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577 COASTAL OAK LN - ARCH. DRAWINGSZ tL r... O D Z Z O Z V) LU O � LU F- E^mom L O a1rr—yyO� W OG 0 a�Z O Wa iE O w r, 0ISLLI O O Z z = �— aE'~z WHO J W Z Oho BOE � Z W=0 LLQ CC w Z UcnQ L9 U) w � Z O 3 a � Zz _'U t—aL Ce o W O J 0 Ce�LL. oam w 0 Ce g cc o a z � Q ,� L w U i mw Zp z �cn¢ u.l W i=- CL i O z w m¢ j o mj 0 �Q Lu to u oog7 V O ou7 M aGo 0 cc tt a O Z LU m �oLn o�q0 En z w Z " m co w J LU a p z = w i u7 U) �w Oz _ w aa H U cc � u7 Q a W CO Vccw 00En 0� oZ V N WZ �WZ 0Ujo 1--I Cm 0 ¢ w O w > V F- con 0 nuQ a o U) Zo LU Ce En to to O O w o LLJ v o LU LLJ �euRW2: ABBREVIATION LIST Abbrev. Description Abbrev. i n Description t Abbre . tion Description # NUMBER F.P. FIREPLACE PT. LD. POINT LOAD & AND FRT. FRONT PWD. POWDER P 0 72328 EQUAL ` Q U FT. FEET PLW. PLYWOOD SPANISH TILE ' AT FTG. FOOTING 101 MPH S HAKE SIDING A C / AIR CONDITIONING F.O.M. FACE OF MASONRY R RISER ABV: ABOVE 2017 FUEL GAS BRICK RA RETURN AIR AD]. ADJUSTABLE GAL GALLON RAD. RADIUS A.F. ABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. 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 RQD. REQUIRED Q Z STANDARD NOTES & DETAILS J D3 R & SH ROD & SHELF B.B.Q. BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL BD. BOARD HB HOSE BIBB ELEVATION ABBREVIATIONS ABBR. 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 MEDITERRANEAN 19 SH. SHELF 20 COU. INSUL INSULATION SHWR. SHOWER CALC CALCULATIONS INT. INTERIOR SL. SLIDER C.I.- CONTROL JOINT I.L.O. IN LIEU OF SPECS SPECIFICATIONS CL CENTER LINE BORDEAUX 33 S.P.F. SPRUCE PR CE PINE FIR CLG CEILING KS KNEE SPACE SPRG. PT. SPRING POINT CMU CONCRETE MASONRY UNIT TUSCAN 44 STD. STANDARD C.O. CLEAN OUT L LONG STL. STEEL COL. COLUMN LAV LAVATORY STOR. STORAGE COMP. 'COMPRESSOR, LDRY LAUNDRY CO NC. CONCRETE LIN LINEN T TOP CONT. CONTINUOUS LT LAUNDRY TUB T&G TONGUE & GROOVE TEMP. TEMPERED DB. DOOR BELL M.B. MAST THK. THICK DBL. - DOUBLE MAX > MAXIMUM T.O.T P F 0 0 DR. & SH. DOUBLE ROD & 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 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 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. OPTION(AL) 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 SQUAREFOOT 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. IPOWDER ROOM FND. IFOUNDATION I P.T. IPRESSURE TREATED ARE FOOTAGE SQU 00 GE N OTES GRAPHICS LEGEND .F. - `--- SECTION PARTIAL S 0 N - R E ELEVATION INTERIOR L 0 DETAIL # DRAWING # DETAIL # DRAWING # - - BUILDING SECTION --- DETAILCALL-OUT DETAIL # DRAWING # DETAIL # -/ 3569 ASCE 7-10 CEILING HEIGHT CHANGE 72328 A1.N FOUNDATION PLAN NOTES SCHEDULES & DETAILS F.B.C. 6TH EDITION CENTER LINE. MATE DESIGN WIND SPEED =. ULTI D SPANISH TILE ' OIL (2017) MECHANICAL ELEVATION MARKER 101 MPH S HAKE SIDING ( 2017 PLUMBING SLAB RECESS F.B.C. 6TH EDITION CONSERVATIO SIDING' :...:'..: +.18/-.18 VIE. FRAME BEARING WALL 2017 FUEL GAS BRICK X rrv. F.B.C. 6TH EDITION INTERIOR WALL 0 STUCCO TUCCO FINISH FEMA RULES & REGULATIONS N.F.P.A.1012.14 CMU MASONRY WALL E 7-1 ASC : MINIMUM DESIGN LOADS 0 EARTH THS AFTER THE DATE ED DRAWING AND DESIGN IS VALID FOR 12 MON IT IS SIGN G AND SEALED OR WHILE CURRENT CODE IS VALID GABLE END WALL z INSULATION IBUILDING SECTIONS :. FRAMEDKNEEWALL - DECORATIVE STONE 7—:.1 LU qC DROPPED SOFFIT IFIRST FLOOR DIFFUSER LAYOUT PRE -CAST LINTEL/ HEADERR ARE FOOTAGE SQU 00 GE N OTES AREA CALCULATIONSS .F. FIRST FLOOR 2607 TOTAL LIVING AREA 2607 FLOOR -FRAME BUILDING TYPE. B U COVERED ENTRY 72 COVERED LANAI 288 GARAGEs �) 602 TOTAL 3569 00 C) 0 Q TO THE BESF OF NY KNOWCEDGF, THE DES1, DEPIBUBCTED ON THIS - DRAwm CONFU6 WITH THE AMrABIE MINI*N DDIG . ODDS IN EIMTAS OF DATE OF CEATIFICATIDN kM. ' DESIGN CRITERIA TWO STORY: FIRST FLOOR- FRAME SINGL FAMILY RESIDENCE: GROUP R3 SECOND FLOOR -FRAME BUILDING TYPE. B U V - B IGENERAL NOTES RISK CATEGORY: II DESIGNBASE ` ON FLORIDA BUILDING DE U G CO WIND DESIGN BASED ON: ASCE 7-10 6TH EDITION (2017) 72328 A1.N FOUNDATION PLAN NOTES SCHEDULES & DETAILS F.B.C. 6TH EDITION 2017 RESIDENTIAL ( ) MATE DESIGN WIND SPEED =. ULTI D 13 MPH 0 F.B.C. 6TH EDITION (2017) MECHANICAL NOMINAL DESIGN WIND SPEED = 101 MPH 6TH EDITION F.B.C. 6 CEXPOSURE.. ( 2017 PLUMBING B F.B.C. 6TH EDITION CONSERVATIO (2017 ENERGY 4 ENCLOSED BUILDING INTERNAL AL PRESSURE COEF.: +.18/-.18 VIE. F.B.C. 6TH EDITION 2017 FUEL GAS DOORS, S DOORS SEE FLOOR FOR WINDOW 00 WINDOWS/ PLAN FOR ACTUAL PRESSURES: X rrv. F.B.C. 6TH EDITION (2017) ACCESSIBILITY NATIONAL ELECTRIC CODE 2014) (NFPA 70) ' FEMA RULES & REGULATIONS N.F.P.A.1012.14 EXTERIOR ELEVATION DETAILS E 7-1 ASC : MINIMUM DESIGN LOADS 0 THIS THS AFTER THE DATE ED DRAWING AND DESIGN IS VALID FOR 12 MON IT IS SIGN G AND SEALED OR WHILE CURRENT CODE IS VALID 00 C) 0 Q TO THE BESF OF NY KNOWCEDGF, THE DES1, DEPIBUBCTED ON THIS - DRAwm CONFU6 WITH THE AMrABIE MINI*N DDIG . ODDS IN EIMTAS OF DATE OF CEATIFICATIDN kM. ' LIST OF DRAWINGS . , COASTAL ELEVATION a C1 ICOVER SHEET -'Index of Drawings g g GN1 IGENERAL NOTES Ovan G. Drummond; AIA AR 96399 Manuel Gonzalez AIA FOUNDATION PLAN Javier Hernandez, AIA A1.82 IFOUNDATION PLAN 72328 A1.N FOUNDATION PLAN NOTES SCHEDULES & DETAILS 0 ' O1 Uj J FLOOR PLAN � o 0. F- �'— Q00 A2.82 IFIRST FLOOR PLAN d" V U)N C A3.82 ISECOND FLOOR PLAN A3.N IFLOOR PLAN NOTES, SCHEDULES, & DETAILS =SIL. N . [ � IL Q J G. O p 47 -0 0 ►. V W CA � '0 EXTERIOR ELEVATIONS �J Q- A5.82 FRONT & SIDE ELEVATIONS 0 N A5.1.82 REAR & SIDE ELEVATION, & ROOF SLOPE PLAN O A5.2.82 EXTERIOR ELEVATION DETAILS 0 0 BUILDING SECTIONS z A7.82 IBUILDING SECTIONS Z to DIFFUSER LAYOUT LU qC M1.82 IFIRST FLOOR DIFFUSER LAYOUT Li M2.82 ISECOND FLOOR'DIFUSSER LAYOUT LU B.ECTRICAL LAYOUT E1.82 IFIRST FLOOR ELECTRICAL LAYOUT E2.82 ISECOND FLOOR ELECTRICAL LAYOUT Q w Z Q Z STANDARD NOTES & DETAILS J D3 STANDARD NOTES & DETAILS Q Z -r D7 STANDARD NOTES & DETAILS D 8 TA STANDARD NOTES &DETAILS 0 o a to Q- a DOUSE ELEVATION ABBREVIATIONS ABBR. FULL NAME ELEV. CODE MAN. MANOR 03 WIL. WILLIAMSBURG 07 x PRO. PROVINCIAL 08 CHA. CHATEAU 09 VER, VERSAILLES 10 p` CLA. CLASSIC 18 ; MED. MEDITERRANEAN 19 TRA. TRADITIONAL 20 COU. COUNTRY MANOR 21 HER. - HERITAGE 22 CMN. CIMMARON 28 MSN. MISSION 30 CFT. CRAFTSMAN 31 j SCL L SPANISHNIAL CO 0 32 s 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 00 C) 0 Q TO THE BESF OF NY KNOWCEDGF, THE DES1, DEPIBUBCTED ON THIS - DRAwm CONFU6 WITH THE AMrABIE MINI*N DDIG . ODDS IN EIMTAS OF DATE OF CEATIFICATIDN kM. ' 201,8 January 11,tl . , a AR 9i g g 3 Ovan G. Drummond; AIA AR 96399 Manuel Gonzalez AIA AR 96730 Javier Hernandez, AIA AR 98560 ' Sang-Yub Lee, PE 72328 LIJ 0 ' O1 Uj J O � � o 0. F- �'— Q00 LT) ami B •� Z Lu Q N V . d" V U)N C cJc W � O. W >:''" Q` a — 0 M 0 Q W _ =Z =SIL. N . [ � IL Q J G. O p 47 -0 0 ►. V W CA � '0 L C 0 m � � o �J Q- E0co E V t/1 J d 'Q 0 N J J ¢ W 0 to O N °. 0 0 z Z Z to ; LU qC 1 Li Ce LU cn LU f Q w Z Q Z H w � (n ' Q J 1— Q Z Q 0 o a to Q- a O a: Q > p ce w Z J V o 0 w Q Z O N � F— Z O ,-4 o u, U) ,.., m m o a ZLU w Y 0 o � � �L Z o wLy V)ui `+ w LU L W in 0ca I V LU n z SERIAL, `NUMBER 1014.0 zw 1.4 0 p z 00 zcnw 0F''_ LU F - v) w 0 C_ W CC z m OO w J p O N Uj a 0 z J W Q W = m 1- 0 W p 0, z=E— QRZ o 0 W U) J W Z _0>0 w C 'mow G U) p H Z � U CWC W Q Na 0 w C_ U) CC 5. w=0 Q. 1-1� W }. Z Z w p ciO' W L= -J M 'a (� C) oC a 0 J VicemCG F-1 CWC O `z a0 CC o_ p0cn Q—cwC CC V ~W U_ co Z Z p I�c) Z w W 4 � LU a -cc � O w z co 0 _j1— Q 0 _ _1- p W V) w 001 0 U CC U) 4 F� p 0 aC O 0 a z LU m U H p U) pw0Ui Z cn 0 t3 Q�cLnnZ �- ca z 3: coLU _j p Uj a p p z = 0 w 3::w to Ocn -= W Z dd H U Cc g U, ce m ZW w Z 0 > �U)00 c�F- w zUcn p w W c n cn wp z H_ 0 U z CC et G CC p ao a .Cc z a w 0 D > z z = p wz J cn N J Q Lu w Q cC o_ c 0 Uj ce O W Z W p � Uj F- V �--•W F - z w0 w i Uj DOC cnM02t Z p 2 ` E 5 .�z �a 0 �o [� b z d: Z� dam- �cn �W� F- 4 > wp�>. g W ' Zo W % Z 0�0 (D P--4 O Z W O N o_ch p o aW'SLL_ G 2 LL tl v W �5• ao Uj ►O�_, to U) O cC 'i- Uj in LU, li pzi2 H _j00W < 8 R O - TO THE RES3FOF MY. Ivrow�nc�, THE IEAvrDEF�cTEo oe INS DRAWING COMPIIS WRx CM IN: EFFECT AS OF DAZE GF � MCATM BELOW.. GENERAL NOTES a v Goy DOORS &WINDOWS PLUMBING NOTES 1. IT IS THE SUBCONTRACTORSR SOLERESPON RESPONSIBILITY DETERMINE ERECTION PROCEDURE ALL BEDROOMS REQUIRE AN OUTSIDE WI R WINDOW 0 D00 OPERABLE Q 0 E FROM THE INSIDE THE THESE PLA . NS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. P LUMBING AND - USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 0 INCHES 2 C S WIDTH, 24 INCHES IN. RESIDENTIAL AND SEQUENCE TO INSURE THE SAFETY 0 Q THE BUILDING AND ITS COMPONENT PARTS HEIGHT & 5.7 S . FT,. IN AREA. THE BOTTOM THE OPENING HAL �� , Q_ SHALL NOT MORE THAN 44 OFF THE DURING ERECTION. THIS INCLUDES, BUT SNOT LIMITED TO ,:THE ADDITION OF it FLOOR AND NO PART OF THE OPERATING MECHANISM' SHALL BE PLACED HIGHER THAN 54 A.F.F. ,I ALL H I OSE BIBS SHALL BE FURNISHED W BACK FLOW PREVENTERS / E S AND BE MOUNTED 26 ABOVE GRADE. Ovan G. Drummond AIA WINDOWS GREATER THAN 72 ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT AR 96399 WHATEVER TEMPORARY BRACING GUYS 0 _ TIE DOWNS MAY BE NECESSARY. GREATER THAN 24"OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PERR616.2. DRAWINGSARE DIAGRAMMATIC.. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES PIPING, AR 96730 THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. EQUIPMENT, ETC. AR 98560 WINDOWS INDICATED WITH E OR EGRESS MUST BE MANUFACTURED TO CONFORM TO THE BLDG. SHOWER HEAD -Yub Le P g e, E CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. '- 'HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE 7'-4" �..�..� 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" o rn SHOWER ENCLOSURES AND WINDOWS LESS THAN 60 ABOVE STAIR LANDINGS OR TREADS SHALL BE GENERALNOTESTEMPERED STRUCTURAL DESIGN CRITERIA SAFETY GLASS SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS P S Q ENTS ER 2017 FBC 2411.1.2 w LnF- .15 _ co LIVE LOADS.. ROOF (REDUCIBLE) 20 PSF. REDUCIBLE SINGLE SWING EXTERIOR DOORS CONNECTING C EC ING GARAGE TO LIVING AREAS SHALL BE DIPPED WITH Q ALL R> L WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES RULES REGULATIONS AND RESTRICTIONS HAVING JURISDICTION S CTION ON THIS PROJECT. RESIDENTIAL FLOOR U LE UNLE S OTHERWISE INDICATED 40 PSF 3 SOLID WOOD DOORS NOT LESS THAN 1Y8 INCHES 35 MM IN THICKNESS SOLID OR HONEYCOMB CORE _ STEEL DOORS NOT LESS THAN 1/ INCHES 35 MM THICK OR 20 MINUTE. FIRE. RATED DOORS.. s ( ) CONTRACTOR SHALL VERIFY FY ALL DIMENSIONS TO CONSTRUCTION. THE ARCHITECT SHALL BE BALCONIES DECKS / 40 PSF 40 PSF , WHERE MASONRY OPENINGS REQUIRE WOOD F R _ Q 00 FRAMING, TO FIT WINDOW OR DOOR: SIZES, PRESSURE `NOTIFIED F ANY DEVIATION 0fROM THE PLANS PRIOR'T 0 CONSTRUCTION. STAIRS ATTIC WITHOUT STORAGE 10 PSF TREATED 2x8 STUDS MAY BE SECUREDTO THE :MASONRY WITH 1 DIA. x 2 H J4 3 1/ TAPCON SCREWS, 6 II ' FROM EACH END AN 12 D C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ - DRAWINGS SHALL NOT BE SCALED. ATTIC WITH STORAGE 2 F 0 PS I. 2 ROWS OF lOd NAILS AT 10 C/C. INSTALL SOFFITS PER FBCR R703.1.3 AND R616. HABITABLE ATTICS R SLEEPING ODMS 30 PSF. -30 PSF WIND BORNE DEBRIS REGION SEE ROOF SLOPE PLAN FOR STANDARD NDARD GUTTER LOCATIONS AS REQUIRED). ( NNNJ PSI H BUILDING CODE EXTERIOR OPENINGS I GS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA3000 O CONCRETE CONCRETE UNLESS OTHERWISE I DILATED _ SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI DADS STRENGTH O tL OR FLORIDA PRODUCT APPROVAL T 0. L NO ICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE 0 2 DAY 8 S Z MINIMUM REQUIREMENTS F Q S OR CODE COMPLIANCE. IN AN EVENT OF ACONFLICT -BETWEEN THE w Z REINFORCING. WELDED WIRE FABRIC SH CONFORM TO ASTM A185 APPROVED NOA AND THE CONSTRUCTION DOCUMENTS,THE MOST RESTRICTIVE REQUIREMENT SHALL Q PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. z ALL REINF L ORCING BARS _ ASTM A615 60 60,000 PSI ' 0 ALL STIRRUPS AND _ ASTM A615 60 60,000 PSI GYPSUM WALLBOARD � > POLYPROPYLENE FIBER FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF FIBERS PER CUBIC YARD „ „ ,, PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5 8 TYPE Y / / X GYP. BOARD ON ALL w oC ..CONCRETE ASTM C90-01, STA DARD N „ ,S EIGHT UNITS fm 1500 PSI MORTAR TYPES 1800 PSI � GARAGE CEIL W WHERE H E HABITABLE'SPACE EXIST .ABOVE: GARAGE SHALL BE SEPARATED FROM THE " RESIDENCE AND IT ATTIC AREA S C EA BY NO LESS THAN 1 2 GYP.: BOARD APPLIED TO THE GARAGE SIDE. tu MASONRY CONCRETE GROU 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED cn UNITS: DURING CONST CTION HARDIE BA I BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS UP TO 8 ABOVE FINISHED FLOOR. W STRUCTURAL - ALL STRUCTURA AND -MIS ELLANEOUS STEEL A36 36,000 PSI, U.N.0 SHP AND FIELD D Uj Z STEEL. WELDS. E70XX ECTRODE S ALL BOLTS CAST IN CONCRETE. ASTM A36 OR ASTM A-30 7 ENCLOSED ACCESSIBLE LE SPACE UNDER STAIRS ;SHALL 'HAVE WALLS UNDER - STAIR AND ANY Uj . SOFFITS PROTECTED ON THE ENCLOSEDSIDE WITH 1/2 INCH GYPSUM BOARD. WOOD BEAMS RAFTERS JOIST P TES: U.N.O. NO. 2 SOUTHERN YELLOW PINE 19% M.C. \ 0 Q Z FRAMING: ROOF DECK. PLYWOOD C C C D, EXTERIOR, or OSB w FLOOR SHEATHING: T A- 0 S H &G GROUP 1 APA RATED (48/24) (B/2) GLASS BLOCK LU p WALL SHEATHING: PLYWOOD . C -C C -D EXTERIOR OR OSB / _ • MORTAR TO HAVE COMPRESSIVE STRENGTH. TYPES 1800 psi AT 20 DAYS • = VERSA LAM BEAM. Fb 29 0 PSI EXPANSION TRIP STRIPS TO BE PLACED PER MFG. SPECS. . WOOD COLUMNS. PARALLA 2 .OE U.N.O. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. WOOD ROOF DESIGN LOADS. • SHINGLE ROOF. TILE ROOF. BUILDING U NG ID EN TIFICATION TRUSSES: TOP CHORD LIVE LOAD. 20 PSF 20 PSF APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH Uj w TOP CHORD DEAD LOAD.. 10 PSF 20 PSF POSITION AS TO BE PLAINLY INL VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE Ui V o PROPERTY. SAID NUMBERS SHALL BE A MINIMUM OF 4" TALL AND 1/2" THICK AND CONTRAST WITH BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF THEIR BACKGROUND. TOTAL: 40 PSF 50 PSF p Q Z STUCCO' tali WIND UPLIFT RESISTANCE: 10 PSF 10 PSF ALL EXTERIOR CEILINGS,, EXPOSED TO WIND FORCES SHALL BE 7/81, 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. LLJ LOAD, BUT NOT EXCEEDINE ACTUAL DEAD LOAD; O 0 z CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. WOOD FLOOR DESIGN LOADS: J ._ TRUSSES. _DEAD LOAD. 20 PSF OUTDOOR KITCHENS - . LIVE LOAD. 40 PSF S II ALL CONSTRUCTION WITHIN 24 OF EXTERIOR GRILLS A - E G IL S ND COOK TOPS SHALL BE NON-COMBUSTIBLE. _ +, .., TOTAL: 0 60 PSE CMU LIGHT STEEL GAU f F - G FRAMING OR OTHER MATERIAL DET ERMINED AS NON-COMBUSTIBLE BY THE RESIDENTIAL �. , W z FBC SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR ti ch GRILLS OR COOKTOPS. FOUNDATION/SITE PREPARATION: ANCHORAGE,.:. . METAL AND WIRE LATH: ;;. 1. ALL METAL LATH SHALL BE LAPPED 1" INCH MINIMUM. WERE DESIGNED FOR AN ALLOWA 1... LE SOIL BEARING PRESSURE OF 2,500 PSF ,FOOTINGS ti . IN EXCAVATIONS AND SLAB SUBGRAD SHALL BE COMPACTED TO A DRYDENSITY 2. ALL ATTACHMENT FORSECURING METAL LATH WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALLFOO BE PLACEDNOT'M MORE N 6 INCHES APART AND SIDE LAPS SHALL BEEC S URED'TO SUPPORTS AND BE w. _ ._.- 0 .OFAT LEAST 98✓0 OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN TIED BETWEEN `SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. .a ACCORDANCE WITH ASTM`D-1 557. TREAT ALL SOIL FOR TERMITE PROTECTION. 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT A. 2. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST. INCH AND / BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL T AND WIRE LAN SHALL BE a , TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS ATTACHED TO CEILING JOISTS DR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. r. FAILING TO MEET THE GEOTECHNICAL ENGIN. ER'S REQUIREMENTS SHALL BE RECOMPACTED 11 GAUGE BARBED GALVANIZED OR BLUED NAILS 1 INCHES LONG HAVING A HEAD NOT LE THAN � � /z SS INCH IN DIAMETER. hftt. w AND RETESTED AT THE CONTRACTOR'S EXPEN 3E, AND AS DIRECTED BY THE ENGINEER. 3. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY AND THAT THE MIRRORS ` COMPACTION. REQUIREMENTS HAVE BEEN ME1 SHALL BE MADE BY THE GEOTECH. ENGINEER. MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. H.V.A.C. NOTES THESE PLANS LAMS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA. BUILDING.. CODE. TERMITE SPECIFICATIONS: T MECHANICAL RESIDENTIAL AND ENERGY CONSERVATION SECTION R318 PROTECTION AGAINST TERMITES CT S MOUNT ALL THERMOSTATS - OS SAT +4 0 ABOVE .FLOOR.` . TERMITE PROTECTIONHALL BE PROVIDED S 0TERMITICIDES, BY REGISTERED INCLUDING SOIL APPLIED ` ALL INTERIOR & EXTERIOR 0 MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE Q ' PESTICIDES BAITING SYSTEMS AND PEST CIDES APPLIED TO WOOD, R W 0 , 0 OTHER APPROVED, METHODS WHERE SHOWN -0N THE DRAWINGS ASR REQUIRED ' LOCAL CODES. THE H.V.A.C. EQ BY THE LOCA U , OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION SEE � CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. SECTION 202, REGISTERED TERMITICIDE). JPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, 'A CERTIFICATE. F COMPLIANCE SHALL BE ISSUED TO THE BUILDING ELECTRICAL NOTE S DEPARTMENT BY THE LICENSED PEST CON 0L COMPANY THAT CONTAINS THE FOLLOWING STATEMENT. THE DWGS.' ARE DIAGRAMMATIC &INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. THE BUILDING HAS RECEIVED A COMPLETETREATMENT FOR THE PREVENTION OF 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.. D0 NOT SCALE ELECTRICAL DRAWINGS. DEPARTMENT OF AGRICULTURE AND CONS MER SERVICES." ALL WORK SHALL R BE DONE IN ACCORDANCE WITH THE LATEST. EDITION OF THE NATIONAL NOTE: ELECTRICAL. CODE &ALL CODES REGULATIONS &RESTRICTIONS :HAVING JURISDICTIONS. 0 S 1 METHOD OF TREATMENT SHALL. BE APPROVED „ BY THE GOVERNING JURISDICTION "LIQUID B Q U ORATE _ .' GROUND FA LT U CIRCUIT PROTECTION; ECT ON :ALL 120V SINGLE PHASE 1 2 5 & 0 AMP OUTLETS INSTALLED OR BORA-CARE PRODUCT METHODS APPROVAL DATA MUST BE ON FILE WITH MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT THE $UILDING DEPARTMENT. OUTDOORS, IN BATHROOMS, &'GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. ., 2 PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXP EXPOSES UNTREATED SMOKE AND CARBO MONOXIDE ONOX DE DETECTORS HA I SHALL BE HARD WIRED 110 VOLT TYPE TO ( ) PORTIONS OF WOOD ARE REQUIRED TOBE FIELD TREATED TO PREVENT INSECT INFESTATION. - NON -SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO - THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND ARB C ON MONOXIDE" OPTIONAL BORATE APPLIED TO VISIBLE DETECTORS SHALL BE PROVIDED W VISIBLE POWER ON INDICATOR' AND A TEST BUTTON WITH W/ Q ALL FRAME MEMBERS WITHIN 24 A.F.F. " BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. ALL ELECTRICAL SWITCHES SHALL BE 48 A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6 .FROM EDGE OF OPENINGS. ALL WALL RECEPTACLES SHALL BE 12" A.F.F.'UNLESS OTHERWISE .NOTED. ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC FAULT INTERRUPTER PER NEC 210.12 ONT CTO C RA R SHALL VERIFY WITH THE LOCAL POWER COMPANY, THE LOCATION OF SERVICE AND ' SHALL LOCATE METER AND PANEL AS REQUIRED. � Q VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. z ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30" A.F.F. IN EVERY KITCHEN FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN,,SUNROOM, BEDROOM` RECREATION ROOM BATHROOM GARAGE BASEMENT, LAUNDRY AND OUTDOOR AREA, ALL <: 125 -VOLT, 15- AND 20- AMPERE' RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. 0 THERE ARE NO EXCEPTIONS. J W V - z Q z - TO THE RES3FOF MY. Ivrow�nc�, THE IEAvrDEF�cTEo oe INS DRAWING COMPIIS WRx CM IN: EFFECT AS OF DAZE GF � MCATM BELOW.. F FLO a v Goy t , AR 967 Cj µ Ovan G. 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SIV O M.WIIA M C Q W _z i J s U J Q 0. .,.+ N -pp 2 a/ LTJ L�n 00 L C ()0 m a) 2 'n c -i v1 £ N Q J a Q v° P: J .�.� tp O o N a 0 0 w z _O z cin S l � LU oC Uj , to ce LU tTj LU Uj Q1-1 z LU 2 a J 1- Q z Q v O (� Q W 0 �c a. 0Z V O � w Q Z O LU .J 0 + -1 m m _o a � 0 o U w (:En N z �- 00 O � Z o r� U I-- a (Al LU � Z cc ta w m LLJ = O LU _ SERIAL NUMBER 1014.0 Z LL P-4 C:) o z z0 a � � cn MP u7 O .� w SLAB LAYOUT NOTES: CODE IN EIFECTAS OF DATE OF CMIFTC nDN BELOW. 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS. January 10, 2018 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS W pe F- (/} Lu O 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 p O .� w CODE IN EIFECTAS OF DATE OF CMIFTC nDN BELOW. 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Drummond AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj Uj J 1-4 00 o I' W T � 00' U Z a� J V cn�c1 C N ^ M W a N O 'er >� p a cq o • J 0 M LL U LU xz 0.U J 4 a . U0 0 O LU V1 00 C pp m w fp. Ln J L.6 0 G'Q' Q , FE Q a O N BB>J J a � 0, tD It 0 N d H 0 z O z 1 0 1 W cc ' oc W to(n Ln LU z a z W (n Q J Z z Q Q I— " p^ z O (J') �C 0 a LU z � W V Q Z o N UJ �— u7 o c7 0 1 m p w J Q LUJ 0 W V LU 0 Z O Z U Q W p i0 z _ mLW to Oma. ui c V) cn z SERIAL NUMBER 1014.0 A7. 2 COURT. SEE DETAIL 9 ON 8 SHEET A5.2.82 8 0 0 80-011 z _0 - -4 16 -0 a ...1 13 10 16 0 6 111-811 cn � cc PAVER z(nW oGAS TANKLESS 1 _ 1 r I I LANDING w I cc I - WATER HEATER cn w O - c a ( ( GAS LINE TO WATER m I z , HEATER I I I I 1 oW _ J _ LL B A� O O 0 A A A 5 HB OI O t— w a N 0 ,. R H -� TEMP. GLASS SHWR. _ &S W a d- _ .. 1 I t n m .•. 2 4 _ 1 II i- ENOL. TO FIN. FLR. I O _ ::. 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Z COVERED " zo R I _, 8 -' 1.•.,. � FRAME HEADER GOURMET o ' - T -T 6 u cn I - r -I .. F- w OUT TO MATCH I 1 o I 1, I( 11 _ LANAI _ , z v 31 6 _ KITCHEN I 4 "6, 13 '$ 111-2" i,, cn COLUMN -WIDTH I '_ M 10.0 CLG L� N _ Y 4�,wcn ( 10'4' CLG. I o I h cn w o z GAS COOKTOP ' W �z _ .. 833 B33" II , B33 " B36 F m o- o VEN NW3W33" W36"< L== o 9 -----1 w V Z - wt�� OA 21COLUMNS HB w �w¢ - I OE OF r TYPOF2 I , w O U� ce W Z Z 0 W -0 131-811 81-011351-811 31-111 21-81 w= p 1- V w I 10 _ - w 1 62 0 � 48 3 cn r -y w H LL. r� T � 0 = o I 80-0 w H aC U)z w zozN Z O z a cn g ob z o Z Uj w z. � W W Z wCLz{C t� W LL z w 0 aa p QC � UO -)w 1...1. w� w _ z=,Uz.,o `- z wm IWUj o FIRST FLOOR PN o o w Im w SCALE. 1/4" - 1'-01' COASTAL � H Z J V J Z_J V - J Q Q LL TO THE BEFr OF W MIMSGE, THE DESIN DEPICIW ON TILS. . MAIMING C011P11ES WITH THE APN:IGBLE NIAMN.BOODING U � N A U _ - Ni A7.82 T Z 1 ALL I � "' N V U W 10 C13 NN FLAT SOFFIT U 0 1 SEE ELEVATION =L? x Z t � 00 kEDe Ovan G. Drummond, AIA cv = 0 Manuel Gonzalez, AIA 0 N Javier Hernandez, AIA O 00 AR 98560 San -Yub L E Lee, P 9 8'I COLUMNS 72328 �— (TYP OF 4) o (711 J 18', V-4 00 �A oF- a T :3Lj 00 U Z W a4A (� N �+ ' ON W IA00 w CL •L;N E t --i MV _ .aw ZCL i�J L M U< 0015 N L. L W V) 0 i a 0 m w M Ln 0 0 JO V1 Ec 0 00 G BIBIBIIN a F- J tD o to LU W a V) 0 0 "- z Z z 1�1 S i -- ADDITIONAL NOTES SCHEDULES & DETAILS > CAN BE FOUND ON THE -A ,N SHEET. 3 S �n V H ....E c/ LLJ TO THE BEFr OF W MIMSGE, THE DESIN DEPICIW ON TILS. . MAIMING C011P11ES WITH THE APN:IGBLE NIAMN.BOODING OWE IN EIMTAS OF WE OF CK111VATION BEUM... . January 10, 2018 NN , x R.W # t � kEDe Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 San -Yub L E Lee, P 9 72328 W o (711 W V-4 00 �- oF- a T :3Lj 00 U Z W a4A (� N �+ ' ON W IA00 w CL •L;N E MV _ .aw ZCL i�J L M U< 0015 N L. L W V) 0 i a 0 m w M Ln 0 JO V1 Ec 0 00 G BIBIBIIN a J tD o to ON a 1- 0 0 "- z Z z 1�1 S w ce > ' � LLJ W E Q LU z ~ Uj J J u, Ww Z' � Q 17 Z- Z �-- 0 oC7 a ¢ aC o a p a w o� Z Uj V o � Q Z O N LU o 0 U) M , m o a o V Uj cn �Z[ _..] 0 z n 0o E N O U W; W to o0 LEI _� N �,�. to Z SERIALNUMBER 1014.0 Z 0 � Z Z LU a oOC m Oo w J W O ca?�4 o w a W 3=m = W Z = 4 � Z W V) O W O a �j0 W T¢T Z LU 3 Ce- LU V W w Z O d � }}� W Z Z = Q W cC LU J Z a o LU o a. op CODE IN 19TIUAS OF ]ATE OF CWMIM71ON EEIOW. w O N c�CUZ � 4 0 OF FLO h O N z w ¢hoc cc v W . ►-� W V LL W W � U - Q _ (n p z L LL W Uj C. D L.L T H' aCUj AR 96399' O Manuel Gonzalez, AIA Z LIJ co > AR 96730 Javier p J o W D V / j W LL N Lee, PE r^ 72328 LLJ L -m Y J 1-V GC a o .:. Ui J p ce oco a 06 U � U ".. a N N C W> - 0o > coo Q �wzcn (n O Uj V Z Q U z V ¢ � >-w z U-�c 0 - C m Uj 4 L Lh mw� m J � J� E°N¢ c a -j w D ¢ C� J Q � U O Z = D w N` W w V '"'' LLI LL V Z W, O to OG 1---1 W LU z _ oC w ¢ w % o z oC ¢ a m 1—_ U Z O _cc �7 cC w Z Z=z o ►-� .; Z p W�' CODE IN 19TIUAS OF ]ATE OF CWMIM71ON EEIOW. oG W to OF FLO h .� cnwW t�z V W p S V H z w oC m a cC Z W W � U - Q _ hcn¢ Z Z W C7 JJ Z LU �" W ¢ � W eC = Z D Ovan G. Drummond, AIA W O AR 96399' O Manuel Gonzalez, AIA CC (� GCWZZ AR 96730 Javier Hernandez, AIA o W D AR 98560 j W = 0 N V 0 W Z Lee, PE r^ 72328 LLJ L -m Y J Z Q W L N ,W 1- Ui J Z z p Z ZO 06 U �./ r--� N N C Z n. =cnp Z zw,_,¢, > coo Q ¢ ^. cn _O Uj V Z i LL i. a U LU U-�c 0 - C m L Lh z W W 0 Z W J� E°N¢ J a -j V n C� J Q i O V '"'' LLI LL V Z W, O to OG " W 0 W oC w ¢ w % o z 1—_ U Z O Z=z o ►-� z w W w 4. W Z () W O V7 � W m W Z V J J Z J � V Q -3 O O w V H O LU H ct �.� W T] THE eEsr of M'f APOWI.EDGE, THE DESIGN]Ealcr®oN TI]s ]MINING COMMIES WITH TK AFRICAM MUMM MUM CODE IN 19TIUAS OF ]ATE OF CWMIM71ON EEIOW. January 10, 2018 OF FLO t OnZ 967 �$ D Ovan G. Drummond, AIA AR 96399' Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W Q Ui J CA ri 0 01-- 06 U 4 � J N N C wtn > coo Q M u LL Uj V Z i LL i. a U W N U-�c 0 - C m L Lh a J� E°N¢ J a -j V n J Q tD O ID O 01 N d 0 W o z z, Z O cc w to W -U V7 � W � Q LU ¢ z �.� W '_I F- b< `w z ,Q b z n z F— Q 0 0 cn P �t o oc a 3 Q W p a w a z -j U LU Q Z O W � z � 0 m I m , Q p w J Q 0 LU J W U En U-1 z Z O Z, N V a W ice 0 oC 0 � U1 W SERIAL NUMBER 1014.0 TES _ L ELEVATION NOTES p V PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM � FOAM FACTORY INC. ORE UAL AT ALL EXTERIOR Q 1. TED L DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED CL TOP OF RIDGE O-- -- -- -- - -- =- �. OTHERWISE a 2. FOAM APPLICATIONS FINISHES SHALL BE ACCORDING m t- TO EACH ELEVATION: �� FLASHING � ` CORAL LIGHT ORE UAL PRE FINISHED O Q FOAM APPLICATIONS SH AS PER SHALL BE INSTALLED 3 L I. MANUFACTURER SPECS. U.N.O. 2 T NE ST STONE APPLICATIONS SHALL $E S 0 M W PRE CA , 4. AST FROM FOAM FACTORY INC.ORE UAL AND 5.2.8 pO C _ Q z z o INSTALLED AS PER MANUFACTURER SPECS. _ U) ;V cn TRIM WORK FINISHES SHALL WRAP ALL OPENLNGS A L z cn w 0 '-' S. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE F- D LU cc BOAR AND ? to w O OPENING ` 1 ce a R RAILINGS m METAL WORK IN INTERIOR AND EXTERIOR BATTEN TYP. 1 eC Z H J X WROUGHT IRON w 6. AND. APPLICATIONS TO BE FAU 0 -� _ METAL ROOF O = 5.2.8 �' � ALUMINUM ai ALU I --- '---- ----` ---=-- M'/ p t- C7 v _ N _ N yy /! W `CC WINGS LD NOT INTERPRET THE DRAWINGS, p THE BUILDER SHOO _ E a V J M E a z ,� HEEL HT. P O m IV A N i- TH __ _ __ __ PTI N SHALL BE CLARIFIED BY E _1 _ _ _ _ _ - �; _ _ _ _ .- J w ¢ 7. ANY MSDESCRI 0 � NT W m � J - i- ARCHITECT DESIGNER 'HEEL HT. V / N E r-, � OP OF PLATE p THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING p-0 U.1 w _i TOPOF.PLAT PLATE WITH SUBCONTRACTOR/MANUFACTURER AND o Z 8. THE ARC HITECT DESIGNER IN WHICH ALL p 0 1 > w oC U)ARCH E APPLICATIONS WILL BE COORDINATED IT ' CTURAL APPLI J W z _ 5.2.8 t _-4 5 0 O 1AND APPRO E IO V D PR RTO INS TALLAT ION o _ _ I i _ 1 5.2. _ COORDINATE_MOUN TING 8 CC ELECTRICAL CONTRACTOR TO _ w 0 G o ., cn 9. ri O O p �r _ rn TOLL BROTHERS P.M. F i- LIGHTS WITH 0 0 e p HEIGHT OF COACH G z - rn W ¢ o � I 1 ¢� LU _ ce- W cn z "-' n0, v7 cC w _ZO I .-,_-- a �, FIN. FL. 1._ _ _ FIN FL. N - ipu �- Z W . o ce p'J UJ J 6 4 O5,2.8 3 c� cc 5.2.8 � o 8 A/C EQUIP. 5.2.8 d SERVICE COURT 0 o J 5.2.8 TYP. U � m wO c- U Z QoG O I a o cn I Z W W � cC LU U_ ca W ce_ FRONT ELEVATION W roc SCALE: 1/4" - 1F_0" COASTAL W ceUj ca > J H p LU to u.. 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Q z � � 5.2.8- wp'-"%' L15 Z w% 0 Z 9-4 LU V W Z u� O a p cC W � ADDITIONAL ELEVATION NOTES ¢ � o v z z _ ED TRUSSES TO BE MANUFACTURED WITH. 7 HEEL 1 PRE-ENGINEERED �m _ W _ FA TURED WITH A 1 1 2 OFFEST AT CORNERS p z w 2 ALL HIPS TO BE MANUFACTURED / 0 TEL �- WITH AN RIGH ELEVATION N O -A L GABLE END TRUSSES TO BE MANUFACTUREDTH 3 L • _ - COASTAL. i w CO� SCALE. 1/4 1 0 p z � J ASPHALT SHINGLEROOFING ADDITIONAL 1 2 DROP J Z J LL / I�'I J- O O L.� I _ TO THE MW OF HY IO70NM1FDf#, TFC DES= DEI+ICFiD ON THIS DRAM COHPLIE.4 WITH THE API MININN BURMG CME IN EFFECT AS OF DATE OF CEA MCATIOH BELOW. January 10, 2018 µ FLS 967 a' Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W 1 r -I 00 O � y OD rr ll V Q Ujjf J t �" �. N C 1 G7 0 W cn O `ALJ ._ co c N d• c �— _M u LL � Q' "W Z �.J .'_..L amu_—�, V J Q �7 'Q W� 00 J v mom N UI L 1 Q EV - IA = Q O N J ..j a %0 0 rn O N a 0 H 0 LL Z O Z u7 O LU oG � � r W Q LU E--1 w ¢ H Q Z <C -0 0 'a o z J W V O < Z o N .Q n Ln z 0C> LIR% m 1 C>01 p , o U cn Z Q H Q w J W W 00 Z� O LnU 0 z` Q Q W oz W �m LU oC z cn 1.1_ (n z SERIAL NUMBER 1014.0 TO THE MW OF HY IO70NM1FDf#, TFC DES= DEI+ICFiD ON THIS 0 O O a ROOFING PER C) _ CONTRACT, TYP. LU cC LU m-- ---- ---- ---- O w -- w �Q o METAL ROOFo � a w=4 Ca j>U~ O - JJ_ - - - TOP OF PLATE o -- -- - -- - -- = o 0 0 LU TOP OF PLATE z t7.z ,�� I I o > o wOz J I-41 I I o w o o _ TYP. I o - o O o alta o -, w�o - °o 00 CwZ a _ LUCez O z FIN. FL. �it z , - - - - - - FIN. FL. w 1-4Ci O w LL J 1--za _ O ACE UIP. 5 (D cc �o EQUIP. c2 SERVICE COURT 5.2.8 o 0-m 5.2.8 ROOF SLOPE PLAN SLOPE: 7:12 U.N.O. U 0 ~ SCALE: 1/8" = 1I-0 1 1 COASTAL Boz S U 00fon- z � w Q � cC ,,,_, W ADDITIONAL NAL ELE I 0 VATI 0 N NOTES: 1- PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH ITH 7 HEEL 2 ALL HIPS TO BE MANUFACTURED WITH A 1 1 " I /2 OFFEST AT CORNERS 3- ALL TRUSSES GABLE END SES TO BE MAN FA U CTURED WITH AN it ADDITI DROP ADDITIONAL 0 12 o� 0 cc f- oZ W > _ m V o ROOFING PER o w z CONTRACT, TYP. �o� ROOF VENT CALCULATION In Z, 3569 DIVIDE BY ODE REQUIREMENT 300 ,oz W Q REAR E LEVATI O N - _ w F- °- SCALE: 1/4° = 1T_OII COASTAL ons cC, Z w mQ> � J' O J 967_ w LL 0 o� Ovan G. Drummond, AIA �0 AR 96399 Manuel Gonzalez, AIA cC AR 96730 w 0 a Hernandez, AIA ADDITIONAL NAL ELE I 0 VATI 0 N NOTES: 1- PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH ITH 7 HEEL 2 ALL HIPS TO BE MANUFACTURED WITH A 1 1 " I /2 OFFEST AT CORNERS 3- ALL TRUSSES GABLE END SES TO BE MAN FA U CTURED WITH AN it ADDITI DROP ADDITIONAL 0 12 o� 0 cc f- oZ W > _ m V o ROOFING PER o w z CONTRACT, TYP. �o� ROOF VENT CALCULATION ATTIC AR (TOTAL UNDER ROOF) 3569 DIVIDE BY ODE REQUIREMENT 300 MIN. NET FREE VENTILATING AREA REQUIRED Q ED 12 NOTE. FBCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO BE CALCULATED AT 1/300 PROVIDED THAT 40-50% OF THE R URED VENTILATION IS PROVIDED BY ROOF VENTILATORS I - "LOCA%% WITHIN 3 0„ OF THE RIDGE OR HIGH POINT (UNLESS CONFLICTS EXISTS) MEASURED VERTICALLY, AND THE BALANCE OF THE REQUIRED VENTILATION BY EAVE OR CORNICE VENTS. 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Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W c W 00 oLn W Zr (A N W in > 00 O G. O� �Md' C LL ,Q Uj s Z i L a ._ U a 4 J O O C N 'Q O i W %A O i r- 00 i O E 0 06 E Q of a J J N U r. O' O O N LL. O z o z Lei cn O L OCto W ce LU 1_0 Uj Q z Z w J E- Q z a p Q 0 a w 0 Z U w Q Z O N Uj N Q� o 1 m Q 5d o v v a U-1 a- 0 0 J U_ 0 O oC Z Z O00 H > T L1J O LU U.! � U o N o t_U°� w m W LU �� Nz SERIAL NUMBER 1014.0 ROOFING PER TO THE BEST. OF Mf11 MEDGE, THE DESIg10& aW ON TILS DBAWMG 00HPL ES WBH THE APP XAB E NIN IRIN BMW ' CODE IN.9MTAS OF DATE OF CEB MCAnON BELOW. - m TRA CON CT, ON 1"x6" FASCIA TRUSSLAYOUT �` • 1X6 HEAD O 2 7/16" METAL DRIP 1 � _ 1 4 BY ENGINEER a 1 X 6 TRIM z_ O SHEATHING TRIM BOARD .. : ' "• i x BLOCKING .-� to z cn 2X6 RAFTER ��WALL, TAIL @ 24<.... - SIDING PER 1 0 •.: , .. •' a . CAULK AS Ovan-G. Drummond, AIA 2X _ 6W/2 2X RAFTER TAILS PER PLAN ,1 ELEVATION O. H . 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W w(��SERVICE5 8m COURT DETAIL Z"JV i� z _3 � SCALE 1/2"=V-0--- � O u - H 0 5.2.8 ¢URO flC TO THE BEST. OF Mf11 MEDGE, THE DESIg10& aW ON TILS DBAWMG 00HPL ES WBH THE APP XAB E NIN IRIN BMW ' CODE IN.9MTAS OF DATE OF CEB MCAnON BELOW. January 10, 2018 OF FLO 6 � a 9673 RED Ovan-G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee,; PIE 72328 W W J G C1 V -I 00 Q � Q � 00` U4cn Z Lu y�� Ip Uj Ow iQ. ONd- _jM 0 Q yJ —.:tD _z U H L U_ a t U as _j - 0015 �V0L W N 0 O C 0p CO N 2 In Q d — H � 0 E C4 In = d a O N U J O 0 a ch N O u.0 Z z O Z O w En ' oC j uj w LU LUU w Q F- �--� ^ z F 0 o O cry p a O CIC a < > 0 a W p J z O W Q Z W GC" Z ,--i F- 0 0 cri m 1 m p , a p W o N_ 0 Z 00 O 0 Q O CC _W.J LU O o �c LU m uj LU V) W cn z SERIAL NUMBER 1014.0 STAIR RAILING AND GUARD RAILING N T O E STAIR RAILING STAIR GUARD RAILING BALCONY RAILING AND BALCONY GUARD RAILING SHALL BE CONSTRUCTED T 0 WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS r -- APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION. LI IT MUST ALSO WITHSTAND A UNIFORM LOAD NOT I y CONCURRENTLY WITH T,HE CONCENTRATED LOAD, OF 50 POUNDS PER LINEAR FOOT APPLIED ALONGTHERAIL IN ANY RADIANT BARRIER DIRECTION. INTERMEDIATE STAIR RAILS AND POSTS (IN FILL) SHALL WITHSTAND A HORIZONTAL LOAD OF 200 POUNDS APPLIED 1 AGAINST ANY ONE PRE-ENGINEERED TRUSSES SQUARE FOOT AREA NOT CONCURRENTLY WITH OTHER LOADS. DESIGNED BY TRUSS MANUFACTURER SEE SHEET A2.N FOR INTERMEDIATE BALCONY RAILS AND POSTSFILL IN SHALL ( ) INSULATION SCHEDULE WITHSTAND A HORIZONTAL LOAD OF 50 POUNDS APPLIED AGAINST ANY ONESQUARE FOOT AREA NOT CONCURRENTLY -- _ _ _ _ - - WITH OTHER LOADS. THE UNIFORMLY DISTRIBUTED LIVE LOAD FOR THE STAIRS_ PRE ENGINEERED'TRUSSES CEO SHALL BE 40 PSF MINIMUM. DESIGNED BY TRUSS MANUFACTURER. 0 HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE COVERED GREAT COVER DIAMETER F AT L 1-1/4" AN OUTSIDEI ER 0 EASTAND NOT R HALL' FOYER MM ROOM ENTRY::---- GREATER THAN 2 IF THE HANDRAIL IS NOT CIRCUALR IT SHALL HAVE A PERIMETERDIMENSION 0F 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. - - - - - - - -- ----------------------------- - ------ --- - - -------------------------------------------------- - - -- - -------------- - - - ------------------------------------Ow - - - TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICT® ON THIS DRAWING COMPLIES WIIN NNE APPLICABLE MINIMUM MA DING CODE IN. EFW AS OF DATE OF CIRMICATION BELOW. January 10, 2018 q�P.wwp A OF FSO y ;® % R 967" �$ e D Ovan G. -Drummond, AIA AR 96399 " Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 WT' BY�B� 0 � W 00 �'- o a Ln oo ' ` U Z uI J N N N Q1 O w •L 4t o _j .N MV LL Q W -0 Z L J ALL U_! ¢ W V1 CL t N -0 2 coom L.L ooN12T4 L L J.1 E'�00 EC v G LJ N n. Q O' N U Ja � o �r o o CA N a 0 z o z z o z LLJ LU ui aw z 1- z Q ~ z' r—� }— p O a (n a Q a U o z W <C Z N W Z O � M c 0�0 p 0 D � � Z 0` Z � � W z thLU Q W J fn m vi z SERIAL NUMBER 1014.0 ui5�m � p Z W H , FIRST FLOOR DIFFUS-R LAYOUT N a� _ SCALE.1.411Imo = 1 0„ COASTAL p w m w Z _ V QU1-UO- v7 'cn z SERIAL NUMBER 1014.0 TO THE eEsrOF M1 woyInE m, TINE DESIGN DEPICTED am TM DMWMGCOMPLIES WITHTHE APPICABIEMHOMUM&NIDM - CON IN EIFICrAS OF DATE OF CEATIPCATIOTI BELOW. January 10, 2018 Ft a fi ` Zs' $ a �< 9673 �ffi I Ovan G. Drummond, AIA AR 96399- Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 7232$ U..i ON O LU ON CD 0 Ln co U Q N N �I W °C O � 'o c) ” CL It EV ` J Mr4 LL U °� ¢ LN to o 0 0 V C � m Q - Lei 0 J E O t/f e..lON J a t0 O 0 N a O O Z z o z cn I o � I owc it LU (n(n LU Q LU H to �-- LU Z Q a o zV 0 w Q z w Z O � � .-a O I m p 0 0 V Uj (n N co Zo rZ c> U)ce W U- w m Z H 0 Z v7 'cn z SERIAL NUMBER 1014.0 ELECTRICAL LEGEND o FOR SINGLE RECEPTACLE ONLY DUPLEX RECEPTACLE 240V RECEPTACLE 0 z_ za Ocn SWITCHED RECEPTACLE Ovan G. Drummond, AIA LT DUPLEX RECEPTACLE 220 VOLT) Cc�l PTACLE SINGLE FLOOR RECEPTACLE DUPLEX FLOOR RECEPTACLE - ao oc a z o a Uj O INT, o FOR REFERENCE ONLY SWITCHED FLOOR RECEPTACLE 0 z_ za Ocn EDra Ovan G. Drummond, AIA AR 96399 DRAPLEX FLOOR RECEPTACLE Q UA AR 96730 Javier Hernandez, AIA AR 98560 z cn ,,, o " =T 72328 GFI GROUND PAUL. INTERRUPTER o — p tJ W cn w a Z< — U Ln N W oW q CL LN E • JLLJ c.ad GC Z co Z W P CL <o U W N WEATHERPROOF GROUND NN 00 L 0-0— ow w_ J E d- EP cv U ELECTRIC PANEL 0 O o O LU VP z VAR PROOF 0 P z z 0 11J Q o ® RECESS INCAND. (EYEBALL). FIXTURE o ju oSINGL j ' D - WALL MOUNTED E FLOOD LU Uj 00 m: Y DOUBLE FLOOD. -WALL MOUNTED Q Q W z = �z 0 3 O LU z SINGLE FLOOD - SOFFIT MOUNTED -- t3 < wcecn wZ F- o DOUBLE FLOOD _ SOFFIT MOUNTED a a 0210 210 E OU a o HANGING /PENDANT CFILING HUNG � z a Q Z INCANDESCENT FIXTURE -CEILING. a = 3 MOUNTED I cWc w z U C> INCANDESCENT FIXTURE - WALL MOUNTED OQ w a cc oc on z ' m RECESSED HIGH HAT w_O o 24 2 FT UNDER CABINET FLUOR. FIXTURE >- cn Z z 3 g I ---I 3 FT UNDER CABINET FLUOR. FIXTURE w as 4 FT UNDER CABINET FLUOR. FIXTURE 00 Z U -j za STREP LIGHT C) 0O D _o 12X24 FLUOR, FIXTURE w LL. 03 D LU 12X36 FLUOR. FIXTURE SERIAL NUMBER 1014.0 0 0 o- 0 12X48 FLUOR. FIXTURE vm wO cc c' -n 0 24X48 FLUOR. FIXTURE cCUZ 0 SS EXHAUST FAN 0 o EXHAUST FAN W/ LIGHT c� m.M• �Zo ELECTRIC CO. METER ` cc G•M. GAS CO. METER F a SD/CO MOKE MONOXIDE Uj co ¢ > SMOKE DETECTOR 0 o Q $ SINGLE POLE SWITCH w Uj (nU $, 3 WAY SWITCH (n o U-jcc $, 4 WAY SWITCH b, ` DIMMER SWITCH 4 PUSHBUTTON Q a O z o L= DISCONNECT SWITCH _ a JUNCTION BOX Z( o p TV JACK a z V PHONE JACK - PREWIRE ONLY ca E THERMOSTAT W a o o O PHOTOCELL - SOFFIT MOUNT CQ PHOTOCELL - WALL MOUNT W o cn � = D ELECTRICAL PANEL Uj g Ln sP SPEAKER WIRE FROM TOP OF WALL Z o j CO 4 KEYPAD w = CHIMES r7= o w z U) STRUCTURED PANEL (A.K.A. SMART BOX, UW o F=H3 COMMUNICATIONS BOX, MEDIA BOX, HOME z Q DIRECTORY) - ao oc a z o a Uj O INT, INTERCOM. FOR REFERENCE ONLY Da A/L LUMP. TAN KLESS GAS FOR WATER HEATER E.M. LIRRIGATION GFI HB O ,• ------ EMPTY GONQUIZ------- OPT. SURFACE MOUNTED GEi- .. _ T�0 2 GAN J BOX I .. G G FI � _ ELECTRICAL PANEL WP .. ELEC .RIC W BLANK LATE IN GARAGE I .. I ..RETREATWI. BEDROOM 3 TI I , _ 1 I I J I �II 1 � TV OPT. L I VP Li LJ OPT.jo I , I .. FI TWO CARBEDR00M2 WP G.D. . GARAGE III III L .. SD I ES o � ATTIC ACCESS i I \ - W IGHT & I I GFI IILL /-L .. Aii"�C ,� OPT. � I I - ACCESS SD \ I SWITCH TV I I .... .....• � � ®SD1C O I r .I.C. �SDjCO BATH 2 1 I �JI III I I A.H.U. .IBATH �-MASTE - oBEDROOM —OUTLI� T FLII R /W �AII TERIGFIPWI 1III LN 1 •.:..:.. IIIII I, I, -SOfT-�NER LOOP o 3 TV ,.. LLAU DRY / .;. .:.. � GFISD / w O w,� J W W Q N Z W 0 N O GC (A U) r.� O p Z w LU U W Z O w Lou de-- O z w zO Z O I Q O Z ce H d W Q .--� 2: W Z CW.9 Wu. Sao aWLL H Z 0 �-+w co azo=��„ o ce o w o0 w V O TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEFICIED ON THIS . DRAWING CONKIES VMH THE AFMrABLE NO MM RMING 'ODDE IN EFFOUASOF DATE OF CEMICATIDN. BMW. January 10, 2018 , , EDra Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W DC W o — p tJ Go Ln a Z< — U Ln N W oW q CL LN E • JLLJ M U Z -:V M CL <o U W N a U C� m NN 00 L 0-0— _ E d- N 8� CL cv U J .J 4 0 O ON N d z � z o z o w oc j ' LU t5i Q Q W LU z -- t3 < < F- o Q' a a U) a OU a o Z w EUj Q Z N .J � v~i, z O C7 C> ' m m o 0 Z Ln _o - w iwm 03 cn LU z SERIAL NUMBER 1014.0 - M7HEBEF OFWM MIDGE, THE DESIGN DEWID ON TKS - OWIWIMG COMPLIES WITH THE APP WAKE OM M BUDDING :. CODE 91 Elffa AS OF DATE OF CERT nTWM EEIDW. - ER RESISTIVE BARRIER. EXTERIOR SHEATHING � TIE-IN WITH WEATHER a� VE WEATHER RESISTIVE -a TION OF WEA INTEGRATE INSTALLATION 1. IN FOLD UP WEATHER R TEN AS WEATHER o FOLD UP WEATHER _ MECHANICALLY FAS L. FLASHING. TIE IN WITH FLASHING TO FORM WATER SH EDDING LAPS HEAD BARRIER RESISTIVE BARRIER & CL ESISTIVE - RESISTIVE BARRIER & NECESSARY IN CORNERS R INSTRUCTIONS. m ICY SECURE RARILY SECURE GH FLASHING BARRIER TEMPORARILY �- IER ABOVE 73 TEMPO THROUGH 2. SCORE & FOLD WEATHER RESISTIVE BARB O HEADER TO ALLOW FOR .FLASHING INSTALLATION 1. CUT FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE \— WEATHER �m 4. INSTALL HEAD FLASHING. UNDER RESISTIVE BARRIER ABOVE HEADERT 0 EXTERIOR RESISTIVE 1 SHEATHINGNG BARRIER ALLOW FOR FLASHING BARRIER • I zz INSTALLATI ON 6 SILL PAN ovan G. Drummond, nd, AIA O TAPE AR 963995. FOLD'WEATHER RESISTIVE BARRIERBACK OVER HEAD WE 0z RESISTIVE R O FLASHINGAND SEAL WITH WEATHER RESISTIVE BARRIER TAPE 2. S E ....a � .:•::... BARRIER WEATHER HER REST STIVE BA RRIER UJ ::::•.':::::::..... .......::::::�:::::::... 3. FOLD WEATHER RESISTIVE :::•.......a::•:::.:::.. wceF- t ............... Ln O SILL PAN BARRIER BACK OVER HEAD w5 cc.....:•:.........:......... . ................ ca FLASHING AND SEAL WITH TAPE z�................ o w o�-- ......:.t.t.. 1:4 ::.....:..:..:..:..:..:..:...:: ............. Q1 ...::::::...:... t.. Q ui G. ........r.. z r CORNER 2 Manuel Gonzalez, AIA AR 96730 2 FLASHING DO NOT FLASH OVER BOTTOM J w :•::•:.:::.r..NAILING FLANGE W :ce:a r•: ;5....... _ m :::....:.•:::. : PATCHO .. LU 0 . t.. Z _ . t. Y 0 r: i w...:.i.i.......t.:. . ..tt .,.:. n FLASHINGr....... .. r FLASHINGo wo :: :.7........... ........... :;:;<t ..... W ¢ z .;..;r'. o ;. W Q ty. GC W ..7.: .. ::r.........: U En LU Ocn 22 0 7} W O: d ~ :%......... ..� Z X: .. :i O oFLASHING DETAIL ��TYPICAL WINDOW WR FLASHING DETAIL -2 � � Z(E;-_l�TYPICAL SLIDING GLASS DOO= p a (EXT -2) c� oc (EXT 1) D3 N,.T.S• ;2 0 D3 N.T.S. TION - A o. o u, OP J V W, O U)' oC U Z (ASSEMBLED WINDOW) cn _ .I 6 FLASHING 2 Manuel Gonzalez, AIA AR 96730 2 FLASHING DO NOT FLASH OVER BOTTOM J w :•::•:.:::.r..NAILING FLANGE W :ce:a r•: ;5....... _ m :::....:.•:::. : PATCHO .. LU 0 . t.. Z _ . t. Y 0 r: i w...:.i.i.......t.:. . ..tt .,.:. n FLASHINGr....... .. r FLASHINGo wo :: :.7........... ........... :;:;<t ..... W ¢ z .;..;r'. o ;. W Q ty. GC W ..7.: .. ::r.........: U En LU Ocn 22 0 7} W O: d ~ :%......... ..� Z X: .. :i O oFLASHING DETAIL ��TYPICAL WINDOW WR FLASHING DETAIL -2 � � Z(E;-_l�TYPICAL SLIDING GLASS DOO= p a (EXT -2) c� oc (EXT 1) D3 N,.T.S• ;2 0 D3 N.T.S. TION - A o. o u, OP J V W, O U)' oC U Z cn UJ,... o� ce O Z >- O LU m v t-- 0 Ln z_oc� z ¢,WZH LU W NOTE: THIS DETAIL ONLY APPLIES AT EXTERIOR DOORS THAT HAVE NO IMMEDIATE OVERHANGS ABOVE THEM AND DOORS THAT HAVE A SECOND STORY WALL ABOVE THEM. Z n ,-4 LU ' W IO R WINDOW W EXTERIOR DOOR XTE O �wWATERPROOFING AT N 6 o W p AIL HEAD DRIP DETAIL ILE EX7 �mrExT-5 XTERIOR OPENING ORB AM T_6 HEAD DRIP DE Em0 cc w (EXT -6) > N.T.S. O (EXT -5) D3 N.T.S o- �D3 N.T. . S. w 0 w QQ z U w Z W v1 tnWDZ W O _ Z U Q W �. co ce 0- W oa o W .. U ,a i Y. w J L wcn¢ w � cC cn p oCtn�� S. W Z W LU in w LU 4 _ V [� LL (n W � Z O z �< Z O LM k-• ®C z � J z p z E: Z � Oz r1 a 0- •gip tD M 0 b zO O J O Z IN cn Ce W N Z w woZ W ,(n U ,-+ ¢ ( n W W L1. Z C7 — LU_ CD U U�... 0 N: Z W Z 00 H Q o- oz �c Z C5 wEn �� z ao v Z uw �., W 0 ¢ U) o oc ui >. w Wm oz w _ a w E v, u7Q O U) cn 2 c6 1-- u•' ui co W Z U Z SERIAL NUMBER .. 1014.1 W J z�� J' O O V_ rA O I 0 oc a .I 6 FLASHING 'w oc in p o in z w ¢ °� :. CONT. DRIP EDGE tu _ c_ ru . w z ..caTO :;•::;::::::: .......:.:: T STRIP CAN ACROSS DOOR HEAD DIVERT RAIN WALL PER PLAN WALL PER PLAN w cn �. oz ¢ :. :::::::::•::.::.. •:•::::::::•.::......:::::::.. :::::• ::.:::::..:::::::.::..::::::. SILL PLATE ac - W} _ LL ::::.::•::::::::::...:•::::::•:..... :::•:::::.::: ................. ......... _ G. p >- :::::::::::::::::;::.. RAIN DRIP LU z ao ¢ � . SEE NOTE #2 ...... •�••:: .. 1+r �--..EXTERIOR REGLET _ � ¢ w J J ' o J �. DOOR w z Z ¢ Z _ W WALL SHEATHING EXTERIOR -WINDOW Q < zo Q I U_ cnc WITH'WEATHER `�.pO J d5 RESISTIVE BARRIER o 3 ;> cn UJ,... o� ce O Z >- O LU m v t-- 0 Ln z_oc� z ¢,WZH LU W NOTE: THIS DETAIL ONLY APPLIES AT EXTERIOR DOORS THAT HAVE NO IMMEDIATE OVERHANGS ABOVE THEM AND DOORS THAT HAVE A SECOND STORY WALL ABOVE THEM. Z n ,-4 LU ' W IO R WINDOW W EXTERIOR DOOR XTE O �wWATERPROOFING AT N 6 o W p AIL HEAD DRIP DETAIL ILE EX7 �mrExT-5 XTERIOR OPENING ORB AM T_6 HEAD DRIP DE Em0 cc w (EXT -6) > N.T.S. O (EXT -5) D3 N.T.S o- �D3 N.T. . S. w 0 w QQ z U w Z W v1 tnWDZ W O _ Z U Q W �. co ce 0- W oa o W .. U ,a i Y. w J L wcn¢ w � cC cn p oCtn�� S. W Z W LU in w LU 4 _ V [� LL (n W � Z O z �< Z O LM k-• ®C z � J z p z E: Z � Oz r1 a 0- •gip tD M 0 b zO O J O Z IN cn Ce W N Z w woZ W ,(n U ,-+ ¢ ( n W W L1. Z C7 — LU_ CD U U�... 0 N: Z W Z 00 H Q o- oz �c Z C5 wEn �� z ao v Z uw �., W 0 ¢ U) o oc ui >. w Wm oz w _ a w E v, u7Q O U) cn 2 c6 1-- u•' ui co W Z U Z SERIAL NUMBER .. 1014.1 W J z�� J' O O V_ rA O I 0 c. a�. CL _E! CL m O o o z z 0 ~ w Lu ce H En a ce cc z co OW W J w Z O Lu w. C = a Wca o ^ o0 w z_ ¢�z w 3 O - J W_z O O w 0 U3 ¢ Z ¢_ LLJ CC W Z U ow a W 9!z =o ... Z _ w (5tt tlVtKhY I,HLt,S) a STRUCTURAL EXTERI0 R.. a o SHEATHING PER CONNECT WALL PER W LL. ..1 J PLAN/SPECS f-- z FRAMING' DETAILS =pa S 2x I a�- �- O LL PLATE FINISHED BASE MOULDING r ao O WATER RESISTANT BARRIER 3/4,� GYPCRETE OPTIONAL oc W O (2 LAYERS REQUIRED): PAPER Z � c� BACKED METAL LATHE & 3/4" THK. T&G S BF R TOP OF a o / U L00 cc ROOFING PER CONTRACT. CONTRACTOR TO FLOOR a. ( POLYETHYLENE HOUSE WRAP GLUED &NAILED 0 o cn TRUSS Z w PROVIDE PRODUCT APPROVAL FOR ROOFING OR APPROVED SYSTEM -----------& UAL ac SYSTEM) A.P.A.RATED SHEATHING PER STE Q • oc j u_ m PLAN -SPECS. z 2x RIBBON FASTENED Lo ALL ROOFING UNDERLAYMENT TO BE W z RO TO FLOOR TRUSSES cn O _ a ce a SELF ADHERING POLYMER MODIFIED BITUMEN > PER TRUSS ENGINEER LU SHEET TO COMPLY WITH ASTM D 1970 H a SEE PLAN z w PRE-ENGINEERED WD TRUSS, 24, O.C. m a > BATT y_ J o INSOLATION BLOCK _ j PRE-ENGINEERED WOOD FLOOR INSULATION REQUIRED O SEE PLAN'FOR STRAP TRUSSES VERIFY W TRUSS 0 o = ( / AT GARAGE (SEE LU to ENGINEER FOR TRUSS LAYOUT cn ALUM. WRAPPED 2x ) ENERGY CALLS Ln O p , cc SIA' � WOOD FAC NAILED U O. T TO iRUSS� AILS W 2 / 1 2 RIGID GYP. BOARD LR cn � O / - 16d Z4 O.C. as �° O w ✓ . " �- 1 2 GYPSUM � DRIP / cad METAL . U ,- o EDGE ------ CEILING INSULATION WALLBOARD ON STUDS co_c.� _ =--- --- DBL. 2x SYP. WD. TOP PLATE _ SEE ENERGY CALLS. : W WALL INSULATION - o cn O CONTINUOUS VENTED 0wzcn (SEE ENERGY CAL CS SOFFIT WOOD LEVEL SCHEDULED WINDOW c� 1 2 RIGID GYP. BD. z- � RETURNS WHEN. w Z �., SEE FLOOR: PLAN >- SOFFIT ARE DBL. 2x SYP.` WD. 00 � STUCCO S m w WINDOW ATTACHMENT _j ED TOP PLATEHEADER, REQUIR 0 SEE FRAMING o .� ,..., c`Sc COMPLIANT WITH FBC_ R u.r o PLAN FOR OR SIZE AND DEPTH::. z = 2x SYP. #2 WD. STUDS NWS ' w MIN. 7/8 STUCCO 3 @ 16 Q.C., TYP. Ocn-� ( Z_- _ COATS) ON GALV. Uj REFER TO WALL INSULATION `.Si cn >_ SELF FURRING FELT , a a cz� �m BACKED METAL LATH ELEV. FO (SEE ENERGY CALCS. ) ce Uj VERHANo > 2x SYP. #2 WD. HEADER cn 0 o W SEE SCHEDULE p�F- _ STUCCO SOFFIT` SPECIFICATION. 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I ,,,, t- c� � I Z Z z SEE FOUNDATION SEE FOUNDATION ..., 3 Q a cn w PLAN FOR SIZE AND PLAN FOR SIZE AND ,,, cc 0° TYPE OF FOOTING _ o z Lu �-- TYPE OF FOOTING z cn . o EXTERIOR WALL _v t aW� WJJa Zc.� pE- Lro L 1 -SE CTI N W IT H WINDOW TWO- ST O R Y WALL SECTION w mw O L. D n 1_0n 1-011 �c SCALE. 3 4 1 SCALE. 3/4" 1Z 0 nus coop m a�r� � ogre � m�ru�ana+ ee:ay. SO ROOFIN PER CONTRACT. (CONTRACTOR T G 0 ( RACf 0 PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM N A.P.A. RATED SHEATHING PER )O PLAN SPECS. � ALL ROOFING UNDERLAYMENT TO SELF -ADHERING POLYMER MODIFI BITUMEN gg^^gg R $a 9673 SHEET TO COMPLY WITH ASTM D 1 70 ffi SEE PLAN PRE-ENGINEERED WD TRUSS 24" . G , C. INSULATION BLOCK' ED SEE PLAN FOR STRAP G. Drummond, AIA ALUM. WRAPPED 2x WOOD FASCIA NAILED TO TRUSS TAILS W/ (2) Gonzalez, ATA 16d @ 24" O.C. 'METAL DRIP ME -- CEILING INSULATION G --- ----- (SEE ENERGY CALCS.) AR 98560' CONTINUOUS VENTED Sang-Yub Lee, PE SOFFIT; WOOD LEVEL 1/2" RIGID GYP. BD. RETURNS WHEN STUCCO SOFFITS ARE DBL. 2x SYP. WD. �.Uj REQUIRED TOP PLATE 2x SYP. #2 WD. STUDS MIN. 7/8" STUCCO 3 @ 16" O.C., TYP. COATS) ON GALV. SELF FURRING FELTREFER TO WALL INSULATION O� 00 BACKED METAL LATH ELEV. FO (SEE ENERGY CALLS.) VERHAN 2x SYP. #2 WD. HEADER U STUCCO SOFFIT SPECIFICATION. ; -SEE SCHEDULE 3 C PAPER BACK LATHE W/ J 0 CONTINUOUS VENTING NAILED - SCHEDULED WINDOW TO TRUSS TAILS AND A TYPICAL (SEE FLOOR PLAN) N M 8 U_ STUCCO FINISH WINDOW ATTACHMENT COMPLIANT W/ FBC-R U d 2x SYP. #2 STUD UD @ 16 a s +r "a C:) L_ MIN. 7/8 STUCCO 3 COATS O.C. TYP. LU V) 0 ON GALV. SELF FURRING //--WALL PAPER BACKED METAL LATH INSULATION ... Z _ w (5tt tlVtKhY I,HLt,S) a STRUCTURAL EXTERI0 R.. a o SHEATHING PER CONNECT WALL PER W LL. ..1 J PLAN/SPECS f-- z FRAMING' DETAILS =pa S 2x I a�- �- O LL PLATE FINISHED BASE MOULDING r ao O WATER RESISTANT BARRIER 3/4,� GYPCRETE OPTIONAL oc W O (2 LAYERS REQUIRED): PAPER Z � c� BACKED METAL LATHE & 3/4" THK. T&G S BF R TOP OF a o / U L00 cc ROOFING PER CONTRACT. CONTRACTOR TO FLOOR a. ( POLYETHYLENE HOUSE WRAP GLUED &NAILED 0 o cn TRUSS Z w PROVIDE PRODUCT APPROVAL FOR ROOFING OR APPROVED SYSTEM -----------& UAL ac SYSTEM) A.P.A.RATED SHEATHING PER STE Q • oc j u_ m PLAN -SPECS. z 2x RIBBON FASTENED Lo ALL ROOFING UNDERLAYMENT TO BE W z RO TO FLOOR TRUSSES cn O _ a ce a SELF ADHERING POLYMER MODIFIED BITUMEN > PER TRUSS ENGINEER LU SHEET TO COMPLY WITH ASTM D 1970 H a SEE PLAN z w PRE-ENGINEERED WD TRUSS, 24, O.C. m a > BATT y_ J o INSOLATION BLOCK _ j PRE-ENGINEERED WOOD FLOOR INSULATION REQUIRED O SEE PLAN'FOR STRAP TRUSSES VERIFY W TRUSS 0 o = ( / AT GARAGE (SEE LU to ENGINEER FOR TRUSS LAYOUT cn ALUM. WRAPPED 2x ) ENERGY CALLS Ln O p , cc SIA' � WOOD FAC NAILED U O. T TO iRUSS� AILS W 2 / 1 2 RIGID GYP. BOARD LR cn � O / - 16d Z4 O.C. as �° O w ✓ . " �- 1 2 GYPSUM � DRIP / cad METAL . U ,- o EDGE ------ CEILING INSULATION WALLBOARD ON STUDS co_c.� _ =--- --- DBL. 2x SYP. WD. 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SILL PLATE ago LiJ c.� paC zz-. >� WATER R R ESIST ANT B A RR IERcnw : d WATER RESIST AN T'BA RR IER U_ (2 LAYERS REQUIRED):PAPER CONNECT WALL TO FOUNDATION LAYERS REQUIRED):PAPERCONNECT , a. C NICE TWA LL TO FOU ND A TIO Naw= o BACKED METAL LATHE & PER FRAMING DETAILS BACKED METAL LATHE & to Lu POLYETHYLENE OUSE WRAP PER FRAMING DETAILS z POLYETHYLENE HOUSE WRAPo � Sz,o OR APPROVED EQUAL SYSTEM PROVIDE CONT. TERMITE APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE SHIELD UNDER SILL PLATEC. cn WEEPSC SHIELD UNDER SILL PLATE Ln w o FINISHED BASE MOULDING WEEP SCREED FINISHED BASE MOULDINGMAIN FL00R,4 MAIN FLOOR W r-0,, ELEV 0 a ELEV 00 QZJ a a Uj LU wCz .. �--� ..III. _ LU LL- a — 0 V III, N zLU o LU 1— r-. oC _ " Z . III 4 CONC SLAB W I I / _ a _ 4 CONC SLAB W Q II III / Go w N I VAPOR BARRIER = — — o .� N I — VAPOR BARRIER _ _ _ - N M. I ,,,, t- c� � I Z Z z SEE FOUNDATION SEE FOUNDATION ..., 3 Q a cn w PLAN FOR SIZE AND PLAN FOR SIZE AND ,,, cc 0° TYPE OF FOOTING _ o z Lu �-- TYPE OF FOOTING z cn . o EXTERIOR WALL _v t aW� WJJa Zc.� pE- Lro L 1 -SE CTI N W IT H WINDOW TWO- ST O R Y WALL SECTION w mw O L. D n 1_0n 1-011 �c SCALE. 3 4 1 SCALE. 3/4" 1Z 0 nus coop m a�r� � ogre � m�ru�ana+ ee:ay. SO � s gg^^gg R $a 9673 ffi ED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, ATA AR 96730 Javier Hernandez, AIA AR 98560' Sang-Yub Lee, PE 72328 �.Uj {.L0 M Uj J O� 00 Ln o0 U Z LLI a N 3 C W�, J 0 01 .> 00 E Lu ' _j N M 8 U_ wl U Z J¢ a s +r "a C:) L_ LU V) 0 00 m L_ra U) = a� E 12 j EOE¢ J a 4 O N U J J 0 mt a ko 0 0 N a IMM 0 Z' o z �--� owc w W uzi cn LU w Z z w .z J b Q w ^ Z Q Z Q z O 1. Q ce u, O W z U_ c� LU W vi a m m 0 Wo L�i o w _ cn cn J a H W d` cd cn 00 o z � oC 0- �a 0o z W Q m V% Ln Z SERIAL NUMBER 1014.1 mine eEsr of Nr arowEoce, ixeoEMcn oMM ON SET MIRROR 3 FROM SET MIRROR 311 MIRROR VANITY 5 DRYER VENT EN OFF BACK SPLASH FROM INSIDE CORNER - N (TYPICAL).... GAS PIPETYPICAL ( ) FOR. GAS DRYER ONLY - 11-211 �. I I M I I � N I I _ , cC 0 5C DRYER VENT TYPICAL Fri COUNTERTOPS I c� cL: c� (TYPICAL) , I1 I _ cc m A p I _ E GAS PIPE (TYPICAL) 36 HIGH X ,.� ( ) I � LJJ H FOR GAS DRYER ONLY M V LAITY MIRROR � A 5 � I o cn 'z � m M :: OUTLET BOX I �. 1 4 MIRROR L___ __________________ __J v O _ ¢ / DRYER VENT BOX- no CENTER SIDEWAYS ATTA H P z C PER MFR. O IN BACKSPLAS H INSTRUCTIONS iQ 1/2" z a cc RECESS Sto. DRYER VENT BO XtYO Ly FOR MIRROR ATTACH PER MF�l LU e O INSTRUCTIONS+2X4 HALF WALL m M O P.T P.T. SILL _I 1:1 1:1 2n MIRROR TRIM ILL PLATE OW J M _I J IF SLAB ON GRApE ,� U_( ) IF SLAB ON GRADE D F- w °C o CABINET a. 3 z, O VAN MIRROR INSTALLATION INSTRUCTIONS. J W -"� i W 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. 'i WITH PEDESTAL w> w 00 NOTE: WITH MIRRORS ON ADJACENT ANGLED WALLS BUTT MIRRORS TIGHT AT INSIDE z= �- 2: A � BATHROOMS0 SQ tZ .� n z COR ER. MIRROR TRIM WILL NOT BE INSTALLED AT INSIDE CORNERS. 1. DRYER VENT N [SOX TO HAVE KNOCK OUTS" FOR TOP G 3 O BOTTOM OR REAR VENT LOCATIONS. w NOTE. BRACKETS REQUIRED IF , Y Q cc 11 . UPON INSTALLATION OF WOOD TRIM .REMOVE REMOVABLE CLIPS VERIFY MIRRpR IS GLUED J w z 3 ( COUNTERTOP CANTILEVERS MORE THAN 10 COUNTER 0 O O BEFORE REMOVING ALL CLIPS AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE - 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM w 0 1 FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. LENGTHS PER M UFACTURER S SPECIFICATIONS. cn z . / w ¢ 0 U BOX_D TRIM DR MIRR R 00 ETAIL_ ALL DETAIL(,NTM STE BATH O WriNT-3DRYER VENT FOR DRYER ONLY w� o -INT 1 KITCHEN HALF W 2 W W Z 1 11 U to _ n = _ 1 (INT -1) SCA E. 1 2 1 0 INT -1 11 _ 11 INT -3 O, D8 = _ ( ) D8 / ( ) D8 SCALE. 1 2 - 1 ( ) � wce a u7 SCALE: 1/2 1 O / W'= Z cn TILE OR STONE ON 1/211COMPARE z - HA ' z ,,, RDI BACKER BOARDMANUFACTURERS ='Q� 311 r OVER EXT. PLYWOOD DIM OF TUB & oc � / O TOLL APPROVED TILE BACKER (REFER REFER • o o ON 2X4 FRAMING. PUMP LOCATION W W J TO CONTRACT SPECIFICATIONS) =o¢ WALL TILE PLAN VARIES SEE PLANS a w REFER TO FLOOR Pk, O O J d m , V w o 2 X BLOCKING BETWEEN VARIES BY MODEL 1 ROW OF TILE cc U z STUDS 3 WALLS) O ( cc a 0 2X4 @ 161, D.C. zUj ¢ v cc ce VINYL LINER 3 WALLS EXTENDED 5 w CORNER SN LF '- a - 1 CORNER z m UP WALLS w o O CERAMIC CO R o u7 ocin za >BETWEEN SHELF AT 48" A.F.F. m. 2X4 LEDGER 100/SILICONE SEALANT �J FLOOR TLS ce "-' w TILE BACKER AND WET BED o wd- = a f- x x DROP IN TUB x �_ DC o w ¢ 211 SHOWER DRAIN L,:, cc z w u- ,, + FLOOR TILE � > ... ... 2X4 CRIPPLES m aC �'2-2X4 n,: J .1'HRES OLD 'w -- J O . Q FLOOD TOP00 o W cnT¢ RP.T. SUPPORT UNDER .. • . .. Q _ 2X4 TO BE P. U cn .-. TILE AT DO . �. J NTA TUB AS REQ. BY _ D � WHEN IN CO CT v 0 _ THRESHOL Q WALL TILE t- MANUFACTURERS. cc cn W CONC. w \�11 ADJUSTABLE GA E AT UG CO WETBED O oc � PLA cC SHOWER`DRAIN o. z _ LINER SET IN o N SEALANT @ c(FR_�33N B DE WD RO P I TU TAI L °° 2" SHOWER DRAIN FLANGE OVER ROOFING FELT z NOTE. D8 ,1 - I_ 1 w _cn SCALE: 4 1 0 FR -33 o SC 3/ ( ) cn o c� BLE L A MAR HELVE WILL BY MODE S z NOTE. 3 4 X 9 RADIUS SHELVES EXACT IZE AND SHAPE VAIRES + z H :. SHOWER ELEVATION > �► ��. ED IN LIEU OF `CERAMIC WHEN MARBLE WELL A PLUMBING ACCESORIES. REFER TO ,.. u, z BE USED / � P + m m W F MARBLE TILE OPTIONS ARE SELECTED. ARCHIT_CTURAL PLANS BY MODEL. � J � �P GG w¢oo 5 Z = W wA i W _STANDARD HOWERSHE LF LOCATION IO NOW SHOWER � CURB O�rNTFRAMED FLOORINT 4END POST TIED INTO FLOORw z6 �. a � \` .� ce _ n 1 n g cn II I 11 JOIST BELOW EXTEND TO IT QDL8 __ N 4 _ (INT -5) ti a � m D8 SCALE. 3/4 - 1 0 ( ) SCALE. 1/2 1 0 c� cc wBOTTOM OF FLOOR JOISTS. zo>z , F•1 0 u.r END POST TO PENETRATE ZV( W0 SUBFLOOR. cnwaz UJ O _ FACE NAIL END POST TO z� cG- BLOCKING.. 0 mceaz oaw 2x BLOCKING BETWEEN w. _>8 FLOOR TRUSS AGAINST , W U' J'Z Q END POST. , Wce w ¢ Z i i i a- o'SUB FLOOR. w O ce w Quj Uj Uj cunj uj ILI O ZW 1-1 Q / �� � �� � �\ , / / cn o �, NAILS(TYP) E W 55 w >-... FLOOR TRUSS. / t� WLLZ¢ ,_, w C C7 LL. W U N Z , 4:? Lu 0 co v� cC w CD cUi ¢c � 0 cnHZp z � 'ZZF•1Z t� a w m 2 'Win Z W •p � Q to O ' cG. HALF WALL tIE-INFR 34DETAIL W m W 1-' Q N Z J _ LJ_ D8 w N.T.S.�Oo LL.(FR-34) Z Q d C] O i TO THESES! OF MY KNOWLEDGE, THE DESIGN DEPICTED ON. THIS : DRAWING COMPLIES WITHTHE APPIICABIE MIMDMM MWING CDDE IN EFFECT AS OF DATE OF CERIIFICKTIONOEM. ffi'Y 9673 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W` o rn W J c) M .--I OO o U) � 1 ao U Z Uj Q N J0)1 V) N ?� W ��, O > o C. 00 E w J M V, W Q N L L �-� =z a.¢ a 0 0 -a o C. W OL N 00 CO N Ll') i E _ O O 06 <C J 't ¢ NE J a V n J J ¢ o ko �r N 0 0 Z Z Oz z ,..., o w w to cc w (n cn LU LU z Q Z w Q b Q b LU z Q z Q 4 � 0 W J O W Z W V' LU J ' rNi 3 cri o V J H 0 oZS LU 00 O Z 00 U Q W O Q z � W m LU Z Cn (n Z� cn Z SERIAL NUMBER 1014.1