwt O cn LU w z ce Ce (n o 0 Wo � ZUEn p-LUwEn UJ O t - _z b& m 9 a o Ce W Z wcan¢0 w CX w � Q Q w conz, LU Ce U Cn N O p z w in U = p W � En LU zow� ABBREVIATION LIST S Abbrev. Description Abbrev. Description Abbrev. Description tion # NUMBER F.P. FIREPLACE PT. LD. POINT LOAD & AND FRT. FRONT PWD. POWDER TOTAL' EQUAL FT. FEET PLW. PLYWOOD @ AT FTG. FOOTING 101 MPH F.B.C. 6TH EDITION (20 AC / AIR CONDITIONING F.O.M. `FACE OF MASONRY SO R RISER ABV. ABOVE D ..INTERIOR RA RETURN AIR AD]. ADJUSTABLE GAL GALLON RAD. RADIUS A.F. ABOVE FLOOR G.A. GAUGE REF. E . REFRIGERATOR A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. INF. REINFORCING AH U 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 RQD. REQUIRED z a STANDARD NOTES & DETAILS D3 R & SH ROD & SHELF B.B.Q. BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL BD. BOARD HB HOSE BIBB -AB15R. FULL NAME ELEV. CODE 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 19 TRA. SH. SHELF COU. COUNTRY MANOR INSUL INSULATION SHWR. SHOWER CALC. CALCULATIONS INT. INTERIOR SL. SLIDER C.J. CONTROL JOINT I.L.O. IN LIEU OF SPECS SPECIFICATIONS CL CENTER LINE 33 BRO. S.P.F. SPRUCE PINE FIR CLG CEILING KS KNEE SPACE SPRG. PT. SPRING POINT CMU CONCRETE MASONRY UNIT 44 CLS. STD. STANDARD C.O. CLEAN OUT L LONG ' STL. STEEL COL. COLUMN LAV LAVATORY - STOR. STORAGE COMP. COMPRESSOR LDRY LAUNDRY CONC. CONCRETE LIN LINEN T TOP CONT, CONTINUOUS LT LAUNDRY TUB T&G TONGUE & GROOVE MP. ,. TEMPERED DB. DOOR BELLM.B..B MASTERBATH THICK DBL. DOUBLE MAX MAXIMUM T.O. TOP OF DR. & SH. DOUBLEROD & SHELF M.C. MEDICINE CABINET T.O.B.B. TOP OF BOND BEAM DECO. DECORATIVE MFR'. MANUFACTURER TR. TREAD DET. DETAIL MIL. MILLIMETER TRAM. TRANSOM DIA. DIAMETER MIN. MINIMUM TYP. TYPICAL DIM. DIMENSION MIRK. 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 . O.A. OVERALL E EGRESS O.C. ON CENTER W WIDE E.E. EACH END O.H. OVERHEAD W/ WITH E.W. EACH WAY OPT. OPTIONAL) W.C. WATER CLOSET EL. ELEVATION OPNG. OPENING WD. WOOD ELEC. ELECTRICAL OSB ORIENTED STRAND BOARD ` WDW. WINDOW ENCL. 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.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 Q E FOOTAG E NOTES GRAPHICS HICS LEN GE D - - FRAME PARTIALE I SCT ON DETAIL # DRAWING # - _-- INTERIOR ELEVATION DETAIL # DRAWING # _-- - _ - --- --- &--1c�0 � W p Z BUILDING SECTION DETAIL # DRAWING #D ( / --- DETAIL CALL-.OUT DETAIL # RAWING # DESIGN BASED ON FLORIDA 0 A BUILDING CODE CEILING HEIGHT CHANGE G - ASCE 7 10 6TH EDITION (2017) TOTAL' 4422 SQ FT. CENTER LINE ' ' SPANISH TILE OIL 130 MPH ELEVATION MARKERHA 7) MECHANICAL S KE SIDING 101 MPH F.B.C. 6TH EDITION (20 SLAB RECESS EXPOSURE: SIDING F.B.C. 6TH EDITION (20 CONSERVATION 7) ENERGY FRAME BEARING WALL +.18/-.18 VIE, BRICK D ..INTERIOR WALL (NON-BEARING) 7 STUCCO FINISH. NATIONAL ELECTRIC CODE (2014) (NFPA 70) CMU MASONRY WALL N,F.P.A. 1012014 EARTH' ASCE 7-10: MINIMUM DESIGN LOADS THIS DRAWI GABLE END WALL A7.81 INSULATION Z FRAMED KNEEWALL DECORATIVE STONE 0 M1.81 DROPPED SOFFIT w PRE -CAST LINTEL/ HEADER SQUARE Q E FOOTAG E NOTES DESIGN CRITEI IA TWO STORY: FIRST FLOOR - FRAME SINGLE FAMILY RESIDENCE: GROUP R3 _ SECOND FLOOR - FRAME BUILDING TYPE: V - 6 &--1c�0 � W p Z COVERED ENTRY RISK CATEGORY: II DESIGN BASED ON FLORIDA 0 A BUILDING CODE WIND DESIGN BASED N. O - ASCE 7 10 6TH EDITION (2017) TOTAL' 4422 SQ FT. IFOUNDATION PLAN, NOTES, SCHEDULES, & DETAILS F.B.C. 6TH EDITION (20 7) RESIDENTIAL ULTIMATE DESIGN WIND SPEED = 130 MPH F.B.C. 6TH EDITION (20 7) MECHANICAL NOMINAL DESIGN WIND SPEED 101 MPH F.B.C. 6TH EDITION (20 7) PLUMBING EXPOSURE: B F.B.C. 6TH EDITION (20 CONSERVATION 7) ENERGY ENCLOSED BUILDING INTERNAL PRESSURE COEF.: +.18/-.18 VIE, F.B.C. 6TH EDITION 2 C 0 0 ( 7 FUEL A ) U GAS FOR 0 INDOWS/DOORS, SEE FLOOR PLAN FOR ACTUAL PRESSURES: X RV. F.B.C.. 6TH EDITION` (20 7) ACCESSIBILITY NATIONAL ELECTRIC CODE (2014) (NFPA 70) FEMA RULES & REGULATIONS N,F.P.A. 1012014 EXTERIOR ELEVATION DETAILS ASCE 7-10: MINIMUM DESIGN LOADS THIS DRAWI G AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID SQUARE Q E FOOTAG E NOTES AREA E CALCULATIONS E zoz CL gzoZ FIRST FLOOR m a cn 0 Ln aLu ha SECOND FLOOR N a 0 W TOTAL LIVING AREA ri a GN1 &--1c�0 � W p Z COVERED ENTRY O W Z Q N z V'W U- - ► W � COVERED LANAI aLou GARAGE(s) =�� z BALCONY Z= orn '~Z TOTAL' 4422 SQ FT. IFOUNDATION PLAN, NOTES, SCHEDULES, & DETAILS pz=� J ,o�� FLOOR PLAN i-- pWmW 5-1 Z J ti A2.81 .. _3OOu�'". City of Atlantic Beach, FL `<8O0 SECOND FLOOR PLAN o Q WY Q x Z FLOOR PLAN N NOTES, SCHEDULES, &.DETAILS SQUARE Q E FOOTAG E NOTES AREA E CALCULATIONS S.F. FIRST FLOOR 1795 SECOND FLOOR 1579 TOTAL LIVING AREA 3374 SQ. FT. GN1 JGENERALNOTES COVERED ENTRY 64 COVERED LANAI 3.17 GARAGE(s) 483 BALCONY 184 TOTAL' 4422 SQ FT. LU 1�1 it e W 1 C/7 C7 �O U U U Q L1.1 m U z fs F- Q 4M LIST OF DRAWINGS January 11, 2018 Ln CARIBBEAN ELEVATION C1 ICOVER SHEET - Index of Drawings 9 s GN1 JGENERALNOTES Ovan G. Drummond, AIA AR 96399 OFFICE Copy AR 96730 FOUNDATION PLAN AR 98560 A1.81 IFOUNDATION PLAN LC�L//! A1.N IFOUNDATION PLAN, NOTES, SCHEDULES, & DETAILS C 0 J o 0o FLOOR PLAN L °' , � A2.81 FIRST FLOOR PLAN City of Atlantic Beach, FL A3.81 '` SECOND FLOOR PLAN U- Q WY Q x Z FLOOR PLAN N NOTES, SCHEDULES, &.DETAILS L� 0. o n� W N 000 L C� m �� o EXTERIOR ELEVATIONS E0c6 E A5.81 FRONT & SIDE ELEVATIONS Z A5.1.81 REAR & SIDE ELEVATION, & ROOF SLOPE PLAN N a A5.2.81 ` EXTERIOR ELEVATION DETAILS .o BUILDING SECTIONS A7.81 IBUILDING SECTIONS Z z DIFFUSER LAYOUT 0 M1.81 FIRST FLOOR DIFFUSER LAYOUT w M2.81 SECOND FLOOR DIFUSSER LAYOUT 1 -■-1 oC to --,-ELECTRICAL LAYOUT x E1.81 FIRST FLOOR ELECTRICAL LAYOUT Lu E2,81 ISECOND FLOOR ELECTRICAL LAYOUT Z 'Z I—Z z a STANDARD NOTES & DETAILS D3 STANDARD NOTES & DETAILS co D7 STANDARD NOTES & DETAILS oC a D8 STANDARD..NOTES & DETAILS L W Q HOUSE ELEVATION ABBREVIATIONS -AB15R. FULL NAME ELEV. CODE MAN. MANOR 03 WIL• WILLIAMSBURG 07 PRO.. PROVINCIAL 08 CHA. CHATEAU 09 VER, VERSAILLES 10 CLA. CLASSIC 18 MED. MEDITERRANEAN 19 TRA. TRADITIONAL 20 COU. COUNTRY MANOR 21 F° HER. HERITAGE 22 CMN. CIMMARON 28 Py MSN. MISSION 30 CFT. CRAFTSMAN 31 SCL SPANISH COLONIAL 32 BOR. BORDEAUX 33 BRO. BROUGHAM 39 REN. RENAISSANCE 40 VIE. VIENNA 41 TUS. TUSCAN 44 CLS. CALAIS 46 ITV. ITALIAN VILLA 58 PBC. PALM BEACH 80 CRB. - CARIBBEAN 81 CST. COASTAL 82 LU 1�1 it e W 1 C/7 C7 �O U U U Q L1.1 m U z fs F- Q 4M M HEBESTOFMYmowumm,7HEDEsmmo(� icrwoN7M8 OBAWING CONMES Wrffi M AMIME MWNUN BOADM CODE IN EFFECT AS OF DATE of CmmcA=N BELOW. January 11, 2018 Ln A a � 967 � a s E� Ovan G. Drummond, AIA AR 96399 OFFICE Copy AR 96730 Q AR 98560 Sang-Yub Lee, PE 72328 LC�L//! Apprnved By Permit Desk C 0 J o 0o Building Department L °' , � r -- � � (A N Q1 , City of Atlantic Beach, FL >aca N V E UJI U- Q WY Q x Z J N u- — `a L� 0. o n� W N 000 L C� m �� o LJ.. E0c6 E = J Q a 0 N U n Z %o o 0 N a Q .o 0 z Z z P-4 0 i>m w V cC 1 -■-1 oC M HEBESTOFMYmowumm,7HEDEsmmo(� icrwoN7M8 OBAWING CONMES Wrffi M AMIME MWNUN BOADM CODE IN EFFECT AS OF DATE of CmmcA=N BELOW. January 11, 2018 Z A a � 967 � a s E� Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 LC�L//! LL C 0 J o 0o o� a L °' , � Z W U J N � � (A N Q1 , W °G v,, WL >aca N V E U- Q WY Q x Z J N u- — `a 0. J Q U 0. o n� W N 000 L C� m �� o LJ.. E0c6 E = J Q a 0 N U n < J -'ko %o o 0 N a H .o 0 z Z z P-4 0 i>m w cC LU to x N Lu W a z 0 W Z 'Z I—Z z a Q W LLI O Q O OC co p � - oC a a L W Q o LU J N N' Z 0 O6 p m m Q Z p p to oU _ Z O W Ui UU) U WCe LULUp ui cn 0U czn Z SERIAL NUMBER 1014.0 GENERAL NOTES DOORS & WINDOWS PLUMBING NOTES 1. IT IS THE SUBCONTRACTORSAL SOLE RESPONSIBILITY 0 DETERMINE ERECTION PROCEDURE L BEDROOMS REQUIRE AN OUTSIDE WINDOW Q OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE THESE PLANS ARE DESIGNED IN ACCORDANCE .WITH THE FLORIDA BUILDING CODE. PLUMBING USE OF TOOLS AND PROVIDING A CLEAR OPENING OF N N D AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN RESIDENTIAL HEIGHT & 5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44 OFF THE DURIN ER I FLOOR AND NO PAT ALL HOSE BIBS SHALL BE FURNISHED H G ECT ON. THIS INCLUDES, BUT IS NOT LIMITED TO THE ADDITION OF R OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54 A.F.F. U NISHED W/ BACK FLOW PREVENTERS AND. BE MOUNTED 26 ABOVE WINDOWS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOWSILL GRADE, WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE NECESSARY.' S 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 T EQUIPMENT, ETC. ' HE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL WINDOWS INDICATED WITH E OR EGRESS MUST BE MANUFACTURED TO CONFORM T T SHOWER HEAD O (EGRESS) 0 HE BLDG CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. HEIGHT OF SHOWER HEA '- " D AT MASTER BATH SHALL BE 7 4 ALL GLASS WITHIN24 INCHES OF ANY DOOR SLIDING GLASS D HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL RE TD THE BEST OF W 1010NUM nE cESR D1ncr®aN TM - DRAWING CDMKMS WIIN THE APAIC 9 NH MUM BUBDMG ODDE M ERW AS OF DATE OF COMFICAnON BHM.: . I FI OURS, ALL GLAZING AT TUB AND SHOWER ENCLOSURES AND WINDOWS LESS THAN 60r, ABOVET S AIR LANDINGS OR TREADSH S ALL BE 2 AR 7 M � Ovan G. Drummond, AIA �', STRUCTURAL DESIGN CRITERIA Manuel Gonzalez, AIA TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2017 FBC 2411.1.2 Q Javier Hernandez, AIA GENERALNOTES Sang-Yub Lee, PE 72328 -- O p z LIVE LOADS: ROOF 20 .PSF (REDUCIBLE) SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH Q .ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES RULES REGULATIONS AND RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. Ua'AT � N `C z Nv E RESIDENTIAL S NTIAL FLOOR, UNLESS OTHE 4 WISE INDICATED ' 0 PSF s SOLID WOOD DOORS NOT LESS THAN 1/ INCHES (35 MM IN THICKNESS,'SOLID OR HONEYCOMB CORE ) , 00 4-0 \/ W N no U Ca0m wMLno • Q — cn BALCONIES/DECKS. 40 PSF STEEL DOORS NOT LESS THAN 1/ INCHES 35 MM THICK OR 20 MINUTE FIRE RATED D s ( ) DORS. J Jt° CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. 0 STRUCTION. THE ARCHITECT SHALL BE N Cl, M ( w � OO STAIRS 40 PSF WHERE MASONRY OPENINGS RE QUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE w NOTIFIED OF ANY DEVIATION FROM THE PLANS PR PRIOR TO CONSTRUCTION. O _ � W � F- O ATTIC WITHOUT T STORAGE 10 PSF TREATED 2x$ STUDS MAY BE SECURED TO THE MASONRY WITH 1/4 DIA. x 3 1/2 TAPCON SCREWS 6 ,, � FROM EACH END AND 12 C C. ADDITIONAL FRAM / NG MEMBERS SHALL BE NAILED 1'O PRIOR STUD W/ DRAWINGS H SHALL NOT BE SCALED w V) LU O a c ATTIC WITH STORAGE` 20 PSF 30 PSF 2 R ,� O ROWS OF 10d. NAILS AT 10 C/C. u7 INSTALL SOFFITS PER FBCR R703.1.3 AND R616. ce m z J Ou.. W HABITABLE ATTICS SLEEPING ROOMS 30 PSF WIND BORNE DEBRIS REGION SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS AS REQUIRED). ( Q Q Z _O p � LU CON R CONCRETE C ETE UNLESS OTHERWISE INDICATED 3000 PSI EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE SHALL BE PROTECTED WITH :WINDOWS,.. DOORS OR SHUTTERS WHICH HAVE RECEIVED AMIAMI-DADS , d a p O z w ¢ w J w STRENGTH ' @ 28 DAYS ` OR FLORIDA PRODUCT AP CT PROVAL :NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE W = oo Z MINIMUM REQUIREMENTS FOR CODE COMPLIANCE.- IN AN EVENT OF A CONFLICT BETWEEN THE W ' o� V' N O +N-1 REINFORCING. WELDED WIRE FABRIC SHALL CONF RM TO ASTM A185 APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL mtop m ¢p V-% p, = W z � � ALL REINFORCING BARS ASTM A615-60 60,000 PSI PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. HALLEO p Z _ ~ cn ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI GYPSUM WALLBOARD z © 0 _¢ G z p O rz POLYPROPYLENE FIBERS FOR LA SLABS - .�. N GRADE MINIMUM 1.5 LBS. OF FIBERS PER CUBIC YARD �� r. .I �� PROVIDE 1/2 NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5 8 TYPE X GYP.' / .BOARD ON ALL '•'-' cC cn > CONCRETE - ASTM C90 01, STANDARD WEIGHT UNITS, _ �� �� fm 1500 PSI MORTAR TYPES 1800 PSI GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS STS ABOVE. GARAGE SHALL BE SEPARATED FROM THE �� RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2 GYP. BOARD APPLIED TO THE GARAGE SIDE. LU LU U3 � w z O O SERIAL NUMBER MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED , w ?u 0 � UNITS: DURING CONSTRUCTION HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS UP TO 8' ABOVE FINISHED FLOOR. p STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI 'U.N.O SHOP AND FIELD _ ED O STEEL. WELDS. ,E70XX ELECTRODES ALLB BOLTS CAST IN - CONCRETE. ASTM A36 OR ASTM A 307 ENCLOSED A - ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY ¢ � U SOFFITS PROTECTED ON THE ENCLOSED H D SIDE WITH 1/2 INCH GYPSUM BOARD. LU p WOOD BEAMS, RAFTERS, JOIST, PLATES: U. 1.0. NO. 2 SOUTHERN YELLOW PINE (19% M.C.) U N z FRAMING: - ROOF DECK: PLYWOOD C -C C -D EXTERIOR, or OSB w a cn � ce z FLOOR SHEATHING: T&G A -C GROUP 1 APA RATED (48/24) GLASS BLOCK w O _ _ WALL SHEATHING. PLYWOOD C C/C , EXTERIOR OR OSB MORTAR TO HAVE COMPRESSIVE STRENGTH: = TYPES 1$00 psi AT 20 DAYS -U VERSA LAM BEAM: Fb = 2900 PSI (2.)E) EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. j z z WOOD COLUMNS: PARALLAM 2.OE U. q.O. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. z¢ w ~ cG p WOOD ROOF DESIGN LOADS. TRUSSES: SHINGLE ROOF. TILE ROOF. BUILDING IDENTIFICATION w TOP CHORD LIVE LOAD: 20 PSF 20 PSF APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS SUCH - _ TOP CHORD DEAD LOAD: 10 PSF ' 20 PSF POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE f- O BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSE PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4" TALL AND 1/2" THICK AND CONT THEIR BACKGROUND. RAST WITH ow TOTAL: 40 PSF 50 PSF a W O a m U °C � WIND UPLIFT RESISTANCE: CE. 10 PSF 10 PSF STUCCO ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES H " SHALL BE 7/8 THREE COAT STUCCO LU O oG U Z SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL cC O UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD PLYWOOD PANELS. p a -LOAD, w BUT NOT EXCEEDING ACTUAL DEAD LOAD. z CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. WOOD FLOOR DESIGN LOADS: ti ia_ '� 00 I TRUSSES... DEAD LOAD: 20 PSF OUTDOOR KITCHENS �. z p LIVE LOAD. 4 F 0 PS ALL - l CONSTRUCTION WITHIN 24 OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. � O z � . TOTAL. 60 PSF CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE eG ¢ LU ce FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR ; LU GRILLS OR COOKTOPS. CL o >- LU.. FOUNDATION/SITE PREPARATION: ANCHORAGE :- m Q > METAL AND WIRE LATH: O O �- ¢ _ 1. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL I EARING PRESSURE OF 2,500 PSF, ,., 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. 2. ALL ATTACHMENTS Lu U) FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL B u COMPACTED TO A DRY DENSITY FOR SECURING METAL LATH WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL BE PLACED NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE O � OF AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMU A DRY DENSITY, DETERMINED IN TLED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS,.. V O cC v) ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT W '"' a p O � � F- . e "`` �, 2. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEP v : ,�y..LL .� � - NDENT GEOTECHNICAL ENGINEER OF 4D A 3 �>- GALVANIZED OR BLUE COMMON DRIVE N TO A PENETRATION OF AT LEAST /INCH AND BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH: METAL AN E D WIRE LA1�H SHALL BE �-. cC a O z . TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARA I ION EFFORTS. LOCATIONS' ATTACHED TO CEILING`JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF N0. Uj >- Q m c:v FAILING TO MEET THE GEOTECHNICAL ENGINEER'S REQUIREMENTS _Q SHALL BE RECOMPACTED 1 n 11 GAUGE BARBED GALVANIZED , ANIZED OR' BLUED NAILS 1/ INCHES LONG HAVING A HEAD NOT LESS THAN %INCH IN DIAMETER. z s cn AND RETESTED AT THE CONTRACTORS EXPENSE, AND DIRECTED BY THE ENGINEER. W' p WZ z = 0 Z 3. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN E EARING CAPACITY, AND THAT THE MIRRORS LU ao w COMPACTION REQUIREMENTS HAVE BEEN MET SHALL B Q MADE BY THE GEOTECH: ENGINEER. MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. ca p H.V.A.C. NOTES w ¢ z= p w TERMITE SPECIFICATIONS: THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING- : CODE. En w MECHANICAL, RESIDENTIAL, AND ENERGY CONSERVATION O cn W z _ w F.- SECTION R318 PROTECTION AGAINST TERMITES` MOUNT ALL THERMOSTATS AT +4'-0" -ABOVE FLOOR. � >- ¢ a COPESTICIDES � TERMITE PROTECTION SHALL. BE PROVIDED BY REGI BAITING SYSTEMS AND PESTICIDES AlLIED TERED TERMITICIDES INCLUDING SOIL APPLIED LIED TO WOOD OR -OTHER APPROVED M METHODS ALL INTERIOR &EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE Q C L.7 cC w Z z O > F-, OF E TERMITE PROTECTION LABELED FOR USE A PREY SECTION 202; REGISTERED TERMITICIDE). UPON CO NTIVE TREATMENT TO NEW CONSTRUCTION SEE ( PLETION OF THE APPLICATION OF THE TERMITE WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY Q THE LOCAL BUILDING CODES. THE H.V.A.C. CONTRACTOR SHALL PROVIDE SHOP DRAW DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. O N O F- w PROTECTIVE TREATMENT, A CERTIFICATE OF COMP ANCE SHALL BE ISSUED TO THE BUILDING ELECTRICAL NOTES _ U, z cn LU z DEPARTMENT BY THE LICENSED PEST CONTROL COM THE BUILDING HAS RECEIVED A COMPLETE TREATM ANY THAT CONTAINS THE FOLLOWING STATEMENT... NT FOR THE PREVENTION OF SUBTERRANEAN THE DW GS. ARE DIAGRAMMATIC &INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. _ O w cn LU w z TERMITES. TREATMENT IS IN ACCORDANCE WITH R LES AND LAWS ESTABLISHED BY THE FLORIDA �� r ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECTS ATTENTION PRIOR TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. O DEPARTMENT ENT OF AGRICULTURE AND CONSUMER SER ICES. z u.i � >. NOTE: ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL. CODE & ALL CODES, oC p op a 1 ) TREATMENT SHALL. �� REGULATIONS & RESTRICTIONS HAVING JURISDICTIONS. cC z p LU O W . > VOUTDOORS, � METHOD -0F BE APPROVED _ H OR BORA CARE PRODUCT METHODS MUST B BY THE GOVERNING JURISDICTION LIQUID BORATE DETERMINED AT PERMIT STAGE AND PRODUCT _ . GROUND FAULT CIRCUIT PR OTECTION ALL 120V SINGLE PHASE 15 & 20 AMP OUTLETS INSTALLED IN BATHROOMS, &GARAGES SHALL HAVE GFI CIRCUIT BREAKERS RECEPTACLES. APPROVAL DATA MUST BETON FILE WITH THE UILDING DEPARTMENT. OR , zz = p U5 O, z - 2 PRESSURE R ) SU TREATED LUMBER THAT HAS BEEN UT OR DRILLED THAT EXPOSES UNTREATED SMOKE AND CARBON MONOXIDE DETECTOR S SHALL BE HARD WIRED (110 VOLT TYPE) TO cn � ¢ LU w ¢ - , PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. NON -SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO _ N z THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. ER UPTER. SMOKE AND CARBON MONOXIDE a p W , cn O 'OPTIONAL BORATE APPLIED TO ALL FRAME �� MEMBERS WITHIN 24 A.F.F. H H, DETECTORS SHALL BE PROVIDED W/VISIBLE POWER ON INDICATOR AND A TEST BUTTON WITH 'CC cC U)N BATTERY BACKUP P SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. ce¢w z Z w ALL ELECTRICAL SWITCHES SHALL BE 48 A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" FROM EDGE OF OPENINGS. w _ p U ALL WALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHER WISE NOTED. w ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN AR - ARC -FAULT INTERRUPTER PER NEC 210.12 W p w En O 0 CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY, THE LOCATION OF SERVICE AND = U WF- oC z SHALL LOCATE METER AND PANEL AS REQ UIRE D. < z � z "- VERIFY ALL CONDUCTORS AND BREAKERS W EQUIPMENT / Q MENT MANUFACTURER SPECIFICATIONS. E O N g z z�� O ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30 A.F.F. Z o p O � z w4 IN EVERY KITCHEN FAMILY LY_ROOM, DINING ROOM, LIVING ROOM, PARLOR,. LIBRARY, DEN, SUNROOM, _ .� ,¢ BEDROOM R ECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA ALL O z c� (na �-- W 125 VOLT, 15- AND 20- AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. CE THERE ARE NO EXCEPTIONS. O o m a- > W w in z w�iZ¢ 0ot�,.,ww ,--4 z v aw O W N (� W rr ^^ V in CD _¢ W FE Q Z z O C n w W 3 oc °° W CZ=� to U) F- w� LL p W m W _1 z J LL Q F- _j O' w ¢UOO �\ p Z �I TD THE BEST OF W 1010NUM nE cESR D1ncr®aN TM - DRAWING CDMKMS WIIN THE APAIC 9 NH MUM BUBDMG ODDE M ERW AS OF DATE OF COMFICAnON BHM.: . I FI , 2 AR 7 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA _AR 98560 Sang-Yub Lee, PE 72328 Uj ON o � J � T-4 000 Ln _ 06 Ua'AT � N `C O,`� Nv E M V J LL Q W =LL z �. ` , 00 4-0 \/ W N no U Ca0m wMLno • Q — cn -000 E'It N a J U J Jt° d• t0ON N Cl, OO z w O Oz '-" c w c LU tij u7 w W z Z w J Q Q Z Q O cC d W p w J w Z W ' o� V' J +N-1 s Ui o mtop m ¢p z � p U cn W z © 0 rz U _jW(D ITU �9cl ca LU LU U3 SERIAL NUMBER Z w0.-� Uj Q >;LU � T p Z .n 00 s W 967 73'_2" _ ce O '""'LU ~ZZ=p HB W O t_ " 8 0 65I -2u cc z ca 0. 1 0 7 0 8 4 4 10 O w -' W J O W 4811x 48"CONC. nw. �`p J L----------_ SLAB:3 w O�Z F- O Ii W = ca w ~ O ^ Im I I _I II "' I I WATER d SOFTENER LOOP HB _ pow�� = _ t � --- i -i- Q� t Z W J W Z O 2 O it 0 DF�-Z U3 Q O Uj Q Cie wL.0 z V Oce a d w = O 3 a � LU zz Q W _ J H Z Q O C9 � oco d W a -_j m LUa do cc a z0w a , ce ce (.± i W Z Co Boz LLJ u7 a W 00 ON O >- ch W m a > J O J J �.._ a op_ L1_ W to o (A 0 w 0-0 A a O Z A7.81 LU >-p ca v oWZU) to 0 C9 ¢�c�n LU co m w w4Q0 � Uj =U) -% cn O V) Uj LU Z f.= 22 U) a. W m z w w z -,0�' � 3ZV= wzvi p X WJ U) LU 0 ~ Q W ce GC Z W Q E— oC WW 1 V) A p A7.81 U U U 'Q W m U N -I Z F_ Q W Uj Q >;LU � T .n cv a s I 967 O ~ZZ=p HB AR 96399 Manuel Gonzalez, AIA AR 96730 ❑ -----------___._L_J L_J_.----------- 72328 W -- --__ J L----------_ -___ O Go F- �. Z LLI V Q _jJ c)) ]Lit I I -� - j LL U Q W z W Q LU -r- Z i 0. o -pp0 4 >` n W (A 0OJ L C m w �m LL Q _N o E 006 E U N u M _ %Q D o 0 W V, O 16'-311 1 71-011 - -. - - - - - 1 _1111- N 1_ 3 11 4 0/ 1-811 11 1-g z o 0 ---� 0 o z ,�, GAS LINE TO COOKTOP ww w w o, Uj 81_011 ... "Ft7 V I 11 v z 21-11 a Z z < LU p = u7 w73'-2" Z E3o z M JR.27'-9" o Q -I `n a w p0 W ui �W=ce O Z 00 Z Z LLLn ZON g rI Ir I,-. I , N ARIES zbo� r p GAS LINE TO TANKLESS W.H.. �� 6 PLUMBING' I 0 a -W W p WALL, TYP.77 Q I U p Z' w w z Q w z , O � p SCALE: 1 41I _ 11_ II / 0 CARIBBEAN _ �— LW- Q w UN0 co Z O'"' � CL U SLOPE SLAB @ (n u7 0 �u � �u LU ca LU LLJ i i 2 N i i ; 1/8" PER FOOT I r Ir I A1.N P I — - _ 7" 19' N ! i I I I I I I CI O _ - _ - _ I n I p N lfl ri O N it 1 i - f 1 r------ N L J --------------- -- ------- A1.N -------------- -- Tl - P. 201-2f'5 0 II I e� ko rl II O T. _II II T:O PAD (TYP. OF 4) STEP - w STEP �'�' BO O------ N -- ---- M ,-I =rM.n., SLOPf,,YAVERS :0 -0" L �� I n o 00 L-- 6 o. 00 1 "PES If /8 FST, 6 FINISHED FLOOR 61-1011 = co 71 NOTE: FIN. FLOOR TO E 18 - - - - - - - - - - Ln a MIN. ABOVE CROWN 0 ROAD - = o - _ 1011 II �n61111-21 II I0 .0_ -51-6 612Ln .. - 1 x r I - °° S OPE AVERS o0 00 --------- / PE FOOT_ 15 -911r I co o0 _ L-------- II---------------- ------------- __ I r J I CD 6" PLUMBING WALL ---i L---------------- -' PAVERS ON STEMWALL � �----- ' I I I ' ' 101 0I_0II -----=--- IG _ ,�------�__ -- _ ---- ----- I 'I I I I II I i , I T.O. PAD. (TYP.) I I I I I I I o L_- -__ L----------------- -- I I L_ I''r-] IL __JI C--�I ,-i +-I _j 00 I O N fV o PROVIDE ELECTRICAL T-100 CHASE TO ISLAND o O. - '--L-------- nE----� j r---- -- -T- --------------- -----------------L1------ fI -------- r ---------- -------------------J.... FF� N _ W Q E— oC WW 1 V) A p A7.81 U U U 'Q W m U N -I Z F_ Q W LL criPzFo uj w�cca W, 0 Z Q 0 0 = u'i O � cC r w co p�_zz w DDITIONAL NOTES, SCHEDULES, & DETAILS J NOTE. STEMWALLFOUNDATION 0 oLI_ AN BE FOUND ON THE A1.N SHEET. UR : oCH � FE TO THE BEST OF MY KNG O(F, THE:DEBIGN DEFICIED ONTH 9-- DRAWING C014UES.WAN THE MMCW ININIMUM BUILDING Uj Q >;LU � T .n cv a s I 967 O ~ZZ=p HB AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE , 72328 W O W Lr).J Z Q _j O Go F- 4) aJ00 Z LLI V Q _jJ c)) W °c O > co c Q - J �`0 j LL U Q W z W Q LU -r- Z i 0. o -pp0 4 >` n W (A 0OJ L C m w �m LL Q _N o E 006 E J aJ N u J Q %Q D o 0 W V, O 16'-311 1 71-011 - -. - - - - - 1 _1111- N 1_ 3 11 4 0/ 1-811 11 1-g z o 0 ---� 0 o z ,�, GAS LINE TO COOKTOP ww w w v� Uj 81_011 ... "Ft7 V LU 0 g 11 v z H a Z z < LU p = u7 w73'-2" Z E3o z M a o Q m a w p0 W ui �W=ce O Z 00 Z Z LLLn ZON g rI -(n p' N N zbo� r p ao� 0 a -W W p SLAB LAYOUT Q p U p Z' w w z Q w z , O � p SCALE: 1 41I _ 11_ II / 0 CARIBBEAN _ �— LW- Q w LL criPzFo uj w�cca W, 0 Z Q 0 0 = u'i O � cC r w co p�_zz w DDITIONAL NOTES, SCHEDULES, & DETAILS J NOTE. STEMWALLFOUNDATION 0 oLI_ AN BE FOUND ON THE A1.N SHEET. UR : oCH � FE TO THE BEST OF MY KNG O(F, THE:DEBIGN DEFICIED ONTH 9-- DRAWING C014UES.WAN THE MMCW ININIMUM BUILDING CODE IN Of= AS OF DATE OF CERIMCATM BELOW. January 11, 2018 .n cv a s I 967 ED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE , 72328 W _j O Go F- 4) aJ00 Z LLI V Q _jJ c)) W °c O > co c Q - J �`0 j LL U Q W z _! v► � LL J UN 0. o -pp0 4 >` n W (A 0OJ L C m w �m LL Q _N o E 006 E J aJ N u J Q %Q D o ON N G. O z o z �.. u7 ,_LLJ , ww w w v� LU W z LU 0 g :Z z H a Z z < LU b Z E3o z o0 a o Q m a w p0 W ui .Q U N w N N r p I 0o p _ w Ln co Z O'"' � CL U 0 '% (n u7 0 �u � �u LU ca LU LLJ SERIAL NUMBER 1014.0 zU_ ..� p oz z a zcn° SLAB LAYOUT NOTES: FFISEEENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS. 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE 4 ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. INDICATES DOOR OPENING �� W.pa i_ J SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 ec TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, AS CONCRETE ALLOWS WITHOUT RAVELING OL,°w O O J C ce ca wOn Q V O Z OCn N w 1 SAW CUT DETAIL ;t ce z m ., A1. N` SCALE. 3/$ - 11-011 `Uj tea - w GOCZw Q W O _ 2 Q Q cwi� °C~O 5- o > Q ce o cC Z m 0 w c C7 V W IL Z LU ao - U 12 w p adz U AR 96 0 O w Q J FRONT WALL F 0 0 GARAGE, LU m aj O a �D� RECESS Ovan G. Drummond, AIA rn w IN SLAB „ II - PROVIDE 1 1/2 D x 5 W ="H RECESS AT GARAGE DOOR AR 96730 Z a E~ z LU cn W.W.M.-PLACED IN UPPER . _ o O GARAGE 1/3 OF SLAB OR`FIBERMESH Lee, PE ec cn Q REINF. PER PLAN SLAB J W_Z O O � _ II 1 0 w ca w H Z U W O 1/8n (MIN.) SAWCUT x 1/4 OF a cn o U3 ¢ `Z J SLAB THICKNESS SEE FOUNDATION PLAN FOR LOCATION V 'ce N O1 N c FIN. FLR. 0 N OW ce W Z V U Qa LU d' LU v cn 21 w pC Z M L. U ` 0- w � O _ _ OQ 2-�- z u zLU a. PLAN 5 E F- Opp W �� W.pa i_ J SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 ec TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, AS CONCRETE ALLOWS WITHOUT RAVELING OL,°w O O J C ce ca wOn Q V O Z OCn N w 1 SAW CUT DETAIL ;t ce z m ., A1. N` SCALE. 3/$ - 11-011 `Uj tea - w GOCZw Q W a o z U.1 m _ 2 Q Q _ o > Q W W �N o 0p� c C7 V W IL Z LU ao - U o cc � U a o z U.1 m _ 2 Q Q U o > Q W ZLn w zU)0Z Q ,.� w c C7 V W IL Z mmW� J � W Q AR 96 0 Z � 0 w S w w o_cn J J FRONT WALL F 0 0 GARAGE, W Z 6 FE a �D� RECESS Ovan G. Drummond, AIA �!% .� a >- IN SLAB „ II - PROVIDE 1 1/2 D x 5 W V cc w RECESS AT GARAGE DOOR AR 96730 cn 0 LU cn _ z U_ GARAGE PROVIDE 4 1/2" D x 8" W Lee, PE u,Z� o w cn Q SLAB RECESS SLAB cnwoz � w O = _ II 1 0 w ca w H Z U r Z V C W G BRICK PAVERS a J _3OOU- J GAR. V cc z wO N O1 N c FIN. FLR. 0 N OW W �Q V zz d d.v z a M L. U ` 0- w cj, U.1 = Z _ . • a - (—I �— - „ WALL PER ' III OQ w � a. PLAN 5 E F- Opp W J 4 J a %D ON _ W W ——, LU p o uZn p LU o Z En a U_ z z 0 g z z PLAN VIEW ob0= Z w � Q = SECTION GAR DOOR aoZ& to�wQ _ 2 Q Q U o > Q OF O w c C7 V W IL Z U W ga AR 96 0 J 0 a �D� RECESS Ovan G. Drummond, AIA z IN SLAB AR 96399 Manuel Gonzalez, AIA a AR 96730 W'®° LU cn _ AR 98560 GARAGE U Lee, PE DOOR Q U e SLAB _ RECESS 0 w ca w H Z U z g O a J _3OOU- J W W . V Q H J N O1 N c 0 N OW = 00e - dN4t TI M L. U ` 0- V0. O c N '00 O C()0 m OQ 1� Ln 0 Ln E F- J 4 J a %D ON aoZ& to�wQ 2 Q Q o > 1 SCALE: 3/4" = 1'_0," OF O � w z w z �-- C7 V W IL Z W ga AR 96 0 aUjw 0 a �D� ._ Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA Z AR 96730 W'®° Javier Hernandez, AIA _ AR 98560 o z = rn vioo� Sang-Yub Lee, PE I— U e W _ r 0 w ca w H Z U w C) (71 ,-I 00 J _3OOU- Z W V T07HEEBT OF MY IQi0WlE0GE,'fHE DBICili DBICIID ON 7H[S DRAWING COMPLIES WIiH THE MPLI01BlE MDOlfUMBUIIDING CODE IN �f A$ OF DATE OFGERTIFICATtgI BROW. January 11, 2018 OF O o AR 96 0 a �D� Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W LL w C) (71 ,-I 00 Z W rr�tt V Q H J N O1 N c 0 N OW = 00e - dN4t . -,MLV Q kD = z L. U ` 0- V0. J Q c N '00 O C()0 m 0 0w 1� Ln 0 Q . E F- J 4 J a %D ON 4. O p Z O cnLU toLU _ Z W Q Z w, O � z J F- z T Z LU H w O O m m 0 o - Ed p LJJ t•- w. Q V N W Q` N Ln N N4►.-' Z O V � c D r m m Q Q 3 � � LU J a cd V) Q UJIZ LU 0 z Z � z a. o Z W ca LU O Lu _ c=n I LL (n Z SERIAL NUMBER 1014.0 0 U) �r w WZ6.F— 0 -_-_-_---- --- I "_ I `�' z O I1 ---- 00 Z DW � I I Z o Ulu a� n Lfi 0ww� o > � cn 0 o , _ _ J I I � LU I � � o o B 0 z o "' - - - BREAKFAST AREA ao I LINE OF 2ND -/- u _ O LU M ce AR 96730 "' J AR 98560 Sang-Yub Lee, PE i0' [8'1[ 41-411 11-811 W m ONo O 00 48.0 8.8 Ln ccz 0 w J 73'-211 N N _ R. 1= v, Q 81_011 w O Q M V L- W =z �U- U W s CL 4. U co O` O In 00 c pp L C R . C 0 !� LA: J a in w n. Z Q � � 0 7 0 INN 22f-511 rUj V 0 �o W 0 z O z Z r-1 w x m,- � �-- 0 tou „ ,- 8 4 4 10 w CARIBBEAN oW ADDI, � ADDITIONAL NOTES SCHEDULES & DETAILS w CAN BE FOUND ON THE AM SHEET. rr nn V O W � Z Z oC Z_ Wm E3 0 m o o O 0- i= oC Q Q oc a w o ¢�z _ V N J N N oz c6 o � >cU) m m Z Qw Y 0 ,, o Z51 0 �o� _ Z J 00 Z � ................. � o rz ce O N �2 V 0 J (n - O ce - - - - - - - w oG LUca t=ip I a�*...*-*.i;.- c=n z SERIAL NUMBER 1014.0 WOOD `BURNING II LU 0 oc z I ;>: ::;: FIREPLACE o I I 1 n FRAME HEADER :: 1 11 18 -10 M 1 H I I 61-211 LU 0-ce .0 L_ OUT TO MATCH c Is -- ...._ LU -- BE = o COLUMN WIDTH >- z 1 TYP. ABATH Uj �I-0 0 -10 Uj w =oa _, ,-, '� I I B , 101.01r CLG. PO 9u- 1 I 1 6 Da m 1 - 5 0 W o I I °° °° _ o ¢vO 0 0 o L GREAT N Z W ROOM _ W 10'-0" CLG. I M 6'-10" Uoz oc a I I COVERED MT 1 o �,�, 0KS IRS f LANAI "' I o z W I = 10'-0" CLG. 31-711 m ¢ > w J o a 00= L- -' = I I a 36"' H. 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TO '� 1 11 \.I AHU #1 X I TWO CAR BE VERIFIED BY PM II II II I 1 O � L NI I I - - I -�= =-� I x I GARAGE - RECESSED AIR- I I 101.Or1 CLG. ; o II , N 1 HANDLER IN CL 1 IL _ �I I CONTINUOUS T I W STUDY � 1 HANDRAIL 10'-011 CLG. w < LINE OF I F- a, ao SECONDI FLOOR STEPS ABOVE 10] 13'-5" I I W GE --------- - _ 2 00 - . 1 O _ N = 0 TWO-STORY9 V./ TOR / 0 -4 M I ,,, HALL FOYER V 1 IF - _ 10 o I - NTRYI �, 10 0 CLG. _ 201-4. CLG. 1. A L) 1 11 _1 _ 1- A 11 1_ 1 CLG. 1'-2" 81-811 :•. - 137 I 77 6 6loi i2 88 �- «, o A7.81 _ V G. # I PAVERS Q M L' o I W W30 T- : — :: 00 W 00 r .. 1 ' 'i: V. 1 _ 11 1 ;: - 1-4 I - N 13 4 1 4; ;.; ... 12 � oo P--4 ::::3 to --- - - -- -- ttARCHED �r .:.. , I PANTR = In l +-+__3 OPENING SEE 9 u 0 0 CLG I ::. I I 2 GOU MET II 1 REF. DINING ROOM I I ELEVATIONS I I G[ II _ _ 11 1 _�1 __7 90TO100 0 _ A7.81 KITC EN Lu I I I I FOR DETAILS - COFFERED CLG 1— E- w � � - 10 0 CLG.. � z c.� .� w I w _ N SINK W/ DISP. LU z I z z '"� 10'-0" CLG. X u, cn rn ,� I, 6 0 J J - w W W O I 1_ TI 1_ n �,,� 11 cn f 11 300 0 61- 7 Z w OOKTOP WQ ? 836" 1318" iB18" 633" �- cn Q I `� _ - ° _ - z z Z ------ — o _Ili; N OVE UUj)J Q i W36 W36 W33 tl�;::•:.�:::.�::.�:::.... W :••y •iiiii?i3i:ttiiiiii•;:iii5ii:•i:•i:• a (n N Hg I O GAS LINE TO ce o o w 1.011 COOKTOP LU =o 1 Ix' oner 7_0 4.5 301-111 U- oW z� LU 81_011 ' 481_611 Z0Z�_ Z 0 CL CAIZ Z�W'� E3z H a W ED Z W Z 03 W Q ZVu.lo CC W d 232 Q W wCe o zUj o FIRST FLOOR PLAN �11 _ 1._ 11 U.1 m SCALE: 1/4 1'-0" Z J J t.a -� �ooLL. ¢8F -o ' _o 0gg0'- U-3 11O11 = --- TT -1 --_+1tI- -_-- -_-_-_---- --- - --, - �B18"TEO- O I1 ---- _ n 167 -10 6-4 DW � I .----- � 731_211 65'-211 10'-7%" 15'-4%1I Do1 I UPGRADE , GAS LINE TO SEER 17 TAN S W.H. KLES I _ a I HB 0 ........... ....:............... ............ M WATER ' " 2 , SOFTENER ' 15'-1" 211411 LOOP 211.911 I 6 4 PROVIDE FINISHED ROOM 9611x7z"x3011 10'-0" CLG. _ RECESS FOR AHU i 22x36 ATTIC j� I 1 F7 71__ = ( ACCESS NICHE, SIZE &LOC. TO '� 1 11 \.I AHU #1 X I TWO CAR BE VERIFIED BY PM II II II I 1 O � L NI I I - - I -�= =-� I x I GARAGE - RECESSED AIR- I I 101.Or1 CLG. ; o II , N 1 HANDLER IN CL 1 IL _ �I I CONTINUOUS T I W STUDY � 1 HANDRAIL 10'-011 CLG. w < LINE OF I F- a, ao SECONDI FLOOR STEPS ABOVE 10] 13'-5" I I W GE --------- - _ 2 00 - . 1 O _ N = 0 TWO-STORY9 V./ TOR / 0 -4 M I ,,, HALL FOYER V 1 IF - _ 10 o I - NTRYI �, 10 0 CLG. _ 201-4. CLG. 1. A L) 1 11 _1 _ 1- A 11 1_ 1 CLG. 1'-2" 81-811 :•. - 137 I 77 6 6loi i2 88 �- «, o A7.81 _ V G. # I PAVERS Q M L' o I W W30 T- : — :: 00 W 00 r .. 1 ' 'i: V. 1 _ 11 1 ;: - 1-4 I - N 13 4 1 4; ;.; ... 12 � oo P--4 ::::3 to --- - - -- -- ttARCHED �r .:.. , I PANTR = In l +-+__3 OPENING SEE 9 u 0 0 CLG I ::. I I 2 GOU MET II 1 REF. DINING ROOM I I ELEVATIONS I I G[ II _ _ 11 1 _�1 __7 90TO100 0 _ A7.81 KITC EN Lu I I I I FOR DETAILS - COFFERED CLG 1— E- w � � - 10 0 CLG.. � z c.� .� w I w _ N SINK W/ DISP. LU z I z z '"� 10'-0" CLG. X u, cn rn ,� I, 6 0 J J - w W W O I 1_ TI 1_ n �,,� 11 cn f 11 300 0 61- 7 Z w OOKTOP WQ ? 836" 1318" iB18" 633" �- cn Q I `� _ - ° _ - z z Z ------ — o _Ili; N OVE UUj)J Q i W36 W36 W33 tl�;::•:.�:::.�::.�:::.... W :••y •iiiii?i3i:ttiiiiii•;:iii5ii:•i:•i:• a (n N Hg I O GAS LINE TO ce o o w 1.011 COOKTOP LU =o 1 Ix' oner 7_0 4.5 301-111 U- oW z� LU 81_011 ' 481_611 Z0Z�_ Z 0 CL CAIZ Z�W'� E3z H a W ED Z W Z 03 W Q ZVu.lo CC W d 232 Q W wCe o zUj o FIRST FLOOR PLAN �11 _ 1._ 11 U.1 m SCALE: 1/4 1'-0" Z J J t.a -� �ooLL. ¢8F -o ' _o 0gg0'- U-3 11O11 = --- TT -1 --_+1tI- -_-- - _H g0 I �t+a , O I1 _ n 167 -10 6-4 21.011 I I = I TRELLIS ABOVE _ L--------_ - I TYP dl Lfi r , C) J I I *k - - - ao I LINE OF 2ND -/- u _ O a I FLOOR ABOVE AR 96730 "' J AR 98560 Sang-Yub Lee, PE i0' [8'1[ 41-411 11-811 W ONo O 00 48.0 8.8 Ln U 73'-211 N N _ W 1= v, Q -> coo CL L N I- I: w O Q M V L- W =z �U- U W s CL 4. U co O` O In 00 c pp L C R . C 0 !� LA: J a Q � � ON d INN rUj V 0 o 0 z O z Z r-1 U) tou °C w CARIBBEAN IU ADDI, � ADDITIONAL NOTES SCHEDULES & DETAILS w CAN BE FOUND ON THE AM SHEET. rr nn V O W � Z Z oC TO THE BEST OF NY MOWIEDGE, THE DEBIGN DEFICIED ON THIS DRAWING COMPLIES WITH THE AMWABIE NUUNUN BUDDING COBE IN EFW AS OF DATE OFCE0. VICATION BELOW, January 11, 2018 R 967 . , Ovan G. Drummond, AIA AR96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W ONo W 00 Ln U Q H J_ N N _ W 1= v, Q -> coo CL L N I- I: w O Q M V L- W =z �U- U W s CL 4. U co O` In 00 c pp L C R . 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METAL � z � .� =D ui w RAILING W/ PICKETS O m m _L SPACED TO i p J F-1 p �, REJECT A 4 W z z w 3: ui -' SPHERE DC 13 C7cnaw z p' - g t 11 I 1 II 515 1 5-1 1 11 6-0 i 11 II 3-0 A O t7 oc w ;g z�o�o ROOF _„UVi T NAL ADDIIO _ N NWW 6 6 O O d-ADD pz _ w 0 z V' CC = O rl TEMP. f— w eC G BELOW Z 0 DC -eCa.p o a � o BOX OUT BEAM I 0 = TO COLUMN Y zz z C7 J WIDTH 10 W w a 42” WALL ;: a0In0 0 1 m ce in j 0 Z w 3 O I- U ex LJJ 81_011 TO THE BEST OF MY KNOWUDGE, THE DESIGN DEPIC'ID ON THIS DRAWING COMM B WITH THE APPLN'1J'BlE MOIINWA BUILDING M 401_511 LU I O 00 zzo� 161_111 10 11_011 71-011 11-911 12'-7" 15'-2" , � 7'-311 wo�� 8'-1011 Q I I i F BOX OUT BEAM ° s q +-t Z W w ® TO COLUMN - W M W oc �'LaJ ¢=3 1011 7'-2" a 10' Javier Hernandez, AIA WIDTH 42" HIGH GUARD RAIL AR 98560 Sang-Yub Lee, PE - W PICKETS SPACED 72328 t' A SECOND FLOOR 10" -' TO REJECT A 4 DIA. 421 WALL A7.81 l0 FLAT SOFF SPHERE CARIBBEAN CAN BE FOUND ON THE AM SHEET. (.� J O O Q U 1- 0 i U (IYP. CC. 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M O 0 :: .: ENCLOSURE. rz O SLOPE 1/8 „ GAS LINE TO DRYER � _ 11-811 %" ,, CURB c -- :'. :• BOTT. @ _ -1 FIN. FLR. -o ru LU cn Lu (n- PER FT. uj cn z SERIAL NUMBER 1014.0 PROVIDE _DRIP PAN co ,4 COVERED BALCONY g" UNDER WASHER 00 M 1� c I I - M = M` N 91-011 CLG. •;:: 101-611 �o ° �4z• M :::; N NICHE, SIZE & LOC. TO 7 BE VERIFIED BY PM DBL.R&SH - --------------- ----- - �- _�� -__..a I [_ �I ��V. -------- ......... .... J I I ►5. b1D.SPAC� - � I n L M - 41_111 9t -1n 1t 6 10" SQ. DECO. ROOF BELOW : :: _o W.I.C.� I.0 i I I _ -��-----� 1_51 5`-411 = oAK I -` CANT. HANDRAIL LOFT - COLUMN. SEE 11 11 10 x10 AI 1 Ii , _ I t_ 1� 9 Q, CLG. L ELEVATIONS ELE ATIONS 9 -0 CLG. - - - � I JUMPER r 36 ABV. = N A _ O ,FOR DETAILS ..., I x I I S � 13 NOSING F - 11 1 11 '` 7 -0 1 It — 101-811 - - I L 11 4 -10 11 �'� - - �-+ bo 1: .__ _�' l I �-, '-1 ' 42 HIGH RAILIN ........ : - 8 0 LAUN 9 -0 CLG. ..:: ..... ::: 10 R&SH _ T WITH:. BALUSTRAI IEGo .. ::•:: COV RED ATTIC tl 1 1i , :: , .:.. 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SITTING AREA _ - ZD N O 9 _ 0 CLG. _ - M ao O , • M O O A O _ 10 i 1_ 11 3 10 41_0 R 1- 11 102 i . 11 61_10 '-11%11 6 V 210117,-2 431-911 7'-3" - „ 6 0, 41_811 81-1011 641_611 r - I I TO THE BEST OF MY KNOWUDGE, THE DESIGN DEPIC'ID ON THIS DRAWING COMM B WITH THE APPLN'1J'BlE MOIINWA BUILDING M u- Zn L,,_® t,zF--LL_ LU I O 00 zzo� r V I M LU � I wo�� Q I I i F CD -,---- ° s q +-t Z W w ® ------1 c.> En TO THE BEST OF MY KNOWUDGE, THE DESIGN DEPIC'ID ON THIS DRAWING COMM B WITH THE APPLN'1J'BlE MOIINWA BUILDING M u- Zn L,,_® t,zF--LL_ LU I i O 00 zzo� r V I M LU � I wo�� Q CD -,---- ° s q r Z W w ® ------1 - W M W oc �'LaJ ¢=3 a vi IE V Javier Hernandez, AIA 42" HIGH GUARD RAIL AR 98560 Sang-Yub Lee, PE - W PICKETS SPACED 72328 t' A SECOND FLOOR 10" -' TO REJECT A 4 DIA. -a, A7.81 l0 FLAT SOFF SPHERE CARIBBEAN CAN BE FOUND ON THE AM SHEET. (.� J O O Q U 1- 0 i U (IYP. CC. O,,� >G C- 'LNv o • J V _zCL U` _j a 0 015 UV0r- Gom III c`612 Qo • — E pv E ¢ 1ttJ 1J1 as N U' ' tJ Q FLAT SOFFIT, SEE a ON N a LU ELEVATIONS FOR DETAILS O Im M z U o - z�%%.. 1— N w .J F— Q _ cn LU LU Q Z 0 w g .Z H zW p Q o � � p O 0 � DC oC a i o W DC 13 p' O U J c.> En TO THE BEST OF MY KNOWUDGE, THE DESIGN DEPIC'ID ON THIS DRAWING COMM B WITH THE APPLN'1J'BlE MOIINWA BUILDING M u- Zn L,,_® t,zF--LL_ January 11, 2018 O 00 zzo� r Ln ,--� •moo oo M LU � wo�� Q LU p Z LU 'U- M C ° s q r Z W w ® • - W a® AR 96399 oc �'LaJ ¢=3 a vi IE V Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE W 72328 t' p z w SECOND FLOOR PLAN �-- O 0% ADDITIONAL NOTES, SCHEDULES, & DETAILS 0 G1 rl CD o z m J z J_ . 11 _ „ SCALE. 1/4 - 1 -0 CARIBBEAN CAN BE FOUND ON THE AM SHEET. (.� J O O Q U 1- 0 i (n N A N cls CC. O,,� TO THE BEST OF MY KNOWUDGE, THE DESIGN DEPIC'ID ON THIS DRAWING COMM B WITH THE APPLN'1J'BlE MOIINWA BUILDING CODE IN EIf aAS OF DATE OF CBMI CATION BSM. January 11, 2018 ' M r m W � AR 967 v ° s q • Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 t' /W/ 1..1� O 0% w J 0 G1 rl CD Ln .� U Z ,Q„ J NLU (n N A N cls CC. O,,� >G C- 'LNv o • J 0 M _zCL U` _j a 0 015 UV0r- Gom III c`612 Qo • — E pv E ¢ 1ttJ 1J1 as N U' ' tJ J a %0 0 %D a ON N a O M z o z�%%.. 0 w _ cn LU LU Q Z 0 w g .Z H zW w ^ Q o � � p O a 0 � DC oC a i o W DC 13 p' W LJ.L `- � U N J InN N Z 0 p ' 1 1 m , LTJ Q W Z 00 GC O 0 rz O U_ U � z ru LU cn Lu (n- uj cn z SERIAL NUMBER 1014.0 Z LL �--+ 00 Q Z HA oC ch LU ce m O w O aQ Z W Q ' jW H >UO � = W Z = F - Q � Z W �. O Zj W O >w 03 Q� W Q cUoLU CL W Z = O d N i- Z LLJ = Q F- dr— ,_, 00� W U - -J H Z J O ce � o Uj O 0 --i V CO Uj U Q O O cG a in O cn Z w W TD THE BEST OF MY YJiONftEDGE.IHE DESIGN DEatcIED ON Tws DRAWING CDMPI7F5 YYITN THE APPLICABLE MINIMUM BUDDING CODE IREF'f6f.TA5 OF DATE OF QiRIFIGTDk1BEL0W. January 11, 2018 " � z R 967 $� QED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W � / L.LW 0 � Jri 00 f V Q N J' u) W In c c4-� O QMd' 0 V Z � = L LL ar a U z a¢COO ._ 1..1.. W In � 0 V C 0 m 0 0 O J Ec 0 V NE O. J N U 0 O N d O LL. � Z Z O ZO' Uj LU to_ v7 LU LU z g Z Z Z LU Z r-, O OO 0 '`� cy- W C o LU �- w a U O N J Z Ln N N (D CO CD D cn I ca � Q WQ Q 0 OZS J 0 W V V) O z z C) - M Q W Q oW ce o m cn I U- cn Z SERIAL NUMBER 1014.0 TD THE BEST OF MY YJiONftEDGE.IHE DESIGN DEatcIED ON Tws DRAWING CDMPI7F5 YYITN THE APPLICABLE MINIMUM BUDDING CODE IREF'f6f.TA5 OF DATE OF ELEVATION NOTES H OVERALL ROOF :NEIGH PROVIDE GH D T 0 I ENSITY FOAM WITH TOUGH COAT FROM -- _- -- -- -- -- -- - - - - 1. FOAM FACTRY OR EQUAL AT ALL EXTERIOR 0 INC. DECORATIVE ELEMENTS. TYPICALNLE U SS NOTED OTHERWISE FOAM APPLICATIONS FINISHES ROOF PER 2. .ION SES SHALL BE ACCORDING 2 CONTRACT TO EACH ELEVATION "CORAL -LIGHT"' R EQUAL P - 5.2.8 ---, 0 QU RE FINISHED. CRICKET FOAM APPLICATIONS SHALL BE INSTALLED AS PER - - -- - 3. i _ � � /�� MANUFACTURER SPEf'S_ U_N.n_ mTHEBESTOFWMOWDR,THEopalD MaWONnOS DRUM COMMM WM M AMCW FU NM RMMW CME III VM7AS OF DATE OFCBIt4I MN. BEM. January 11,2018 x ; 967 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 w C rn LU Jri OD F—o a Ln c6U aN � 01 W N > Q Q- OLU rn0 Q L LL L a Z 00-6 W Ln IJ.. a ° L coo m N mE 1- Ln :R Q ='Ln EONa .j dJ U J a t0 C 0 N d z Z O �i e (n e ce W QC W to W Z OLU x z Z W W , FZ-1 , M g m CL d 0 W W V 0 ,l-- N J N N Z r O f m Q Q t V U) Z O 6-1Q W W W 00 owZ Ln r 0 9�2 LLIcn H Z O w 0° = oC _ to LL. to z SERIAL NUMBER 1014,0 OVERALL ROOF HEIGHT_ _ Q -- -- -- -- - _ CRICKET , ROOF PER � I CONTRACT , 1 V Uw'Lj Q NLA -IL HI. 1:e U Cie Z 3 a=. 0 = ZaUj o C 0 c W U. -J E- Z Q = cc o 0-m 0,_0„ UcC,.., z FINISHED - --- M THE BEST OF W MMMGE, THE DESIGN DEPICDD ON THIS DBaWIHG CONFUES WflH THEAFFIIGBI MHOWN BWDING 60 IN EFFECT AS OF DATE OF Cr9tTffIC WN BEM. January 11, 2018 I w> FLOw z ,L CRICKET B v �. <OAF L 3 � � � � W 6 -- o 967 P 1 Ovan G. Drummond, AIA z AR 96399 Manuel Gonzalez, AIA ... .. AR 96730 Javier Hernandez, AIA , CRICKET , Sang-Yub Lee, PE 72328 w NN 1..1. O ON LU J O 00 Q 0 W �� U O _ °C Nrncy W Ou TOP OF HEEL I— -j o M V W Q 0 3: -- ; Z 0-0 -i ¢ �.. CU 'Cy OO O W-. = a _m cG z L 00 co w stn c J E 0 Q E 2ND L R F 00 .. � � .: J -- -- t° 0 -- ON N 1 3..12 f I 1 _-- ----_- _ ------ --- L JW � o o` PLATE HEIGHT o Il -4 5 oWc w i n 4 i , ,r fi I ---------1- W H O z z Zz Z Q LU CIDm ce a w o Wj F. W Q` V , W OG N .. ZcO h i � m y m Q 0 � O Z J W -Q LU V � z .. LU a -� QL0 00 -- -----� , LLO Z Q W 0 z O00 _ 4003 M i z, Ln iiW W oU' w ( toLU ru ca I 4003 SERIAL NUMBER 1014.0 0 z z H _Q5.2 �z M ,--� 3 . I 5 3 1 I i 1 3-12 1 W cn _I- 1 �} J W Z , ' . 0 0 - _ MIS 2ND FIN. FLOOR ___ :.:.:.: -- -- -- -- -- --- I 1 , , I f N .--1 , W 0 i -a o E- o— _ M� TOP OF HEEL __ : : - - -- -- --. -- --^-- -- -- -= -= - ----,---.- -- _ :. - , 1 I co , z Uj :.. 000, Iv N 1ST FLOOR ------------------------------------------------------ V Uw'Lj Q NLA -IL HI. 1:e U Cie Z 3 a=. 0 = ZaUj o C 0 c W U. -J E- Z Q = cc o 0-m 0,_0„ UcC,.., z FINISHED - --- COMMUNITY DEVELOPMENT APPROVED ROOF SLOPE PLAN SLOP: 5:12 U.N.O. SCALE: 1/8" '1'=0" CARIBBEAN ADDITIONAL ELEVATION NOTES: (-GOOF VENT CALCULATION M THE BEST OF W MMMGE, THE DESIGN DEPICDD ON THIS DBaWIHG CONFUES WflH THEAFFIIGBI MHOWN BWDING 60 IN EFFECT AS OF DATE OF Cr9tTffIC WN BEM. COMMUNITY DEVELOPMENT APPROVED ROOF SLOPE PLAN SLOP: 5:12 U.N.O. SCALE: 1/8" '1'=0" CARIBBEAN ADDITIONAL ELEVATION NOTES: (-GOOF VENT CALCULATION M THE BEST OF W MMMGE, THE DESIGN DEPICDD ON THIS DBaWIHG CONFUES WflH THEAFFIIGBI MHOWN BWDING ..:CODE IN EFFECT AS OF DATE OF Cr9tTffIC WN BEM. January 11, 2018 w> FLOw B v �. <OAF 3 � � � � W 6 967 P Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 w NN 1..1. O ON LU J O 00 Q 0 W �� U Z a4A Nrncy W Ou '�N� 0. E I— -j o M V W Q 0 3: L � it a U Z 0-0 -i ¢ �.. CU 'Cy OO WLn 00 L 00 co w stn c J E 0 Q E Vf a -jU N J J a t° 0 p ON N H 0 Z o` o 5 oWc w LU i W W Z O z z Zz Z Q LU CIDm ce a w o Wj F. W Q` V LU N N ZcO h i � m y m Q 0 � V � z LU QL0 LLO Z Q z O00 M i z, Ln iiW W oU' w toLU ru ca Q WED SERIAL NUMBER 1014.0 M THE BEST OF W MOWLEDGE THE DESIGN DOWTEO ON THIS . DRAWING COMMIE WITH THE APPUCABLE MDUMOM BIBIDING p CL ROOF PER CODE M BRaAS OF DATE OF CEIRDTCATION BELOW. . January 11 2018 CONTRACT ry 2 -PLY %6" TRIM @ SHEATHING 1x4 HEAD �, ... - 2x6 W/ 2 &CASING 1x6 RAISEDIlk - .. .. �. CL ROUND VENT STUCCO r _ @ 2X RAFTER @ - 24 O.C. „ BANDING CL. � TAILS @ 24 :. 0o x4 T&G � O.C. N BETWEEN N � � .. .. •• NO SIDE RAFTERS � � . �....... ' ''� BANDING 967 H EL .. . . ,- METAL DRIP I H FOR STUCCO I H ' . '... •. .. FINISH I 10 _ f — — 2x4. FASCIA — 0. H. ... .. _......... ....••... � �.. � z LL 2x6 RAFTER TAIL .. ... . ,. .. 5 2.8 WALL PER44�i ~ 0 WALL PER 10 r� PLAN @ 24 O.C. PLAN 5 Z I I WALL..._ , ,.. .:. /SILL .... Z 8 V-4"4 ._ SIDING PER PER PLAN ovERI+ANG _ , • ... .: . , ... .. . m , CRICKET' . •'.. , .... . c �2.ELEVATION ........ ........:. •... ..,'.,I I _ - ':. 1x4 RAISED O . - 1x6 Ovan G. r i D ummond, AIA - ,...... I--- - \ - STUCCO SILL w oC .:.. - APRON AR 96399 cn w O _ 1 aC a r -I :::• Manuel Gonzalez, AIA m L .� ED � rn _•;, .. :.. `�: 6730 W_ \. - Javier Hernandez AIA o 0 12 AR 98560 LU d- ... 5.2.8 Sang Yub Lee,. PE Z(2�EAVE4DETAILEAVE DETAIL(�:j:)WINDOWw01 DETAIL 72328. SCALE 1/2"=l' -O" I�_ ,_ li m ...SCALE _ ,�SCALE 1/2 1 0 I. >_ � o � .. . '... .. .. 5.2.81 w M A5,2.81A5,2.81 W o I LLJ o cyl a, r�0= , s z= ,-4 ao 00 .... .► r-1 00 z «,00 o a�In f W I Z > LU 2 TL B N.D. W . KER A �. W Z N o o _ U SCALE 1 1 0 11° II W tA 04A ?00o E �O� '.:...:... ... A5.2.81 L.; 6 0 ,,� N �. E Q ... . • T 1' 6" p 0 U3 eLU U. v -- — - - x Q LL Ln Q LL D ; .. ".' •. METAL ROOF CL 0: OG W ( I_ 8 7 PLATE HT. @ I ( :• . I 6 2 0 N N Q Q ------- V' in Z '— GARAGE SHED ROOF . - - -_---� c r , J -Q _ V- W N (? C m Q__------------- 1 -1 I, I 1 1 _ l_ CO W p_ (n 7 RAISED ;1 1 I 00 c 60 N o o Q) Ln 1..1. � L I O OC Z STUCCO BAND :) I 1, ; . ..... '.I Q F - w �_ E co Q 1 GARAGE DR. STONE VENEER STONE' . N FR NT ENTRY DETAIL I _ N (TYP.) 1 r . VENEER O. Q V SCALE 1/2"=l'-O"I i .( ) J ,\ _¢334 o �c A5.2,81 p 1' 3" 1' 6" 1 L�. 0 � p O " wu- zB O N' a .J 2.. 8 z ¢ BRACKET DETAIL _ SIZE TO MATCH E2 SCALE 1/2"=l' -O" OPENING O _ SIZE TO MATCH A5.2.81 3%" TOP FRONT SIDE BRACKET DETAIL 2 OPENING O p a J — RAIL ,� O U cC m Z u_ W O Z V' F --i oc v Z METAL THRESHOLD FULLY CAULKED T FLASHING z 0 LAS CONTINUOUS METAL ¢ o O z LU 1„ HED_R F DETAIL PAN PER MANUF RECOMMENDATIONS. `" o o O v W 2/a STILES M'_ L_ II FLASHING PAN ALONG (n SCALE " 1/2 -1 0 � I z _ w _p AND 4 0 s A5.2.81 w _ N OPENING W/ NO SEAMS OR w ce w MULLIONS CONTINUOUS METAL PAN OVER THRESHOLD. (� C� LL m 1- TYP. SPLICES - 3 LAP MIN. cc z .. a ( ) M z o APPLY DURADECK WATERPROOFING MEMBRANE Q UjSYSTEM OVER DECK i— z ch w � W 3%" w � SHEATHING. � DOOR PER PLAN E---� cn a BOTTOM INSULATION AS II �r 42 HIGH WOOD HAND W w RAIL --, DIA. REQUIRED M RAIL W PICKETS SPACED m ¢ > ROD WATER -RESISTIVE / _ o =' VIEW BARRIER TO REJECT A 4" SPHERE w i- ¢ FRONT VIEW SIDE O _ :. (2 LAYERS REQUIRED) o_z STUD F H ; ¢ w �- ::. w,. LAS . UP WALL, 8 - w 0 Z I w z aL 42 HIGH GUARD RAIL z N MIN. CONTINUOUS 4 MIN. O ¢ Q o O .::.:: UOUS � Z z —1 oc :.>::��� JOINT FLASHING TO WITHSTAND POINT ., �p ca H t3 w p `� Z w c� z x AS REQUIRED a/4 EXT. STRUCTURAL � 00 cc cn Q AND HORIZONTAL F-4 p o 6 H Tf ER DETA L oC p Lu p DECK SHEATHING U Q, cc F_, A - 2 ,.1 0 LOADS PER FBC R301.5 DOOR FLASHING E O SCALE 1/ ::;; .. (.� O d. CSC pe I— DMADECK, 3 cc A5.2.81 NAIL PER cc a o z DETAIL a Lu W Q o - WATER p _, >- MANUFACTURER PROOF DECK w V W m U ' COLLAR FLASHING F'- ::.:<:;::;:.;:... SPECIFICATIONS o E �n :::;;;::>;;':" Mf RARE o AT T U ::;;;.;.:�:::" OS CAULK AT EXTERIOR WALL o W z cn ::;: SLOPE z in o c� ::.. ,y TOP OF FLASHING ', Q PER PLAN Q W z-� :>>' �:.. a LAP SIDING 1 8 P.L.F. (MIN.) W n 1/4P.L.F. (MAX.) H mm"-' 4 MIN. m J DRIP EDGE PER ,� p o CONCRETE LU ::;: DURADECK V z= o w :;<: <:. FOUNDATION w a u oeo;: 4 SPECIFICATIONS, Iv Ln SPECIFICATIONS in o m W Z� ° °': 4 O C �.J a >:. L cc g cn .: :: . ' SIDING o ¢ >- >: - a in �° FINISH PER ,-. oc TIE FLOOR TRUSSES 47 cc w, .:•: <. 0. .. DOWN STRAP PER F M z o > ! s. SPEC. U.N.O. , ...: SEE F >- O, , FRAMING PLAN FRAMING o a ° i Z V Q SOLID z D w z 4 .. a STARTER I 0 BLOCKING 2: LU a ;Q .a.. I tu to w o z BETWEEN TRUSSES AT w STRIP SUPPORTING BEAM f- z w P€R PLAN PANEL EDGES a w p 4003 BAL NY DETAIL EXTERIOR WALL o �¢�1/2"=I'- SCALE 0 PER PLAN C� W��a A5.2.81 W W Q (n t� = Z M a N O O CC `t" � Z ,• J O W w W = p 1- V w �� T� 0 I I n u n c¢im w 4 TRIM 4x4 4 TRIM M p w to SIDING z o .w POST O =O Lv FLASHING o 2 Z _ FLASHING O , u1 - _ (n ILn � 2nd FIN. FLR. I • S z Z --- ^ (n i X 2 CAP cv • N O - ' FIN FLR. . • - : • .. Q O z w ,.._, 2X4 TOP RAIL ... _ .' .•. • - �-. cn - - - - �.�..� aJ 1 . . CtC w Q a FLOOR _ .. ,--I .. �. .. • a 1 X 2 CAP - '-4 Q` ck Q � _ : : ' ,'' : • - SYSTEM • , •: ,_ .. • • _ `� - • � - cyl W LLJ _ 1 X 6 TRIM 1 X 6 TRIM e Z00 Lu Q II 0 z E— Ve r •-I LL 'ty COM < ' e 1 X $LOCIQ G 1 X BLOCKING „ I, _ t-♦ ZU - 4x4 - W L • O � O u 1 _ :. 4 TR rp . ; < . CAULK AS -tin Q can- � � � �. . . e .. , NEEDED � , OS ,-I v , � N ¢ w I'LL. _2nd FIN.'FLR. STOCCO Z LJ.J H BALCONY FINISH'FLR. 1 , ,, JY2 �� o 2x4 BOTTOM RAIL W _4TRIM -� / / 4 5 WA z U � SLOPED TOP : B a d' O LLI 3L 0 U w4 _ cn b--4 < ui O _- E- o oC ca PLAN VIEW 10 1- O RAI LI N D ETAI L w 11 13 w A N C T DETAIL E c, IW S SERVICE RT DETAIL w m SCALE 1/2'=11-011 _ M_ T „ w � r7SCALE 1/2"=1'0" -SCALE' 1 2 -1- w _j A5.2 A5.2.81q � Z � A5.2.81 A5.2.81 (nw �, Z avt-o SERIAL NUMBER _ 1014.0 D. STAIR RAILING G A ND L z ARD RAILING NOTE - GU NG L RADIANT BARRIER CL STAIR RAILING STAIR GUARD RAILING BALCONY RAILING O L AND BALCONY GUARD RAILING SHALL BE CONSTRUCTED TO a m WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS �. PRE-ENGINEERED TRUSSES IED AT ANY POINT ALN THE RAIL IN ANY I O APPLIED ALONG DIRECTION. DESIGNED BY TRUSS MANUFACTURER IT MUST ALSO WITHSTAND A UNIFORM LOAD NOT CONCURRENTLY WITH THE CONCENTRATED LOAD, D, OF 50 z� az Z ¢o cn Z Uj Q � _ LU UJ 0. W ce M J OO W -L o w�0, a OWa` Uj m U ~ 0 o�^ 0O= z=t- oho Lu w V) 0 i>uW 0C uaOG ocn03Ujz a_ vLWi�a wEn oacz' 3 a Z z Q w =ce o W 0 J Z _L Q d 0J 8m GC ly cWp En G U 210 Q ne 0 z0w Q�L]C V u W Z 00. O Z ��a ce _` a aLU W J j 0 J I—Q OW (n Zn u, o O cc 0 LU 4 b 0 0-O Z _ Ca0 o;LuZ�; o0 QwE_Z m 0a Uj J � W Q Uj BE W ZA Ocn—LT Uj Z Q '% VfcaLUo FZi O > ?j O x Q WZ' Ln _ LU 0 H Z W 22 W zz=_o to qj fn W ¢ Ln 0 LU cn0L;Sz,Z o 1WLU -v�Q r--+ En W �- Z 0En LU ce w f Z OZZ Z-0 obom ZW�a aoz�2 1– ce Z � W W Z Q Z V O W WE CC W Q W W z = 00 �m LU oZ= _00 Lu:co V J _3 0 a8RO DS PER LINEAR FOOT APPLIED ALONG POUN 0 THE RAIL IN ANY DIRECTION: INTERMEDIATE STAIR RAILS AND POSTS (IN -FILL) SHALL WITHSTAND A HORIZONTAL LOAD 0 2 POUNDS WIT F 00 OU S APP LIED AGAINST ANY ONE SQUARE FOOT AREA, NOT AGA Q 00 A 0 CONCURRENTLY WITH OTHER LOADS. MEDIATE BALCONY P (IN - FILL) Y RAIL S AND POSTS IN FILL SHALL STAND A HORIZONTAL LOAD F POUNDS COVERED WITH 0 0 p 0 50 OU DS APPLIED RAILING AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY BALCONY WITH OTHER LOADS. UNIFORMLY DISTRIBUTED THE U LIVE L U E A 0 D FOR THE STAIRS SHALL BE 40 PSF MINIMUN.LOFT HALE MASTER BEDROOM Hl _ HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE E LE PRE-ENGINEERED TRUSSES DESIGNED BY TRUSS MANUFACTURER AN OUTSIDE DIAMETER OF AT LEAST 1-1/4" AND NOT GREATER THAN 2". IF THE HANDRAIL ISNOT CIRCUALR, IT SHALL HAVE A PERIMETER DIMENSION' OF AT LEAST 4" ANDLE 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. SECOND FINISHED FLOOR 36" HIGH CONTII WOOD HAND RA; LANDING FINISHED FLOOR Ln jk FINISH FLOOR MV MV 1 STAIR SECTION A7 SCALE: 1/411 = 1T_0TT TO 7HE BEST OF W 00MIDGE, THE DESIGN DEPICTED ON TMS "DRAWONT CDMRM WfM 7HEAPPLY ABLE MIMMUM B=MG CODE IN EFW AS OF DATE OF CERT CATOIN BELOW. January 11, 2018 WING- ROOM D GOURMET BREAKFAST Ovate G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee,, PE 72328 w TWO STORY 0 5 OR BEYOND O ON LU J O 00 H W KITCHEN Z V N J BEYOND COVERED � a E O LU L_M �^ Q LU i LL V —.°Jc = Z U a Q FOYER WN 11 OOH L C000m �Ln J _N Q co Q E J J a tD 0 rn LANAI O Z p z cn CABINETRY AND APPLIANCES .; > t_U ARE FOR REFERENCE ONLY Uj to Lu � a L1J 0 z W z z 1- z a Q LU LU LU ^ Z 0 m Q 0 C ce02 DO rA BUILDING ECTION LU Uj oC A7.81 SCALE: 1/4" = 1' -OTT CARIBBEAN,. .v.> W J Ln Z N E c D o i E F .. t, Y 0 V � V � U z Ida M Q O W W c SECOND FINISHED FLOOR 36" HIGH CONTII WOOD HAND RA; LANDING FINISHED FLOOR Ln jk FINISH FLOOR MV MV 1 STAIR SECTION A7 SCALE: 1/411 = 1T_0TT TO 7HE BEST OF W 00MIDGE, THE DESIGN DEPICTED ON TMS "DRAWONT CDMRM WfM 7HEAPPLY ABLE MIMMUM B=MG CODE IN EFW AS OF DATE OF CERT CATOIN BELOW. January 11, 2018 � 4 x o AR 96,L 7 ED Ovate G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee,, PE 72328 w O ON LU J O 00 H W =n 00 Z V N J d' (n lV C W> � a E O LU L_M �^ Q LU i LL V —.°Jc = Z U a Q per. • o WN 11 OOH L C000m �Ln J _N Q co Q E J J a tD 0 rn O O Z p z cn o ccUj > t_U Uj to Lu � a L1J 0 z W z z 1- z a Q LU LU ^ Z 0 m Q 0 C ce02 DO LU Uj N J Ln Z N E c D o i E F m 0 � V � z M O W 0 o W J m L --L Lu to m (n Z SERIAL NUMBER 1014.0 LU .. :. cc ............................................ 0 m�t3Z LU w Q > OV Z`Z=p (J) JLU U) Q W U) a UZ O N O p Z w FLu QQ-- V cC w is=�z �--� U) W F- Z w0 W w ZQZv' Z 0 Z p zbo ^c`n`� O Z w z gW Z w r- Z q z V w w oc u, a= 3 � z=? w a z _ pUjFIRST FLOOR DIFF SE R LAYOUT 0 . `u W m u, SCALE. 1/4 - V-13" CARIBBEAN o Z __j --10 0 QV,HO DIFFUSER LEGEND ® SUPPLY I m RETURN I E9 LEXHAUST FAN FOR REFERENCE ONLY Uj V Uj TT i V U U U Q w CID U Z Q C F- 0 0 —j T--1 cy) 00 Ln r� 0 Q w 0 z =zw CODE IN B%aAS OF DATE OF CEiOhiGTION BEIM. h1IT I- I - January 11, 2018 p: o W u_ I :_:: I L SIL= _-1 I 1 BATH 2 I x o ( ::•:. AHU #1 I I c� cc O 1 I :::•; L ---------_--� 1967 AL 8 .; . ED ce LU Ovan G. Drummond, AIA GREAT ROOM TWO CAR AR 96399 a ; o o v Manuel Gonzalez, AIA STUDY GARAGED I AR 96730 Javier Hernandez, AIA 4 ' w V% 1 Sang-Yub Lee, PE 72328 vi O Z �,a I w TORAG--------- = W ?- a �+- I COVERED r-1 00 r - — — — �;MW I::.............................................................................................................................................:. I I LANAI ..........................:.:::::::::.:.::.:::::::::.::::............................................................................................................. QL mQ , t • :.::......::: .......... o F -W 1 o M Ur - O ch o ` I 1 L: J L } ` I I TWO _ �Vp ce �, I I — — — I- I I I I STORY I 1 1 COVERED 1 I W kn ao w o I i Q ► 1 FOYER ENTRY �0 Ed. a o z Q I' 1 I' : :.:;.:. An a � I ::, : ..... t/) ..J 4 t0 0 %0 V � N d L4 LU :.. o co W m 1 1 1 ::•: II r------- �------- ------------� r — — — — — — — —1— — — — — — — , ------------� I 1 o w¢oo 1 1 I - I z_(o� I I I Uj ce ® I I 1 LU ou7 _LU w WzF- I I (, >-I I 1 KITCH E N I DI ING a s ce CO I W 0 W w =o>z �cn O o I I I I �- --- BREAKFAST I I I R OM I I I _f—w= I I AREA I I * o w z �z u7wLU p � � m L------------- V .. :. cc ............................................ 0 m�t3Z LU w Q > OV Z`Z=p (J) JLU U) Q W U) a UZ O N O p Z w FLu QQ-- V cC w is=�z �--� U) W F- Z w0 W w ZQZv' Z 0 Z p zbo ^c`n`� O Z w z gW Z w r- Z q z V w w oc u, a= 3 � z=? w a z _ pUjFIRST FLOOR DIFF SE R LAYOUT 0 . `u W m u, SCALE. 1/4 - V-13" CARIBBEAN o Z __j --10 0 QV,HO DIFFUSER LEGEND ® SUPPLY I m RETURN I E9 LEXHAUST FAN FOR REFERENCE ONLY Uj V Uj TT i V U U U Q w CID U Z Q C F- 0 0 —j T--1 cy) 00 Ln r� 0 Q w 0 z TO THE 057 OF W WW1.EDGE, THE DESIGN DEPICT® ON TDB DRAWING OONKM WflH THE APPLICAM MINIMUM BUILDING CODE IN B%aAS OF DATE OF CEiOhiGTION BEIM. January 11, 2018 p 1967 Op. '6 ED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 w o rn J r-1 00 0 Ln co QL � N I-- o M Ur -i Q' W L: J L U _Z aQ aiL._ �� W kn ao V C, 0 m wnm= Q J — �0 Ed. An a � N U n J ..J 4 t0 0 %0 V � N d o z Z o zu7 0 Uj ce LU W cn W W Q Z V w Z Z JF tiZ Q W * 0 Uj p � � m � W LU '-.. w Q V N -i N N �y QGo o � m o 0 Ul Ln OO ce- LU � T7 6-1 z p DC T� r O O U W W o� w t4C w u Nz SERIAL NUMBER 1014:0 0M Z p _ 4 E-•� N Z N � O _ LU tn_ w � O` G0 cez°o 0w�_ ti O 0 0 F-- LU � 0 � Z W` _ Q F- m 0 W 0 0-= .Z _ Q 0 LU � oC Z O W O w 0 W Q Z F- LU LU - Ww V LU � Q OC ce Z =) 0 }}�-(n lLl Z Z LUF- ce0 W O J =za ►y O OG d W 0 a m U ceLU 0 ,.., ceUZ ce 0 Z O W OC ViLm zzo vi(� ce O =C LU czW ma> J 0 J OO' C► LU(n' o, 0 �ne J : d 0 W�b oc� ceO Z =mo ZU)I.."Z a u, v) ... m J ` 0o LU4 GL W Q Q 3 U) W Lu O CA -j _ wZ��— a g'` CO OC Z O > Z 00 Z U U) Uj W0 Z _(,AVO Z OC W m�az W W a > U Z Z Z WN J Q Q U) GOCLU .QNO oC tri U) ceZ W `Z L 0 0 H WUj LUOC 0 _ Z 0 w Uj cnzh � Z 0 Z Z 0 U) Z LZ 0 � er OZO� 1�-CewUJa .-� Uj 0 Z wU-Z z V O W awlUj z=?z w w�OCa7 oo= LU OC � LU ca Uj U J'Z _3 J O O U- } I ----------------------------------------------------------- ----I ::::�.. -------- W-1-c- 0 .I.C. _ I >; 1 T1 COVERED ..... I� � SECOND FLOOR DI FUSER LAYOUT s SCALE: 1/4" = V_OLI CARIBBEAN III I CODE IN tiFE.TAS OF DATE OF CERTIFICATION BELOW. ADDITIONA L January 11, 2018 ADDITIONAL .. I I � I R 967 MASTER BED OOMI MASTER BATH E Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W o rn LUat J o Go p o a Ln ._ °0 U Z w Q N J • L W Ow ''=r4 E h ......... : > .... Q Uj-1 0 Z U- U - a U a J ¢ +� G)•pC 2 W N 00 L C0 0 m w 2 L C Q• _ 000 E .I CL Q U cV J Q kD O` ON LAUNDRY O 10x10 AIR p Z :. W 0 ilii• ::.. ...:� — — —� W.I.C. JUMPER , t ce -- t. I IU N LU LU � z � Z z cC W Wc 0 0 o m oCLj Oc a X I w o LLJ w Q U N J L Q 0 00 -- - I W L } L >- m , � Z LOFT ....................................:.....................,::......... ................................................................................... k.... ® ❑ I- _ J COVERED - .. UL 0' oG ENTRY 1CD C) o N J 7.7 A TWO STORY OR W Q Z O <<2 U ..:.. c Uj LU Uj Z SERIAL NUMBER 1Q14.0 FOYER I HALL I _ 0OVERED1 U :... ..::. :::::..::. --------....BALCONY D Q MASTER MASTER I U BEDROO BATH BONUS ROOM I I ITT S NGED AREAN 1- I _ Q TT Nct 0 O I M O x cn C 00 Ln4 p Q Uj SECOND FLOOR DI FUSER LAYOUT s SCALE: 1/4" = V_OLI CARIBBEAN III TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICT® ON THIS -. DRAWING COMPLIES WnHTHE APPIICABLEMINIMUM WILDING CODE IN tiFE.TAS OF DATE OF CERTIFICATION BELOW. January 11, 2018 M � I R 967 E Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W o rn LUat J o Go p o a Ln ._ °0 U Z w Q N J d' to N I C Wim^ t0 W Ow ''=r4 E h J Q M 0 Q Uj-1 0 Z U- U - a U a J ¢ +� G)•pC 2 W N 00 L C0 0 m w 2 L C Q• _ 000 E .I CL Q U cV J Q kD O` ON O p Z 0 0 LU t ce LU IU N LU LU � z w 0 L Z z cC W Wc 0 0 o m oCLj Oc a w o LLJ w Q U N J L Q 0 00 L } L >- m , � Z J W UL 0' oG o C) o N J LLU W Q Z O OC w U c Uj LU Uj Z SERIAL NUMBER 1Q14.0 ELECTRICAL LEGEND U_ SWITCHED FLOOR RECEPTACLE SINGLE RECEPTACLE p z zo DUPLEX RECEPTACLE ® 240V RECEPTACLE SWITCHED RECEPTACLE O '! = LU ce cC DUPLEX RECEPTACLE 220 VOLT re co SINGE FLOOR RECEPTACLE W P WEATHERPROOF GROUND 61 DUPLEX FLOOR RECEPTACLE FINAL METER LOCATION T0 BE VERIFIED IN FILED PRIOR TO INSTALLATION WP- WP E.M. HB GFI - GFI :({:..................................... ...... . — — - = — — — J ----- GFI ..:. OPT. WP F <..>. ..... SD C0 GFI .... ..... I I I SURFACE MOUNTED .... FOR FIREPLACE ::•:: •.:: o RBIGATION- - — — .:::. I ,^ ELECTRICAL PANELS 3 / EMPTY I I _ / 4 _ CONDUIT I U TO 2 I - Ir Ir f f GANG J BOX W / 0 BLANK PLATE IN - � _ I I RECESSED AIR AH2 I HANDLER IN CLG. / \ 1 I I FINISHED I -i �-�- -� � I / S ROOM 1 — 1x11 GDOL S— L I I J� �I �- _, IJ AHU #1 I GREAT I I ROOM T. I"' H ::::::: TWO C 22 X54 ATTIC ACCESS W/ .LIGHT GA SER G OPT. TO LIG T STUDY & SWITCH I PR RING FOR FUPOOL \,BV.\ WP I, I- R P00 L _., / FI / � � I U ��� G I EQ IPtENT, PRC I6E ELEC. I 1 �, I LU AS IEPUIRED / / / / < I \ST G 1- :•:;•: I / ::::::::::•:.::::... ......... ................................... \ ::•: w - - :... DB GFI -� % \ I TO LIGHT I - ,I__ PINI ABV � _._ -. TO LIGHT ABV. _ J I _ , ' I liD \ I , � COVERED V l I TWO STORY I I I :.... UNDER COUNTER FOR DW: SD/CO I ... / / U ..... ENTRY { FOYER .... UNDER COUNTER FOR DISP. .:�: I COHERED - T ii NAI ;;: SWITCH FOR DISP.CHIMPS WP \ , I III n lI PANTRY -GFI I ��- -I-- -- -�- --� Vw GFI - --g - --❑------ - D- W- 1 I Hm -- ------ --- --3GFI -4-4- G + G I FI II GOURMET DINING \L =11=3 1 I KITCHEN TT - DBL. SINK ROOMI -� Z II W DISP. I I I G� L ---=3 I` J I ► I I , 1I 1I ' BREAP FAST' I I --- -- E / I II , ARA -, i I I 11 t Q II GFS -1 0 o GFI GFI GFI .:.: _ l O HB FOR HOOD VENT F_ 0 n M' Q QO Ln 0 Uj 0 FIRST R ELECTRICAL S FLOOR C CAL LAYOUT SCALE: 1/4I, 1'-0" CARIBBEAN ., F1 U_ SWITCHED FLOOR RECEPTACLE CODE p z zo gg QUADRAPLEX FLOOR RECEPTACLE U) z cn cc LU O '! = LU ce cC GFI GROUND U R ND FA LT INTERRUPTER re co w a cC �zao W P WEATHERPROOF GROUND Owe" -� _O E P ELECTRIC PANEL p LU 0-3:: �z VP VAPOR PR AP 00F � RE ESS INCA D. EYEBALL FIXTURE C N _U w = o0 F- O j>U ,�, SINGLE FLOOD -WALL MOUNTED SI 00 U D� _ ua po z-= DOUBLE FLOOD - WALL MOUNTED Q {.� p0 3 - SINGLE FLOOD, SOFFIT MOUNTED W ce J W 0�j0 DOUBLE FLOOD SOFFITMOUNTED w O HANGING / PENDANT - CEILING HUNG 03 a z INCANDESCENT FIXTURE'- CEILING Manuel Gonzalez, AIA w MOUNTED AR 96730 cC W p z v.cn - INCANDESCENT FIXTURE WALL MOUNTED Hernandez AIA a ce Z a RECESSED HIGH HAT AR 98560 w=O 24 2 FT UNDER CABINET FLUOR. FIXTURE >- � Z zw 36 � j— 3 FT UNDER CABINET FLUOR. FIXTURE W =< cc 48 1—� 4 FT UNDER CABINET FLUOR. FIXTURE ci 0 © o rn W J F- STRIP LIGHT - =za o cc 0 12X24 FLUOR. FIXTURE U }• � 0 12X FLUOR. FIXTURE 36 LUO. U 00 0 12X48 FLUOR. FIXTURE �— m LU p 0 24X48 FLUOR. FIXTURE a"o a SS EXHAUST FAN V p O U) �o EXHAUST FAN W/ LIGHT` LL o.M. ELECTRIC CO. METER Z p v',? G.M. GAS CO. METER J Wth c _, wSMOKE a- DETECTOR/CARBON MONOXIDE SD C0 J O >-w DETECTOR O m a >sD 0 SMOKE DETECTOR J J O ¢ `( SINGLE POLE SWITCH 1- w $, 3 WAY SWITCH R o o $� 4 WAY SWITCH Z u 4 b DIMMER SWITCH , 0-09 0C� 4 PUSHBUTTON a o z LM DISCONNECT SWITCH w >- O z m ,l JUNCTION BOX U)LLJ p LU z vi TV JACK a PHONE JACK - PREWIRE ONLY m Cow THERMOSTAT p w Q G� p PHOTOCELL - SOFFIT MOUNT U) z _ p w W Q PHOTOCELL - WALL MOUNT o (nJ Uj 0 ELECTRICAL PANEL z g � sa SPEAKER WIRE FROM TOP OF WALL * ace K � ca w w z Z 0 KEYPAD 4 oz 'm CHIMES C:) 5 z v LU z STRUCTURED PANEL (A.K.A. SMART BOX, 2 W(n (n 111 p z ---- F-- COMMUNICATIONS BOX, MEDIA BOX, HOME L �U.J0 z v w -E DIRECTORY ) 'OM a CC cG p m cc _a z I T. N I ER NT C J ~ w w oa o LU ,a;0, FOR REFERENCE ONLY Z p 03 a J N a O= Z w N O J N N cn oG cn � ocu�zw N o o � Qa W= o F- U e� w cnw� zo m z m z-um, � z O, Z 0 a (n O p b j � O n`t Q ¢UjLU p ce Uj v cn U3 % z a z Vr w0 w N w CG W ,�.. V J _ oo_ (n m p Z v J Z J O O W Q V N O _ oC FINAL METER LOCATION T0 BE VERIFIED IN FILED PRIOR TO INSTALLATION WP- WP E.M. HB GFI - GFI :({:..................................... ...... . — — - = — — — J ----- GFI ..:. OPT. WP F <..>. ..... SD C0 GFI .... ..... I I I SURFACE MOUNTED .... FOR FIREPLACE ::•:: •.:: o RBIGATION- - — — .:::. I ,^ ELECTRICAL PANELS 3 / EMPTY I I _ / 4 _ CONDUIT I U TO 2 I - Ir Ir f f GANG J BOX W / 0 BLANK PLATE IN - � _ I I RECESSED AIR AH2 I HANDLER IN CLG. / \ 1 I I FINISHED I -i �-�- -� � I / S ROOM 1 — 1x11 GDOL S— L I I J� �I �- _, IJ AHU #1 I GREAT I I ROOM T. I"' H ::::::: TWO C 22 X54 ATTIC ACCESS W/ .LIGHT GA SER G OPT. TO LIG T STUDY & SWITCH I PR RING FOR FUPOOL \,BV.\ WP I, I- R P00 L _., / FI / � � I U ��� G I EQ IPtENT, PRC I6E ELEC. I 1 �, I LU AS IEPUIRED / / / / < I \ST G 1- :•:;•: I / ::::::::::•:.::::... ......... ................................... \ ::•: w - - :... DB GFI -� % \ I TO LIGHT I - ,I__ PINI ABV � _._ -. TO LIGHT ABV. _ J I _ , ' I liD \ I , � COVERED V l I TWO STORY I I I :.... UNDER COUNTER FOR DW: SD/CO I ... / / U ..... ENTRY { FOYER .... UNDER COUNTER FOR DISP. .:�: I COHERED - T ii NAI ;;: SWITCH FOR DISP.CHIMPS WP \ , I III n lI PANTRY -GFI I ��- -I-- -- -�- --� Vw GFI - --g - --❑------ - D- W- 1 I Hm -- ------ --- --3GFI -4-4- G + G I FI II GOURMET DINING \L =11=3 1 I KITCHEN TT - DBL. SINK ROOMI -� Z II W DISP. I I I G� L ---=3 I` J I ► I I , 1I 1I ' BREAP FAST' I I --- -- E / I II , ARA -, i I I 11 t Q II GFS -1 0 o GFI GFI GFI .:.: _ l O HB FOR HOOD VENT F_ 0 n M' Q QO Ln 0 Uj 0 FIRST R ELECTRICAL S FLOOR C CAL LAYOUT SCALE: 1/4I, 1'-0" CARIBBEAN ., F1 - TD 7HE BEST OF W KNOWLEDGE, THE DESIGN DEIGTED ON DRAWING COMM IB WM TR APP JCWE MMU14 W LM CODE DI Uf=AS OF DATE OF CWMCATION BROW. January 11, 2018 F re co 1' � Y� Y R 967 0 " g ED Ovan G. Drummond AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez AIA AR 98560 Sang-Yub Lee, PE 72328 W o rn WO J O rl Go - O H a a� � ' °o U Z U, 4� J �t to N IV 0"N O W •L_ p �— - _a M W =LU iLL�. L M-J.3 V CLa . �,�g o LL W N 0° i C ppm w .2 U) O E d' J �n Q aJ O (V U J J to C O o N °' Z 1-4 Z Z z o 5 U)LLJ ' ce- U) w LU �¢w Z 0 z z F- Z a z Q W � Z o,� oz 'm 0 C:) C' a cC 0- L w c� Q a p J ~ w V 0 N J N N N Z Qa m m p a Z � p p v cn OO J _ V _ oC W 00 ._1 z W O -00 iL p[ LOU WF_ �- c w �ca SERIAL NUMBER 7170174.01 LLEEND ELECTR CA G SINGLE RECEPTACLE DUPLEX RECEPTACLE ® V RECEPTACLE EPTACLE C SWITCHED RECEPTACLE RECEPTACLE � R VOLT)DUPLEX EC � 220 M SINGLE FLOOR R RECEPTACLE DUPLEX FLOOR RECEPTACLE Al SWITCHED FLOOR RECEPTACLE EM Q UADRAPLEX FLOOR RECEPTACLE GFI GROUND FAULT. INTERRUPTER WP WEATHERPROOF GROUND EP ELECTRIC PANEL - VP VAPOR PROOF El RECESS INLAND. EYEBALL FIXTURE SINGE FLOOD D - WALL MOUNTED � DOUBLE 00 BL FLOOD - WALL MOUNTED : SOFFIT SINGLE FLOOD SO MOUNTED DOUBLE FLOOD SOFFIT MOUNTED ..... :.; ....................... =1 - •:::•:•::: :v^:. c::.:Z::::::a7:::::cc::::::::::::::a:::::::::::.::::::::.::.:::.:r:.::::::::::::::::::::::::::::::::.}iik::::?:?i?:c:Ciic:•isi{iliitiiiii{iv:•?i:•'t?:•is4:':•iifiii?i{ii::{:?:?_icr'ti•::{:{ i:•icii: ;. ?i?i?i?iii:•ii:•i:•ii:•iii:•iii:<:•i:•i:•i:•i:•i:•:i:::?:{:S:{:{:{:iiiiiiiii::iisi•:ii:•i:•i:•i:4i:•ii::•:C•i:• ... — - — — — — — — — -- — — — — — — — — — — — — — — — — — — — — - — — — — — — ------------------------ -d- H,&NG;TNr. / PFNIIANT - ('FTI TNC; HI INh ;: •:: rivuw i cv GQVEKhV :: INCANDESCENT FIXTURE WALL MOUNTEDi:•:;• BALCONY � �UP ri :;:; I I O ® RECESSEDHIGHHAT .... � ADDITIONAL.-. , I \ 5MA44 2 FT UNDER CABINET FLUOR. FIXTURE M STER BEDROOM36 3 FT UNDER CABINET FLUOR. FIXTURE4 FTUNDER CABINET FLUOR. FIXTURE48 ' DITIONALSTRIP LIGHT R BATH 12X24 FLUOR. FIXTURE qp VP 12X36 FLUOR. FIXTURE- iI ---- so SD/CO ABOVE 0 12X48 FLUOR. FIXTURE I .;... Q I Idb 6 DOOR FOR 24X48 FLUOR. FIXTURE i 0 WP .:.:: SECURITY SYSTEM F � ::•:: EXHAUST FAN GFI _ _ I �_1' I I o OPT. W �o EXHAUST FAN W/ LIGHT :;: :: --------------- �r - -+ r+ M. L.T. I ,' :.: ELECTRIC CO. METER I FG -M] i TO \ \ GAS CO. METER SWITC SMOKE DETECTOR/CARBON MONOXIDE :;;:: W.I.C. \ \. \ ce SD/CO ::. BELOW , DETECTOR >:: I x , \ -_� W I GFI s�sMoKE DETECTOR pt � ,LOFT -- _ \ N LEP LE SWITCH LAUNDRY:i ., 0 3 WAY SWITCH GFI - :•i:•i: 3 4 WAY SWITCH COVERED :;;; ---------=-� DIMMER SWITCH 22"•x ,I-- --- - ENTRY 36 --- cy FOYER V 4 PUSHBUTTON ATTIC ACC SSW / L U Lcl DISCONNECT SWITCH./ I / ::;:• LIGHT & SWITCH // so _ / TO SWITCH /` BOX •i: ;iiii:::•iiiii: I SD/C0 - 0 JUNCTION 0 ® ............................... / \-- — I BELOW ;•iii TO TV JACK ❑ HALL I U � I _� SWITCH ♦ PHONE JACK - PREWIRE ONLY` I '�;>: �' �% � :::: •:: ...BELOW W T COVERS :ii. THERMOSTAT / �/ �-------- „ ro m O PHOTOCELL - SOFFIT MOUNT �ALCON ■ PHOTOCELL - WALL MOUNT \ \ ::: , E--♦ 0 ELECTRICAL PANEL BONUS sP SPEAKER WIRE FROM TOP OF WALL I` I -- UP \ \ Z IV ASTER / \ ROOM \ _ ::•::• KEYPAD BEDROOM J CHIMES STRUCTURED PANEL(A.K.A. SMART BOX I ,, :•i E=D COMMUNICATIONS BOX, MEDIA BOX HOME F SITTING -- -� DIRECTORY AREA I c3� I .> - MASTER ►NT. INTERCOM' ... , , WP ::. BATH L ::. �. _� o FOR REFERENCE ONLY I G --- • OPT. OPT. I D o -- J a M 0 QO Ln O �C 1— W if V) z Q SECOND FLO R ELECTRICAL LAYOT SCALE: 1/411 = 11-011 CARIBBEAN F --r TO THE BEST OF W KNOWLEM THE DESIGN OBI ID ON TID.S- DRAWM CONKM WM THE AFFCTCOBIE HONIIBI MOW CODE M EFFECT AS OF DATE OF CFRTMTION BEM. January 11, 2018 of FLO R 9673 ,. Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W LLW 00 C ,-a 00 o o Q ui o0 W Qv� J N >.. , c ^ fp '' '' 11 W O� i Q — � 0 H OMd' C U tD Z -U UV a. ¢ Id- . C0) a OL- �r LJ.. W N 00 IV U C00 Cm 2 Ln C Q J • -t E0 Ea .J = Q a O N U o 0 N 0- 1— 0 0 M z z o z o LLI cce , w w LU t—u cn � LU W Z o `W z B='Z F- � w b`u Z o o m m a W` o w I— ii Q V W N N z o 0 o q I m m a o Ed o � W H O V aC -j LU 00 c e r� z p • 10 rZ N �2 o W U o Z om w U Uj cn TIL � _ 2 cn z [SERIAL NUMBER 1014.0 i a C. (ASSEMBLED WINDOW) EXT_1 TYPICAL SLIDING ING GLASS ..:DOOR FLASHING DETAIL _ _ WINDOW FLASHING DETAIL- EXT 2 TYPICAL W O DET ' Q3 N.T.S. _ (EXT -2) _ D3 (EXT 1) N .T. S. °Cv�t9� z 0 OPTION - A i 0 J O a vCOce Ovan G. Drummond, AIA AR 96399 0LUZZ O H W 0 OV Z _ RIER: TIE IN WITH WEATHER RESISTIVE BAR EXTERIOR SHEATHING w 2 D F--' IS w w a 6 1 FLASHING a� R RESISTIVE 1. INTEGRATE INSTALLATION OF WEATHER z w W CONT. DRIP EDGE :::::::.::. CANT STRIP ACROSS DOOR HEAD :q DLL_�� zp=O�■��`� WPB P � NG LAPS BARRIER WITH FLASHING TO FORM WATER SHEDDING WEATHER FOLD UP E HEAD FLASHING TIE-IN MECH ANICALLY FASTEN AS WEATHER FOLD UP WEATHER o m z Z RESISTIVE BARRIER & INSTRUCTIONS. E RESISTIVE NECESSARY IN CORNERS RES S RESISTIVE BARRIER & F-- 2.S CORE &FOLD WEATHER RESISTIVE BARRIER ABOVE TEMPORARILYSECURETEMPORARILY i 'THROUGH FLASHING BARRIER SECURE @ HEADER TO ALLOW FOR FLASHING INSTALLATION J J J o J Q 1. CUT FOLD UP &TEMPORARILY DOOR -. .� LU LL Z U W p oo= w 4. INSTALL HEAD FLASHI NG UNDER WEATHER RESISTIVE _ EXTERIOR SECURE WEATHER RESISTIVE HEADER T BARRIER ABOVE E 0 WEATHER EXTERIOR .:. . _ WINDOW BARRIER J o oc cn 1�—•- ALLOW FOR FLASHING RESISTIVE BARRIER SHEATHING z � O o z R BACK OVER HEAD 5. FOLD WEATHER RESISTIVE BARRIER ESISTIVE BARRIER TA PE WEATHER INSTALLATION TAPE --�-- 11 6 SILL PAN z FLASHING AND SEAL WITH WEATHER R RESISTIVE L. INSTALL HEAD FLASHING UNDER �/� BARRIER WEATHER RESISTIVE BARRIER O "' _......:::::::. L .....::•t:::::::;:•:.. 3. FOLD WEATHER RESISTIVE ::.. ; `4�T:::......... cn w O ::........:..............._ 5 SILL PAN OVER HEAD ww .........r .. .. ...:............ O BARRIER BACK 0 R ..i.. '::: r:: .... •.ly ::::. :. m ............ ........... FLASHING AND SEAL WITH TAPE z.......... J ........... -, ................ Owe L; .I.. O o t- ..... Ii... J W Q r i :. �.A iiiFi:•Ex' i:Y.. .. .r.: T .,.........�,...... CORNER 2 1 2' FLASHING DO NOT FLASH OVER BOTTOM w z::::r:•: : t;::•:::::::•:;::; NAILING FLANGE > �-- CO°° :. :.::..:•::::::: PATCH W p AA ... ............ in O = ......:...tt:: : i•.ii.�:Y:: O oO :•.,:.Y::•::: LU N :.:::::::::: _� > Z > p FLASHING :;4 4 -';; FLASHING i:21 LU OFy L r ....: . t . Y ..T::::::. L W Q a ::::•.:.. Q -x NOTES: 11J 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6'I WIDE) cC Lu Z (In,Q^ Y T ::: CONFORMING TO AAMA 711-07 Ly 2 Me LU .x.......... FLASHING IN ORDER AS SHOWN BY NUMBERS ........... .INSTALL FLAS En �o 2 = Q w 3. MECHANICALLY FASTEN AS NECESSARY. WINDOWS TO BE INSTALLED PER AAMA 100-07 V (ASSEMBLED WINDOW) EXT_1 TYPICAL SLIDING ING GLASS ..:DOOR FLASHING DETAIL _ _ WINDOW FLASHING DETAIL- EXT 2 TYPICAL W O DET ' Q3 N.T.S. _ (EXT -2) _ D3 (EXT 1) N .T. S. °Cv�t9� z 0 OPTION - A AP!� 0 J O a vCOce 2 1 2' FLASHING DO NOT FLASH OVER BOTTOM w z::::r:•: : t;::•:::::::•:;::; NAILING FLANGE > �-- CO°° :. :.::..:•::::::: PATCH W p AA ... ............ in O = ......:...tt:: : i•.ii.�:Y:: O oO :•.,:.Y::•::: LU N :.:::::::::: _� > Z > p FLASHING :;4 4 -';; FLASHING i:21 LU OFy L r ....: . t . Y ..T::::::. L W Q a ::::•.:.. Q -x NOTES: 11J 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6'I WIDE) cC Lu Z (In,Q^ Y T ::: CONFORMING TO AAMA 711-07 Ly 2 Me LU .x.......... FLASHING IN ORDER AS SHOWN BY NUMBERS ........... .INSTALL FLAS En �o 2 = Q w 3. MECHANICALLY FASTEN AS NECESSARY. WINDOWS TO BE INSTALLED PER AAMA 100-07 V cC ci O - LU LL J J Z Q = = p '' nn o `d LL EXT_1 TYPICAL SLIDING ING GLASS ..:DOOR FLASHING DETAIL _ _ WINDOW FLASHING DETAIL- EXT 2 TYPICAL W O DET ' Q3 N.T.S. _ (EXT -2) _ D3 (EXT 1) N .T. S. °Cv�t9� >- w O OPTION - A AP!� 0 J O a vCOce Ovan G. Drummond, AIA AR 96399 0LUZZ O H W 0 OV Z Javier Hernandez, AIA AR 98560 w 2 D F--' IS w w a 6 1 FLASHING l z w W CONT. DRIP EDGE :::::::.::. CANT STRIP ACROSS DOOR HEAD :q DLL_�� zp=O�■��`� WPB z .� z o ::; .:. ;:•::;;•:::.: ::::.. •:: ;:::::.T ::::::::::... TO DIVERT RAIN .. •.T:.T::::::::••... WALL PER PLAN ,WALL PER PLAN Ln Z Z LL Z � z0 ,N oc................ :.... : SILL PLATE MO'bp� z Z W z UCLQ cn Z W (n 0 ce p z .,. - RAIN DRIP i oc > m Q SEE NOTE #2 ::. :: •.. 1" EXTERIOR ,REGLET ® Z 2:�, Q J J J o J Q W DOOR -. .� LU LL Z U W p oo= w WALL SHEATHING _ EXTERIOR 9 l%% � W W LL O En O WITH WEATHER .:. . _ WINDOW <( z=z0 J o oc cn 1�—•- RESISTIVE BARRIER :3��W UJ �., _ p cn F- W Z to z c" Q'wz� i m m_ W J NOTE: t THIS DETAIL ONLY APPLIES AT EXTERIOR DOORS THAT HAVE NO IMMEDIATE OVERHANGS ABOVE THEM AND DOORS THAT HAVE A SECOND STORY WALL ABOVE THEM. W Qin- Z = W W EXTERIOR DOOR EXTERIOR R WINDOW p�J W WATERPROOFING AT Z W Q F— GC V 4 _ DRIP DETAIL Q arExT-5AI H EAD D H AD DRIP DE L EXT 7_ ENING OR BEAM E 0ocw EXTERIOR OP EXT 6 z z (EXT - 6) >(EXT -7) `D3 ,..., 3 _ D3 T- (EXT 6)- N.T.S. cn � o D3 N.T.S. (EXT 5) N. Sx ��- w_ t U� o�wcn (D w p F-Lcue Z V m ce O a W O w �chQ v az'=[� W U' z TO THE BESTGF:MY KNOWLEDGE,THE DESIGN DEPICIED ON THIS DRAWING CDNNIBS WITH THE APPIIGIBI.ENININUN WOW Q LU ce W a;pZZ O 0F, Ftp Q °Cv�t9� AP!� D Ovan G. Drummond, AIA AR 96399 0LUZZ O H W 0 AR 96730 Javier Hernandez, AIA AR 98560 w 2 D F--' IS w 72328 W Q V Uj_ 0 m W p Q1 00 DLL_�� zp=O�■��`� WPB Lf1 1 4-J 00 Z W Q E Ln Z Z LL Z � z0 ,N I >^o °- NIt o G. MO'bp� z Z L I: LL a_ z UCLQ cn Z W (n 0 ce L Com ML? J N N <� Ce W > Z WW E 't '--� N ® Z 2:�, Q r� t0 0 � d' W � r N .� LU LL Z U W p k - A 00 O�--� 9 l%% � W W z z vt+ <( z=z0 Q :3��W En Ed w coW in U) a 0 � W ru � LLJ W Q 'Lu, JL Z F- r O -J OL Q c. 0 W TO THE BESTGF:MY KNOWLEDGE,THE DESIGN DEPICIED ON THIS DRAWING CDNNIBS WITH THE APPIIGIBI.ENININUN WOW CODE IN MIX AS OF DATE OF CERIVnTION. BELOW... 0F, Ftp g % AP!� D Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W 0 m W p Q1 00 H Q Lf1 1 4-J 00 Z W Q U) N w °c OLU I >^o °- NIt o J M U. V LU = L I: LL a_ z UCLQ v-°o�o 6 W to Q0 L Com ML? EL -(5 0 • E 't Ja=. JV N J �Q r� t0 0 � d' Q ON N z z Oz0 Ln w •1 LU ru x W W W z z Q z bQ � p Q o Z a Z a a W 0 W z LLL. GC L7 W J N 7V 3i Ln C--') m m o Q z � � car � o cr3 U) J H a W W O O M 0 a �Q oz 0 W �Q m 03� cn U) z SERIAL NUMBER 1 a� 49 CL 0 CL CIO O U- C:) oz z0 zO w uwi°eO Lu cc_ a: z <co O w J O w a z owa w co ��.o � Boz a=~ 0 Gz 0 w J w Z oho Lu o z o - a V 3 cwtwQ z V cn at w0 °C� ` z BE a r zz =¢g Lu �ZQ �o� ��0 O oo Vim LuCie8z 0 Q_ 0 O 'cn_ Q�owc 1 m -------- a azo` N SPECS. PLA 2x RIBBON FASTENED W ,O z .EDGE ------ ------ = w om ui CONTINUOUS VENTED OF THE FOUNDATION, 1/4 ce- co Q SHEET TO COMPLY WITH ASTM D 1970 J J o a r- SOFFIT; WOOD LEVEL - uui En a N 0 1/2" RIGID GYP. BD. a J RETURNS WHEN STUCCO SOFFITS ARE � ce DBL. 2x SYP. WD. INSULATION REQUIRED UJ o @ 16,. O.C., TYP. REQUIRED ce i--- TOP PLATE a. O z ENERGY CALCS) CEMENTITIOUS COATING TO w m 2x SYP. #2 WD. STUDS ui " MIN. 7/8 STUCCO (3 WOW FASCIA NAILED TO TRUSS TAILS W/ (2) z @ 16" O.C. TYP. } wz 3 m co w J 2 I� COATS) ON GALV. SELF FURRING FELT REFER TO Lu WALL INSULATION 1/2" GYPSUM WATER RESISTANT BARRIER : (2 LAYERS REQUIRED). -PAPER CONNECT' WALL TO FOUNDATION METAL DRIP -------- CEILING INSULATION DBL. 2x SYP. WD. TOP PLATE EDGE ------ oza_ � g r (SEE ENERGY CALCS) BACKED METAL LATHE & a a- ce cp WOOD LEVEL 1 2" RIGID` GYP. BD. SCHEDULED WINDOW SOFFIT / =00>o� PROVIDE CONT. METAL TERMITE RETURNS WHEN SEE FLOOR PLAN STUCCO SOFFITS ARE DBL. 2x SYP. WD, WINDOW ATTACHMENT HEADER, SEE FRAMING Z u, i o2W� PLAN FOR SIZE AND DEPTH UJ �Wo 2x SYP. #2 WD. STUDS ZZQ V ui >- FINISHED BASE MOULDING MIN. 7 8" STUCCO 3 @ 16" O.C., TYP. GCce co :e a- 0 < uJ 0 oaWo W (n Q V MAIN FLOOR 0 BACKED METAL LATH ELEV. FOR VERHAN W - W,Q`c W z a0 00 I ' owCN�in ocuQuZz 0 `L' a Lu _ v o w W cn UJ o~ 4 CONC SLAB W / _ � Q. —I I e i I- zo=o �ZHcc VAPOR BARRIER E: ` Z� z a T--1 z a. -(n0 o t o Ln NWst zw,..,Q 0be Z N Z � 2: > SEE FOUNDATION t� 2: Lu ED w z ,-r j N Z 1-4 w w p PIAN FOR SIZE AND ,a o` u m z _w� L9_'�� M oz= .o 2 TWO STORY WALL ION SECT a-0 ,_ ,, D7 SCALE. 3 4 - 1 0 0`W m D7 l' - O" SCALE. 3/4 - _ 10 - a J0OO� Q V O 0 o ROOFING PER CONTRACT. (CONTRACTOR TO PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ON A.P.A. RATED SHEATHING PER PLAN SPECS. .ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 SEE PLAN PRE-ENGINEERED WD TRUSS 24 O.C. INSULATION BLOCK SEE PLAN FOR STRAP ALUM. WRAPPED 2x WOOD FASCIA NAILED TO TRUSS TAILS W/ 2 16d @ 241, O.C. , , �, METAL DRIP BACKED METAL LATH ELEV. FOR (SEE ENERGY CALLS.) VERHAN 2x SYP. #2 WD. HEADER STUCCO SOFFIT SPECIFICATION:. SEE SCHEDULE PAPER BACK LATHE W/ CONTINUOUS VENTING NAILED SCHEDULED WINDOW - TO TRUSS TAILS AND A TYPICAL,. (SEE FLOOR PLAN) STUCCO FINISH. WINDOW ATTACHMENT COMPLIANT W FBC-R - 2x SYP. #2 STUD @ 16" MIN. 7/8 O.C. STUCCO (3 COATS) , TYP. ON GALV. SELF FURRING PAPER BACKED METAL LATH WALL INSULATION SEE ENERGY CALCS) EXTERIOR STRUCTURAL SHEATHING PER CONNECT WALL PER PLAN/SPECS FRAMING DETAILS 2x SILL PLATE FINISHED BASE MOULDING WATER RESISTANT BARRIER3/4" GYPCRETE (OPTIONAL) (2 LAYERS REQUIRED): PAPER TOP OF BACKED METAL LATHE & 3/4" THK. T&G SUBFLOOR FLOOR ROOFING PER CONTRACT. (CONTRACTOR TO POLYETHYLENE HOUSE WRAP GLUED & NAILED TRUSS '?_R VIDE PRODUCT APPROVAL FOR ROOFING OR APPROVED EQUAL SYSTEM SY 9 ON A.P.A. RATED SHEATHING PER -------- EXTERIOR SHEATHING TO CEILING INSULATION N SPECS. PLA 2x RIBBON FASTENED W H BE FLUSH WITH THE EDGE .EDGE ------ ------ SEE ENERGY CALLS. SELF -ADHERING POLYMER MODIFIED BITUMEN PER TRUSS ENGINEER CONTINUOUS VENTED OF THE FOUNDATION, 1/4 (SEE ENERGY CALCS) SHEET TO COMPLY WITH ASTM D 1970 GAP BETWEEN FOUNDATION SOFFIT; WOOD LEVEL SEE PLAN 1/2" RIGID GYP. BD. PRE-ENGINEERED WD TRUSS, 24" O.C. RETURNS WHEN STUCCO SOFFITS ARE SHEATHING T S 2x SYP. #2 WD. STUDS DBL. 2x SYP. WD. INSULATION REQUIRED APPLY A LIGHT COAT OF @ 16,. O.C., TYP. REQUIRED AT GARAGE SEE TOP PLATE - ENGINEER FOR TRUSS LAYOUT) ENERGY CALCS) CEMENTITIOUS COATING TO 2x SYP. #2 WD. STUDS FILL VOIDS & HONEYCOMBS " MIN. 7/8 STUCCO (3 WOW FASCIA NAILED TO TRUSS TAILS W/ (2) : 1/2" RIGID GYP. BOARD @ 16" O.C. TYP. 16d @ 24'�O C. I� COATS) ON GALV. SELF FURRING FELT REFER TO WALL INSULATION 1/2" GYPSUM BACKED METAL LATH ELEV. FOR (SEE ENERGY CALLS.) VERHAN 2x SYP. #2 WD. HEADER STUCCO SOFFIT SPECIFICATION:. SEE SCHEDULE PAPER BACK LATHE W/ CONTINUOUS VENTING NAILED SCHEDULED WINDOW - TO TRUSS TAILS AND A TYPICAL,. (SEE FLOOR PLAN) STUCCO FINISH. WINDOW ATTACHMENT COMPLIANT W FBC-R - 2x SYP. #2 STUD @ 16" MIN. 7/8 O.C. STUCCO (3 COATS) , TYP. ON GALV. SELF FURRING PAPER BACKED METAL LATH WALL INSULATION SEE ENERGY CALCS) EXTERIOR STRUCTURAL SHEATHING PER CONNECT WALL PER PLAN/SPECS FRAMING DETAILS 2x SILL PLATE FINISHED BASE MOULDING WATER RESISTANT BARRIER3/4" GYPCRETE (OPTIONAL) (2 LAYERS REQUIRED): PAPER TOP OF BACKED METAL LATHE & 3/4" THK. T&G SUBFLOOR FLOOR ROOFING PER CONTRACT. (CONTRACTOR TO POLYETHYLENE HOUSE WRAP GLUED & NAILED TRUSS A/t'L SEE SCHEDULE SCHEDULED WINDOW SCHEDULED WINDOW (SEE FLOOR PLAN) (SEE FLOOR PLAN) '?_R VIDE PRODUCT APPROVAL FOR ROOFING OR APPROVED EQUAL SYSTEM SY 9 ON A.P.A. RATED SHEATHING PER 1/2 GYPSUM WALLBOARD ON EXTERIOR SHEATHING TO 12" GYPSUM WALLBOARD ON / N SPECS. PLA 2x RIBBON FASTENED W H BE FLUSH WITH THE EDGE STUDS W/ WALL INSULATION ALL ROOFING UNDERLAYMENT TO BE TO FLOOR TRUSSES STUDS W/ WALL INSULATION SELF -ADHERING POLYMER MODIFIED BITUMEN PER TRUSS ENGINEER SEE ENERGY CALCS) OF THE FOUNDATION, 1/4 (SEE ENERGY CALCS) SHEET TO COMPLY WITH ASTM D 1970 GAP BETWEEN FOUNDATION SEE PLAN Q PRE-ENGINEERED WD TRUSS, 24" O.C. BATT SHEATHING T S 2x SYP. #2 WD. STUDS INSULATION BLOCK PRE-ENGINEERED WOOD FLOOR INSULATION REQUIRED APPLY A LIGHT COAT OF @ 16,. O.C., TYP. TRUSSES VERIFY W TRUSS SE E PLAN FOR STRAP TRU ( / AT GARAGE SEE - ENGINEER FOR TRUSS LAYOUT) ENERGY CALCS) CEMENTITIOUS COATING TO ALUM. WRAPPED 2x FILL VOIDS & HONEYCOMBS 2x P.T. SILL PLATE WOW FASCIA NAILED TO TRUSS TAILS W/ (2) : 1/2" RIGID GYP. BOARD 16d @ 24'�O C. 1/2" GYPSUM WATER RESISTANT BARRIER : (2 LAYERS REQUIRED). -PAPER CONNECT' WALL TO FOUNDATION METAL DRIP -------- CEILING INSULATION DBL. 2x SYP. WD. TOP PLATE EDGE ------ WALLBOARD ON STUDS W/ WALL INSULATION - --- - - (SEE'ENERGY CALCS.):. CONTINUOUS VENTED (SEE ENERGY CALCS) BACKED METAL LATHE & PER FRAMING DETAILS WOOD LEVEL 1 2" RIGID` GYP. BD. SCHEDULED WINDOW SOFFIT / POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM Q PROVIDE CONT. METAL TERMITE RETURNS WHEN SEE FLOOR PLAN STUCCO SOFFITS ARE DBL. 2x SYP. WD, WINDOW ATTACHMENT HEADER, SEE FRAMING Z REQUIRED TOP PLATE COMPLIANT WITH FBC-R R PLAN FOR SIZE AND DEPTH SHIELD UNDER SILL PLATE 2x SYP. #2 WD. STUDS ED WEEP SCREED FINISHED BASE MOULDING MIN. 7 8" STUCCO 3 @ 16" O.C., TYP. FINISHED BASE MOULDING COATS) ON GALV.: SELF FURRING FELT REFER TO WALL INSULATION (SEE ENERGY CALCS.) MAIN FLOOR BACKED METAL LATH ELEV. FOR VERHAN �_ �� a ELEV 0 0 _ z p d. 2x SYP #2 WD HEADER A/t'L SEE SCHEDULE SCHEDULED WINDOW SCHEDULED WINDOW (SEE FLOOR PLAN) (SEE FLOOR PLAN) EXTERIOR SHEATHING TO 1/2 GYPSUM WALLBOARD ON EXTERIOR SHEATHING TO 12" GYPSUM WALLBOARD ON / H BE FLUSH WITH THE EDGE STUDS W/ WALL INSULATION BE FLUSH WITH THE EDGE'� STUDS W/ WALL INSULATION OF THE FOUNDATION, 1 411 OU / SEE ENERGY CALCS) OF THE FOUNDATION, 1/4 (SEE ENERGY CALCS) GAP BETWEEN FOUNDATION GAP BETWEEN FOUNDATION Q AND SHEATHINGAND 2x SYP. #2 WD. STUDS.. SHEATHING T S 2x SYP. #2 WD. STUDS APPLY A LIGHT COAT OF @ 16,. O.C., TYP. APPLY A LIGHT COAT OF @ 16" O.C. TYP. CEMENTITIOUS COATING TO CEMENTITIOUS COATING TO FILL VOIDS & HONEYCOMBS 2x P.T. SILL PLATE HONEYCOMBS DS & HO FILL VOI � 2x P.T.`P.T. SILL PLATE WATER RESISTANT BARRIER : (2 LAYERS REQUIRED). -PAPER CONNECT' WALL TO FOUNDATION WATER RESISTANT BARRIER - 2 LAYERS REQUIRED): PAPER ( CONNECT WALL TO FOUNDATION BACKED METAL LATHE & PER FRAMING DETAILS BACKED METAL LATHE & PER FRAMING DETAILS POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM Q PROVIDE CONT. METAL TERMITE POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM �. PROVIDE CONT. METAL TERMITE Z SHIELD UNDER SILL PLATE SHIELD UNDER SILL PLATE ED WEEP SCREED FINISHED BASE MOULDING WEEP SCREED FINISHED BASE MOULDING R MAIN FLOOR MAIN FLOOR J �_ �� a ELEV 0 0 _ z p d. ELEV 0�_011 a d d' 00 I bo a d a a W — a III _ 4 CONC SLAB W / _ � Q. —I I e i I- 4 CONC SLAB W/ _ — VAPOR BARRIER N (— — VAPOR BARRIER Z SEE FOUNDATION SEE FOUNDATION PIAN FOR SIZE AND r R PLAN FOR SIZE AND TYPE OF FOOTING EXTERIOR WALL TYPE OF FOOTING 1 N WITH WINDOW 2 TWO STORY WALL ION SECT <SECTI ,_ ,, D7 SCALE. 3 4 - 1 0 D7 l' - O" SCALE. 3/4 - _ 10 fl. L d 11 U ET MIRROR 311 FROM SET MIRROR 3 - AMITY -5 MIRROR V DRYER VENT TYPICAL END OFF -.BACK SPLASH. FROM INSIDE CORNER a� GAS PIPE TYPICAL Q fORDRYER AS N G ONLY ' H 11-2" I `S I _ oC � Fri I I Occ Y DRYER VENT (TYPICAL)AL )0 COUNTERTOPS 36 HIGH X _ cc GAS PIPE TYPICAL �, r �o w FOR GA (VANITY -5") DRYER ONLY nn _ I - MIRROR � I I �O I, �: ap , z OUTLET BOX 1/4" MIRROR O ..� 0 CENTER SIDEWAYS z z O IN BACKSPLASH �❑ ❑0 2 RECESS cn 1/ 0 X.. z .DRYER VENT B 0 LU O x FOR MIRROR ATTACH PER MFR. ❑ ❑ W_ � — pC INSTRUCTIONSX. cn w O , a co F WALL � 2X4 HAL ,, ❑ o T ;; m M P.T. SILL PLATE N IRR R TRIM 2 M 0 cC z J _ _ LU M IF SLAB ON GRADE O O 0 o W oc CABINET a � 0 z VANITY MIRROR INSTALLATION INSTRUCTIONS. LU w Q x m WITH PEDESTAL i-- 0 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. - W I, 0z x t— oW 2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLEDWALLS, BUTT MIRRORS`TIGHT AT INSIDE NOTE: Q� z 1.DRYER VENT BOX TO .HAVE"KNOCK n KN CK OUTS" FORTOP (MIRROR TRIM WILL NOT BE INSTALLED AT INSIDE CORNERS.) , BOTTOM OR RE R VENT LOCATIONS. 0 O BRACKETS RE UIRED IF w NOTE. BRAC Q oc 11 MOVABLE CLIPS VERIFY MIRROR IS GLUED > F WOOD TRIM REMOVE RE 3. UPON INSTALLATION 0 0 II J W z COUNTERTOP CA NTILEVERS MORE THAN 10 NTA D GAS PIPE SIZES: AND MAXIMUM RINE AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VE N O O BEFORE REMOVING ALL CLIPS)` AND INSTALL WOOD T , > � LENGTHS PER MANUFACTURERS SPECIFICATIONS. LU 0 � 1 - CORNERS. _V) p 12 +/ FROM TOP OF SPLASH AND INSIDE WALL p DRYER F - VENT BOX - ATTACH PER MFR. INSTRUCTIONS P.T. SILL PLATE (IF SLAB ON GRADE) Z w Q O h x Y DRYER ONLY U DTI D TA L VENT .BOX FOR O _ MI:RR R �i/00 TRIM DETA DRYER EN Q LF WALL DETAIL INT 2 MASTER O INT 3 , w W 0 INT -1 KITC � E N H A oc z _ it _ i_ 11 INT -1 ALE . 1 2 1 0 D8 , UcnQ _ 1 (INT -1) �$I C / _ D$ _ ( ) SCALE: 1/2 - 1 Q r W o SCALE: 1/2 1 0 w oC z 0 11 1~ COMPARE 3 a TILE OR STONE ON 1/2 >-AR BOARD MANUFACTURER'S � z DI BACKER 0 D a LouOVER s " EXT. PLYWOOD 17 DIM OF TUB & ON 2X4 FRAMING... PUMP LOCATION 0 O TOLL APPROVED TILE BACKER (REFER '�, " J T CONTRACT SPEC' FICATIONS t— z 0 ) x a VARIES - SEE PLANS 10 1 ROW OF TILE 2X4 @ 1611 O.C. 2X4 LEDGER x x DROP IN TUB x + 2X4 CRIPPLES i 2X4 TO BE P.T. SUPPORT UNDER WHEN IN CONTACT TUB AS REQ. BY W/ CONC. MANUFACTURER'S. (FR_�33DROP IN TUB! )ETAIL :: D 8 11 5ACHITECTURAL TE: SCALE. 3 4 1 0 ( 33 w z / ) 0 � O ( ELVES WILL CT SIZE AND SHAPE VAIRES BY MODEL AS z ,... NOTE: 3 4" X 9" RADIUS MARBLE SH z / SHOWER :ELEVATION 0 ,.� MIC WHEN MARBLE LL AS PLUMBING ACCESORIES. REFER TO P LU z BE USED IN LIEU OF CERA / I FyJ CO 3BY MODEL �- cm MARBLE TILE OPTIONS ARE SELECTED. PLANS �P wQ00 x � cnu7 OnWw HOWER & CURB O N FRAMED E D FLOOR NT_5STANDARD SHOWERSHELF:L CATI N END POST TIED INTO FLOORx INT4 � .O � W Z �•— P cV 11 1 11 INT -5 JOIST BELOW EXTEND TO � � � 11 i 11 INT -4 D8 _ _ i ) ti >- O$ _ _ (_ ) SCALE. 1/2 1 0 �1 Q a m SCALE. 3 4 1 0 � BOTTOMOF FLOOR 70ISTS. cc U cG w Z I z O > O cn O END POST TO PENETRATE W^ c z U cn SUBFLOOR. 0�,Zcf cnwaz �-+ w o FACE NAIL END POST TO N z w BLOCKING. ce co o- 0 ccce zQ 0 w 2x BLOCKING BETWEEN LU U cn Q FLOOR TRUSS AGAINST W J z END POST. _ U) __j W (/) Q // / / /•' Q ''-' x z SUB FLOOR. 00 W ZUj 1—U�0 i li S 0 W W `L W cn _E -I Z 0 C_Z 0 ',.. O Z W c / y NAILS(TYP) B wo �-+ �- FLOOR TRUSS. 2: 03 n w w �� W O (DUwei. C)00 �+ r O W ?� D Q I N �_' Q vi W�� 0°Z= ,oma cn HALF WALL TIE IN DETAIL FR -34 1 �Wm D8 N.T.S. (FR -34 a W J Z J' \ ) - 1� o (INT -3) TO INE BEST OF W KNOWLEDGE, THE DESIGND&ICIED ON THIS DBAWIN ODMKM5 WITH THE AMICABLE NBONON MDING ; CODE IN EIM7AS OF DATE OF CERTIFICATION BELOW. O 0 FL a o0w WALL TILE REFER TO FLOOR PLAN, z a Oar m w0 2X BLOCKING BETWEEN VARIES BY MODEL D A Ovan Z STUDS (3 WALLS) AR 96399 Manuel Gonzalez, AIA Q oC a AR 96730 Javier Hernandez, AIA AR 98560 0 0 Sang-Yub Lee, PE CORN LF W °C VINYL LINER (3 WALLS) EXTENDED 5" o 0 M Uj J O 00 z u m UP WALLS ce o U -- � N >+ W W '~ zz � con Q 100% SILICONE SEALANT BETWEEN o U_ J FLOOR TILE a: Q LU w w - x a TILE BACKER AND VET BED or aco�^_ O� +aQ pW 00 p�Ucm a) 2 o = a. ~o J w a 2" SHOWER DRAIN - J _ Q E cc z > co Q FLOOR TILE - 2 2X4 THRESHOLD ,L > w J1.0 w a 0 J O .. FLOODSTOP - . 00 v' 00 o U_ w �ooc z0 TILE AT DOOR THRESHOLD,' LUa .� U O R vy LU , t -u i w nw.` o GAUGE C ED ADJUSTABLE G U OAT WETB PLAN `6,, x u cOc p z a.>_ SHOWER DRAIN LINER SET IN SEALANT @ LU O = mU 2" SHOWER DRAIN s FLANGE OVER ROOFING FELT Q Z LU Z VARIES - SEE PLANS 10 1 ROW OF TILE 2X4 @ 1611 O.C. 2X4 LEDGER x x DROP IN TUB x + 2X4 CRIPPLES i 2X4 TO BE P.T. SUPPORT UNDER WHEN IN CONTACT TUB AS REQ. BY W/ CONC. MANUFACTURER'S. (FR_�33DROP IN TUB! )ETAIL :: D 8 11 5ACHITECTURAL TE: SCALE. 3 4 1 0 ( 33 w z / ) 0 � O ( ELVES WILL CT SIZE AND SHAPE VAIRES BY MODEL AS z ,... NOTE: 3 4" X 9" RADIUS MARBLE SH z / SHOWER :ELEVATION 0 ,.� MIC WHEN MARBLE LL AS PLUMBING ACCESORIES. REFER TO P LU z BE USED IN LIEU OF CERA / I FyJ CO 3BY MODEL �- cm MARBLE TILE OPTIONS ARE SELECTED. PLANS �P wQ00 x � cnu7 OnWw HOWER & CURB O N FRAMED E D FLOOR NT_5STANDARD SHOWERSHELF:L CATI N END POST TIED INTO FLOORx INT4 � .O � W Z �•— P cV 11 1 11 INT -5 JOIST BELOW EXTEND TO � � � 11 i 11 INT -4 D8 _ _ i ) ti >- O$ _ _ (_ ) SCALE. 1/2 1 0 �1 Q a m SCALE. 3 4 1 0 � BOTTOMOF FLOOR 70ISTS. cc U cG w Z I z O > O cn O END POST TO PENETRATE W^ c z U cn SUBFLOOR. 0�,Zcf cnwaz �-+ w o FACE NAIL END POST TO N z w BLOCKING. ce co o- 0 ccce zQ 0 w 2x BLOCKING BETWEEN LU U cn Q FLOOR TRUSS AGAINST W J z END POST. _ U) __j W (/) Q // / / /•' Q ''-' x z SUB FLOOR. 00 W ZUj 1—U�0 i li S 0 W W `L W cn _E -I Z 0 C_Z 0 ',.. O Z W c / y NAILS(TYP) B wo �-+ �- FLOOR TRUSS. 2: 03 n w w �� W O (DUwei. C)00 �+ r O W ?� D Q I N �_' Q vi W�� 0°Z= ,oma cn HALF WALL TIE IN DETAIL FR -34 1 �Wm D8 N.T.S. (FR -34 a W J Z J' \ ) - 1� o (INT -3) TO INE BEST OF W KNOWLEDGE, THE DESIGND&ICIED ON THIS DBAWIN ODMKM5 WITH THE AMICABLE NBONON MDING ; CODE IN EIM7AS OF DATE OF CERTIFICATION BELOW. 0 FL �rGo I � z a 967 D A Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W 0 M Uj J O 00 D o Q Q a) u? 4-J 06 U Z w � N >+ W W °C cn Qw rr.j > 00 0 '•-Nd' E J D M � U Q LU .J H U =z aco�^_ O� +aQ pW 00 p�Ucm a) 2 o = J L 1 -_ 0 Q J _ Q E J N =Q a o N , J1.0 ^o 0 N N a z o o z0 LU t -u w LU x u LU LU Q Z LU Z b Q z b LU < Z o < � W 0 J W z U_ ' LULU V-4 vi c m ca p 0 Z o � � �I W 0 Ices W 0 O Q (n Q o z ca LUQ cn to cn z SERIAL NUMBER 1014.1