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611 TIMBER BRIDGE LN - NEW HOME ARCH. DWG'SiL L C) U L ru aj fl_ C) m F_ O Z: LL_ 0 C) z z O zc�nw C) = cLL'n w O a ne cx�zCO O WJ LLL J ohoUj n - OJ wLU Q O0 M�� C) CD opo J W Z O w O LUok cn p Z LU U LU pfwz U Lu O Q � O Cl - LU z = z LL, 0 LLj C:) J � z J = Q (�o O d J U CIELUm ado oilcan acl:�� U w L_ z Co azo �U¢ _�� ED > J O J J � J Q C)LL_oLu h o m Lf) o� J O US t5 � o< a O z O� =m0 C)LUo(D aw nz C[) co J C1 oQoo z = � 6) J W Q U� aim CD OC W Z 0 Qzzo cwLU Mz n =c�Wo I—zw� Co 0_ W o�Qo z z = o LU z U) J Q LU w LUUz _ Ow w o � LU avow U (f) w � Z O w CD 0 C:) Lf) L z0 Lg _O Q QOu') a w Q g o o z LU L z Q C7w LL_z w O aj �-, 0 QLu z = Z O LU Lf) LU Co oz=F- U) Z:) a O� LUwCC) w �--� z J J Z J U_ JOOL­ Q U H O ABBREVIATION LIST Abbrev. Description Abbrev. Descripti on Abbrev. Description # NUMBER F.P. FIREPLACE GARAGE(s) PT. LD. POINT LOAD & AND FRT. FRONT Al 82 PWD. POWDER AR 967 0 EQUAL FT. FEET SHAKE SIDING PLW. PLYWOOD AT FTG. FOOTING FRAME BEARING WALL ® A/C AIR CONDITIONING F.O.M. FACE OF MASONRN O R RISER ABV. ABOVE 0 EARTH ® RA RETURN AIR ADJ. ADJUSTABLE GAL GALLON RAD. RADIUS A.F. ABOVE FLOOR G.A. GAUGE PRE -CAST LINTEL/ HEADER REF. REFRIGERATOR A.F.F. AHU ABOVE FINISHED FLOOR AIR HANDLING UNIT GD GARAGE DOOR U REINF. REINFORCING GFI GROUND FAULT INTERRUPTER-—— C RM. R.O. ROOM ROUGH OPENING ALT. ALTERNATE GL GLASS ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD 130 MPH RQD. REQUIRED 101 MPH F.B.C. 6TH EDITION (201) PLUMBING EXPOSURE: LL2 R & SH ROD & SHELF B.B.Q. BARBECUE H HIGH F.B.C. 6TH EDITION (201 7) ACCESSIBILITY R.W.C. RAIN WATER CHANNEL BD. BOARD HB HOSE BIBB 7-10: MINIMUM DESIGN LOADS THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID B.F.F. BELOW FINISHED FLOOR HD. / HDR. HEADER SF / SQ. FT. SQUARE FEET BOTT. BOTTOM HGT. / HT. HEIGHT PRO. SGL SINGLE BR. BRICK __......... _ HORIZ. HORIZONTAL SHT. SHEET BKFST. BREAKFAST - VERSAILLES _ 10 SH. SHELF CLASSIC ; INSUL INSULATION w SHWR. SHOWER CALC. CALCULATIONS INT. INTERIOR SL. SLIDER C.J. CONTROL JOINT I.L.O. IN LIEU OF HER. SPECS SPECIFICATIONS CL CENTER LINE CMN. L CIMMARON S.P.F. SPRG. PT. SPRUCE PINE FIR SPRING POINT CLG CEILING KS KNEE SPACE CMU —0., CONCRETE MASONRY UNIT j CRAFTSMAN STD. STANDARD d. CLEAN OUT L LONG BOR. STL. STEEL COL. COLUMN LAV LAVATORY BROUGHAM _ S TOR. STORAGE COMP. COMPRESSOR LDRY LAUNDRY 40 VIE. - CONC. CONCRETE LIN LINEN T TOP CONT. CONTINUOUS LT LAUNDRY TUB T&G TONGUE & GROOVE J ITALIAN VILLA _ 58 PBC. TEMP. TEMPERED DB. DOOR BELL M.B. IMASTER BATH CARIBBEAN _ THK. THICK DBL. DOUBLE MAX MAXIMUM 82 T.O. TOP OF DR. & SH. DOUBLE ROD & SHELF _ M.C. MEDICINE CABINEr T.O.B.B. TOP OF BOND BEAM DECO. DECORATIVE MFR. MANUFACTURER TR. ._ TREAD DET. DETAIL MIL. MILLIMETER TRAN. TRANSOM` DIA. DIAMETER MIN. MINIMUM TYP. TYPICAL DIM DIMENSION MIRR. MIRROR ZD cn z SE".1AL NUMBER 1014.0 DN __. _ DR. DOWN DOOR MLDG. M.P.H. MOLDING MILES PER HOUR UC SUNDER COUNTER _ 'UNLESS -NOTED U.N.O. 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 §NCL. ENCLOSURE PED. PEDISTAL SINK W.I.C. WALK-IN CLOSET ENG. _ ENGINEERED _ __ POLY POLYVINYL WP GFI WATERPROOF GFI EQUIP EQUIPMENT P.S.F. QU POUNDS PER SQUARE FOOT REFOOT 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 i I SQUARE FOOTAGE NOTES GRAPHICS LEGEND S. F. - PARTIAL SECTION— TOTAL LIVING AREA - INTERIOR -ELEVATION--- DETAIL # DRAWING # DETAIL # DRAWING # .... _.... _-- 128 - - BUILDING SECTION GARAGE(s) / --- FTAIL_CALL_-0UT--__ _ DETAIL # DRAWING # DETAIL # DRAWING # CEILING HEIGHT CHANGE __..._._ _B UT CENTER LINE Al 82 ® (SPANISH TILE AR 967 0 ELEVATION MARKER ® SHAKE SIDING 7�,7 SLAB RECESS ® SIDING Ovan G. Drummond, AIA FRAME BEARING WALL ® BRICK 0 INTERIOR WALL (NON-BEARING) IFLOOR PLAN NOTES, SCHEDULES, & DETAILS O STUCCO FINISH ® CMU MASONRY WALL EXT 0 EARTH ® GABLE END WALL FRONT & SIDE ELEVATIONS INSULATION ® FRAMED KNEEWALL - - DECORATIVE STONE 0 DROPPED SOFFIT M PRE -CAST LINTEL/ HEADER BUILDIN DESIGN CRITERIA ONE STORY: FIRST FLOG - FRAME SINGLE FAMILY RESIDENCE: U GROUP R3 N BUILDING TYPE: C V - B DESIGN BASED ON FLORIDA BUILDING CODE 6TH EDITION (2017) �—�� RISK CATEGORY: WIND DESIGN BASED ON: II ...... ASCE 7-10 F.B.C. 6TH EDITION (201) RESIDENTIAL ULTIMATE DESIGN WIND SPEED = 130 MPH F.B.C. 6TH EDITION (2017) MECHANICAL NOMINAL DESIGN WIND SPEED = 101 MPH F.B.C. 6TH EDITION (201) PLUMBING EXPOSURE: LL2 B F.B.C. 6TH=ON (2017) CONSERVATION ENERGY ENCLOM I=RNAE PRESSURE COEF.: FOR WINDOWS/DOORS, SEE FLOOR PLAN FOR ACTUAL PRESSURES: +.18/—.18 VIE. X rrv. F.B.C. 6TH EDITION201 ( ) FUEL—GAS F.B.C. 6TH EDITION (201 7) ACCESSIBILITY NATIONAL ELECTRIC COD (2014) (NFPA 70) FEMA RULES & REGULATIONS Q N.F.P.A. 1012014 1ASCE 7-10: MINIMUM DESIGN LOADS THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID SQUARE FOOTAGE NOTES AREA CALCULATIONS S. F. FIRST FLOOR 2728 TOTAL LIVING AREA 2728 SQ. FT. ICOVER SHEET - Index of Drawings COVERED ENTRY .... _.... _-- 128 COVERED LANAI 276 GARAGE(s) 669 TOTAL 3801 SQ. FT. U U Z U LUQ m W ko O LIST OF DRAWINGS CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. COASTAL ELEVATION C1 ICOVER SHEET - Index of Drawings FW Ft GN1 IGENERAL NOTES __..._._ _B UT Al 82 , SLAB LAYOUT AR 967 0 Al A SLAB NOTES, SCHEDULES, & DETAILS FLZM_PbkN Ovan G. Drummond, AIA A2.82 IFIRST FLOOR PLAN A2.N IFLOOR PLAN NOTES, SCHEDULES, & DETAILS AR 96730 -E -RI Javier Hernandez, AIA EXT _iiiN AR 98560 A5.82 Sang-Yub Lee, PE FRONT & SIDE ELEVATIONS A5.1.82 REAR & SIDE ELEVATION, & ROOF SLOPE PLAN 45.2.82 EXTERIOR ELEVATION DETAILS M BUILDIN N A7.82 pG) I— BUILDING SECTIONS U Q00 Z w d � N DIFFLISM-DkYOUT C 0 LUpM� M1.82 _DIFFUSER LAYOUT U E=TCAL LAYOUT =�.L E1.82 ELECTRICAL LAYOUT U a ��o a TALI At�D-NO TE AL LL2 D3 STANDARD NOTES & DETAILS E��a D7 STANDARD NOTES & DETAILS J D8 STANDARD NOTES & DETAILS Q HOUSE ELEVATION ABBREVIATIONS ABBR. N FULL NAME ELEV. CODE MAN, 0 MANOR 03 WIL. WILLIAMSBURG 07^ PRO. PROVINCIAL z 08 CHA. CHATEAU 09 VER, - VERSAILLES o 10 CLA. CLASSIC ; LU r�! MED. w __18 MEDITERRANEAN 19 TRA. TRADITIONAL 20 COU. cn COUNTRY MANOR 21 HER. HERITAGE 22 CMN. L CIMMARON LU Q 28 MSN. b MISSION 30 CFT. j CRAFTSMAN 31 SCL. O SPANISH COLONIAL UjU C 32 BOR. 0 , BORDEAUX 33 BRO. BROUGHAM 39 REN. RENAISSANCE 40 VIE. VIENNA ULU 41 TUS. TUSCAN 44 CLS. cry CALAIS N 46 ITV. J ITALIAN VILLA 58 PBC. � PALM BEACH 80 CRB. CARIBBEAN _ 81 CST, COASTAL 82 C1 , 1 U U Z U LUQ m W ko O TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. May 4, 2018 FW Ft ' r n � e , AR 967 0 '"ED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 LL1 (iO M Uj o M 00 �-- pG) I— T U Q00 Z w d � N C 0 LUpM� a U Y — u =�.L z a U a ��o a LL2 � F 00 Q - l E��a T ¢ o c� U J J J ko 0 Q N H 0 0 z o o E~ ; LU r�! w °C LU w cn L LU Q b Q �--� C) Cn j CDQ C C a ;' Q O UjU C U 0 , ULU i co cry o N � J O '7 E CID � Uj i Uj C1 , 1 Uj W U Uj Uj O U ZD cn z SE".1AL NUMBER 1014.0 0 V co a 0 a CID 0 z U_ ~ O pz z Q O z` cin Ln LU O ~ _ = a of oC z °° O LU J LL_ O M elf a p z i LU LU > ~ co ��r-, LU z�F- Q ~ z o O UJI ry Ln J W Z O w O LU O cn p Z QO � LU z Mcr_1 a LU O Cl w M z = z w � Q � p LU O J f- Z'- =Q O O U_ LU 0 J U m LU Q OO C21 O Q af ULU Z CO ~ z p z o afQ = a OCy,} w J O J J � J Q C)LL_ LU <c O O J O of Ln LU a p O a O z _ co U p LU = cn a = L z I m c LU J H LU Q p Z=LU p ��wLn J LL LU Q un } o- clf m L7 oC w z zo>� O LU LU z O g LL cn cn LL p z LU CD F-Qz w >_pC0--p moo- -z o Q j O ii. -Ln < z z = p z U) ~ J Q Lu(nQ LU La p to 0 c~n OW w p � LU = Q 0 =3 LU LU LU _ z O w = O Z CD = z O0 z O p z w Q Q O = H a= Q g p z wL.L_ (D ZQ LU LL_ z w O p LU Qw�;:U_ z O _~z LU U) a m p z = U-) O _ QUj O LU CO w U JZJL~L IOOLL_ QVF-O GENERAL NOTES 1 IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE NECESSARY. STRUCTURAL DESIGN CRITERIA LIVE LOADS: ROOF RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED BALCONIES/DECKS STAIRS ATTIC WITHOUT STORAGE ATTIC WITH STORAGE HABITABLE ATTICS SLEEPING ROOMS CONCRETE STRENGTH @ 28 DAYS REINFORCING CONCRETE MASONRY UNITS: STRUCTURAL STEEL: WOOD FRAMING CONCRETE UNLESS OTHERWISE INDICATED 20 PSF (REDUCIBLE) 40 PSF 40 PSF 40 PSF 10 PSF 20 PSF 30 PSF 30 PSF 3000 PSI WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 ALL REINFORCING BARS TILE ROOF: ASTM A615-60 60,000 PSI ALL STIRRUPS AND TIES 20 PSF ASTM A615-60 60,000 PSI POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF 20 PSF FIBERS PER CUBIC YARD ASTM C90-01, STANDARD WEGHT UNITS, fm=1500 PSI MORTAR TYPE "S" 1800 PSI CONCRETE GROUT 3000 PSI C�DNTINUOUS MASONRY INSPECTION IS REQUIRED DURING CONSTRUCTION WIND UPLIFT RESISTANCE: ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 BEAMS, RAFTERS, JOIST, PLATES: U.N.O. NO. 2 SOUTHERN YELLOW PINE (19% M.C.) ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB FLOOR SHEATHING: T&G A -C ROUP 1 APA RATED (48/24) WALL SHEATHING: PLYWOOD �C-C/C-D, EXTERIOR OR OSB VERSA LAM BEAM: Fb = 2900 PSI (2.OE) WOOD COLUMNS: PARALLAM 2 .OE U.N.O. WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF TOP CHORD DEAD LOAD: 10 PSF 20 PSF BOTTOM CHORD DEAD LOAD:( 10 PSF 10 PSF TOTAL: 40 PSF 50 PSF WIND UPLIFT RESISTANCE: 10 PSF 10 PSF SEE DRAWINGS FOR SPECIAL (CONCENTRATED LOADS. DESIGN FOR NEW WIND UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD AR 96730 LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. WOOD FLOOR DESIGN LOADS: Sang-Yub Lee, PE TRUSSES: DEAD LOAD: 20 PSF LIVE LOAD: 40 PSF Uj _j D TOTAL: 60 PSF FOUNDATION/SITE PREPARATION: 1. FOOTINGS WERE DESIGNED FOR AN ALLOWABL� SOIL BEARING PRESSURE OF 2,500 PSF, FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 98% OF THE MODIFIED PROCTORAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SIL FOR TERMITE PROTECTION. 2. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE P .EPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEOTECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RECOMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ENGINEER. 3. WRITTEN CERTIFICATION THAT THE MINIMUM D 'SIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN METS ALL BE MADE BY THE GEOTECH. ENGINEER. TERMITE SPECIFICATIONS: SECTION R318 PROTECTION AGAINST TERMITES TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE V ITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NUIt: 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BORA-CARE" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. 2) PRESSURE TREATED LUMBER THAT HA$ BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. UN 11UNAL bUKA I t AF'F'L1tU I U ALL VKAMt MtMbtKS W1 I H1N 24" A.F.F. DOORS & WINDOWS ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN HEIGHT & 5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" A.F.F. WINDOWS SILLS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT GREATER THAN 24" A.F.F. OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R312.2.1 THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. ALL GLASS WITHIN 24 INCHES OF AN ADJACENT DOOR OR HINGE SIDE OF A PERPENDICULAR SWING DOOR, ALL GLAZING LESS THAN 60" FROM TUB AND SHOWER ENCLOSURES, AND WINDOWS LESS THAN 36" ABOVE STAIR LANDING AND WITHIN 60" FROM THE BOTTOM TREAD NOSING SHALL BE TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2017 FBC 2411.1 SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 14 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1Y8 INCHES (35 MM) THICK, OR 20 MINUTE FIRE -RATED DOORS. WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE TREATED 2x8 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 FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ (2) ROWS OF 10d NAILS AT 10" C/C. WIND BORNE DEBRIS REGION 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 A MIAMI-DADE OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. GYPSUM WALLBOARD PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8" TYPE "X" GYP. BOARD ON ALL GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS 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. HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8' ABOVE FINISHED FLOOR. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD. GLASS BLOCK MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. BUILDING IDENTIFICATION APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4" TALL AND 1/2" THICK AND CONTRAST WITH THEIR BACKGROUND. QT1 irrn ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL PLYWOOD PANELS. CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. OUTDOOR KITCHENS ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR GRILLS OR COOKTOPS. ANCHORAGE METAL AND WIRE LATH: 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. 2. ALL ATTACHMENTS 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 TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST 4 INCH AND BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. 11 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1%" INCHES LONG HAVING A HEAD NOT LESS THAN %8 INCH IN DIAMETER, MIRRORS MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. W v e r KI(1TCC THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: MECHANICAL, RESIDENTIAL, AND ENERGY CONSERVATION MOUNT ALL THERMOSTATS AT +4'-0" ABOVE FLOOR. ALL INTERIOR & EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V.A.C. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. FOR EXHAUST HOOD SYSTEMS CAPABLE OF EXHAUSTING IN EXCESS OF 400 CFM, PROVIDE MAKEUP AIR PER FBCR M1502.4.6 WHERE EXHAUST DUCT EQUIVALENT LENGTH EXCEEDS 35 FEET, PERMANENT LABEL OR TAG REQ'D PER FBCR M1502.4.6 ELECTRICAL NOTES THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. PLUMBING NOTES THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND RESIDENTIAL ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26" ABOVE GRADE. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. CH()WFR HFAf1 HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE T-4" HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6'-10" GENERAL NOTES ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. DRAWINGS SHALL NOT BE SCALED. INSTALL SOFFITS PER FBCR R703.1.2.1 SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). THE DWGS. ARE DIAGRAMMATIC & INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. z ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL. CODE & ALL CODES, REGULATIONS & RESTRICTIONS HAVING JURISDICTIONS. GROUND -FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED OUTDOORS, IN BATHROOMS, GARAGES, LAUNDRY AND AT DISHWASHER SHALL HAVE GFCI CIRCUIT BREAKERS OR RECEPTACLES. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE) TO NON -SWITCHABLE Q KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE PROVIDED W/VISIBLE z "POWER ON INDICATOR" AND A TEST BUTTON WITH BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. ALL ELECTRICAL SWITCHES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" FROM EDGE OF OPENINGS. ALL WALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED. BRANCH CIRCUITS THAT SUPPLY 120 -VOLT, SINGLE-PHASE, 15 & 20 AMP OUTLETS INSTALLED IN KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUN -ROOMS, RECREATIONS ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS SHALL BE PROTECTED WITH ARC -FAULT CIRCUIT -INTERRUPTER PROTECTION PER FBCR E3902.16 LL CONTRACTOR 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. Q 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. THERE ARE NO EXCEPTIONS. TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. a e a , AR 967 !` %r BRED ARG Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W o rn Uj _j D O M �4 00 Ln Z LU ¢ a✓ Lr U � It Ln N W x p f`°i >LU �..� Z p Mo `tom Y�L� VV$ Z � y r l _j Q) -aoo 0 V LI.! 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LuLf) C) CD oO:f U o �u� ao� OC)r a o z =mo C)Lo� Qwc'—rnz m CO w J M LLI MQ Q r Z = p w U') w (f) LU LU_ d CO (D c(f LU z p O QZ LLI z O g w cn U-) LU Z U >_ c p mc):f cl-z LU z z = o LUU z wcLnQ¢ LU = — LU Q C)c�crc�n C) LULLJ C) � o=<;o Quo= zow� = O LU zzz� foo`) z 0 �o z cm) Q ¢o�cXf �cl-w¢ LU L z LU LL z ¢ Lu LL z w O � M ¢ Uj w i 2-, = z o (DI-_ �z L LLICO LI oz= (D aE�� Luwcaw J z J LL Joos ¢UI -O 0 Ln A A7.82 - _ 9'-10" O11 I 81_011 11-0 PRE -PLUMB FOR SINK 24'-0" OPTIONAL GAS LINE TO COOKTOP B A7.82 GAS LINE TO I DRYER 87'-10" 1 II I 48"x48"x4" CONC. PAD 48"x48"x4" CONC. PAD 3" ABOVE GRADE w w Q_ Q_ i i 3" ABOVE GRADE WATER SOFTENER Hg '-10" 22'-0" OPTIFIATL a I I GAS DINE TO TANKILESS W.H. rB � A7.82 91.011 S LAB LAYO SCALE: 1/4" = 1'-0" 75'-0" 87'-10" COASTAL HOSE BIB MUNI DEVELOPMENT COM v ED pppRO 3'-0%" 4 0'-0" ELEV. T.O.PAD (TYP. OF 4) 41-10" 0' 51.811 51.411 111-011 .7 STEMWALL FOUNDATION NOTE: FIELD TO VERIFY ALL GAS LINE LOCATIONS PRIOR TO POURING SLAB A A7.82 ADDITIONAL NOTES, SCHEDULES, & DETAILS CAN BE FOUND ON THE A1.N SHEET. w Im Fst O--- ' CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. May 4, 2018 ------ r_ -____J L ------ L ------ Ir --------------L-------------------- ----------------------- -------_-_------------- �___ - -_ __ --- ------__---- ----------- _- _----_� - L ----- --- ------ Ap ------ _J L_ _____ ------ ------ ---= _______------------------------------------------------- � ----- --------_________________________________=====1 6 t -- ------� --- _I - AR 967 _ o _ 31_011 31_011 Ii Ji I i z p U a PROVIDE ELECTRICAL _ o '� �I I _ -- N N -- III I Iii-- J , I ' Al ----� PAVERS ��==�1 1 ON STEMW LL �q �-+--- I�__JI l I I ' LO _1 N AR 96730 PROVIDE GAS LINE Javier Hernandez, AIA AR 98560 Ln Sang-Yub Lee, PE 72328 W I O cn CHj1SE FOR ISLAND Q, 11 6 PLUMBING— „ ---_-- I I ";; I 11 X67--, 7 TYP, Iw O rn a F- a) T 00 Z i!7 IRT N W cr_ LU O° WALL - ; ;4.$--, ' "' o 2 I� Y U u" T i �r = Z L i fu a- i U U _j ` � 0 �0 W CPi ¢ = 11 6 PLUMBING WALL a0 I I " `=-_�`J I I I — - i ; o A1.N —1 I_ J d °- -, N U n J OO 10 o O a ILL. co III b11 —_ ' I =7_t f� I 1 GO 0 0 ' 00I Cj J LU IL -DML- I Oce GAS LINE T t!'} w . LLa ' LU Q _ 00 r---------� L------------- --• --- _ - - - ----� ----J DRYER I O a. F_ U) a- ¢ Q > O ® U ' LU 241.611 I 1 ^1_(�11I y 7 81.911 7 ' SLOPE PAVERS @ W U) I _ _ 61 L.. I lL I I Ii i r.,-..-........,....__ .-� r-------�i 1i J O ---------- ---------- ----------� ---------i � i cc' ' I l,'8" PER FOOT = LLj LLJ i 10'-611—Q C) -O11 V iI i 1 I I i SLOPE @ 1/8" PER FOOT 00 -o FIELD VERIFY FINAL LOCATION ' FINISHED FLOOR Q LU ao m w co Uj _ W/TOLL BROTHERS P,M.' (UMBER 1014.0 I i i i i i 1_ 43 211 I, I I 8 1011 I I I 251-611_ FLOOR , OUTLET I - 0 ii ii � 11 6 ol O 00 1� ZZ) i ii CD PER c~n N I 1 NOTE: I II 11 �L GRADE ' PAVERS ON ' FIN. FLOOR TO BE 18" MIN. nP, �- -___--J - - STEMWALL F ABOVE CROWN OF ROAD. - r 1,J-------_ rr M L_J in 18'-8" I' t ii I ' Ln - - - - - - - - J ' - 7'--- 16"- - - - - �- I a I I I I I I` I U) I I CD L. i Z-'��� II 6" PLUMBING WALL --I i i i i III I I I I ________ i i J----------- ----� r`_ ------ �r------ —-------- ---ti v \� i� ------�- — — ---„ II SLOPE PAVERS @ _ O JI I I I I I I I I L ---- J I I- I I I I I- 11 it 1/8" PER FOOT I I r----- C---==___-� I rn I I i 1 I I AS LINE TO - II ..:,...m. FIREPLACE I .. r N�rI,I i -VARIES _- 1 221 .611 91- 11 , ------ _ _8113' I 1� N Ir, I N ' I6"PLUMBING-� ' '-9" I I I I N I r II N o _ I I o, WALL I �1 ILII r ---------- C---- I r---- 111 1 n 1 " I 00 I I I I I _ 11 I I I 11 I I I 11 - I I I I I I 4 -2 5 -2 �' ,i I ii -----_----_-_-_-_-_----' Ii ti- .,I II I PAVERS I li li II -1 _ II NII ON STEMWALL _ O I It1 uI I I I 11 U1(11_611 CDI AI_21' 21_11 ill 1I I I 411 PLUMBING `F 7 it Ln ALL, U.N.O. (TYP.) iii iI I i ii L _ L_-- __________________________ _____ ______ ___- -------------------- _� _-- ---- - _-_- _ �'________�-- ----- ------ ---- �____�_ ___�-------�_______------+-+_____ _$------ ---------------------- ' I ------ II ----------------�I r Nk I I Pf '-10" 22'-0" OPTIFIATL a I I GAS DINE TO TANKILESS W.H. rB � A7.82 91.011 S LAB LAYO SCALE: 1/4" = 1'-0" 75'-0" 87'-10" COASTAL HOSE BIB MUNI DEVELOPMENT COM v ED pppRO 3'-0%" 4 0'-0" ELEV. T.O.PAD (TYP. OF 4) 41-10" 0' 51.811 51.411 111-011 .7 STEMWALL FOUNDATION NOTE: FIELD TO VERIFY ALL GAS LINE LOCATIONS PRIOR TO POURING SLAB A A7.82 ADDITIONAL NOTES, SCHEDULES, & DETAILS CAN BE FOUND ON THE A1.N SHEET. w Im Fst TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. May 4, 2018 t F FL 6 t d f AR 967 !'ED AR Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W O M Iw O rn a F- a) T 00 Z i!7 IRT N W cr_ > o � � C) o I� Y U u" T i �r = Z L i fu a- i U U _j ` � 0 �0 W CPi L C 00 m (1) Ln Q a0 -2 —1 �0�¢ J d °- -, N U n J Q 10 o O a °' N 0 Cj �i t!'} w . LLa ' LU Q O a. F_ U) a- ¢ Q > O ® U ' LU 1 (kEf Y cn I ILL! 00 oC (� oc F_ N J O C � i cc' ' ca LU LLj LLJ C) V N 00 -o Q LU m w Uj _ _ ZD 77[SERIAL (UMBER 1014.0 C:_ 0 V M A) Q 0 a m F- O z LL_ pz z o Q�U) Z t� w C)~~= ZD a � Qr- cc z 0o O W J LL_ O p O LU re a 3 p CD z J Wco Q 3 W --, M Z:) W zQF- oho LU J W Z O w O LU O U) p Z L O ULU oa d 8c� LnO W z = Z W � Q � LU Op J � Z J 2Q oO LL - CD L_ CDd J V � m � Z Q O p O Ln Q Or-,� VW Z Co Z C),LU C:) Q F- a � Z W JO J J � J Q O p (_ O cn O J O �III � d0 O p[ a Oz =mo H pLr) Uj p Ln Lf) O (D W m m W J p JQ C) p Z = p W U)W U) J W 2 Q V 0 m C'7oCWZ zo>� 0 QLU zz CD 2: Uj cnWpz 2 C7 V O F-zLU m��z p ¢ >O Z z = p LU Ln z ,,, Q cn w p U-)ZO oc V cn OLUz W p LU LU = Q Q p W � Lf) LU - z O w zzz� 0 zoo Lf) (D p z W C=) Q Qozog d W Lj-j LLJpz W LL_ z Q c� W LL_ o LU Q LU z=zo Lr) LU LU m LU -o=U) � Q LU �� W CO W V J Z J LL. �OOL- U H O FRONT WALL OF GARAGE PROVIDE 1 1/2" D x 5" W RECESS AT GARAGE DOOR PROVIDE 4 1/2" D x 8" W SLAB RECESS BRICK PAVERS SECTION @ GAR. DOOR SCALE: 3/4" =j' -O" PLAN VIEW SLAB NOTES SEE GENERAL NOTES FOR CAST IN PLACE 1' 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 PROVIDE 8"X 1 1/2" RECESS AT SLAB 4' PERIMETER (TYP., U.N.O.) ALL FOOTINGS SHALL BE MINIMUM OF 12" 5' BELOW GRADE INDICATES DOOR OPENING SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, AS CONCRETE ALLOWS WITHOUT RAVELING 1 SAW CUT DETAIL A1,IV SCALE: 3/8" = 1'-0" RJ U Q W m MW W.W.M. PLACED IN UPPER RECESS 1/3 OF SLAB OR FIBERMESH IN SLAB REINF. PER PLAN 1/8" (MIN.) SAWCUT x 1/4 OF SLAB THICKNESS SEE SLAB f LAYOUT FOR LOCATION GARAGE DOOR L RECESS a4 SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, AS CONCRETE ALLOWS WITHOUT RAVELING 1 SAW CUT DETAIL A1,IV SCALE: 3/8" = 1'-0" RJ U Q W m MW TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. May 4, 2018 f 3 , Lt t 1 9673 3 !, A'ED AR Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W C) M LLt O of 00 o< c 00 00 U- V1 W N w a) CA ' >0000 o0. Q p M I. O V aim �r _ Z LL. fu .�..�.� a- LU V) d+ 70 O m L C Q a co Ln = d Q I_ J M d n 0 N U �.D o O °' Z LL - 7Z 7Z Z sem° W W LU L~ i LL1 LUzQW � J j F- P-4 Uj~� Z �'- p O '� Q € C) CL ® U U 1_ i Y} V) U W 00 C) lD LU W p LU Uj V , a ods W W �= z W T� L LU Z I = €SIAL NUMBER 1014.0 c1_ L O V A L a Q 0 z w O �z z Q�Ln z cin ,LU C) LU ILU a � �zC° � E J ohCD ado z 0 w Q LU m Q O LU z CD F=Ic— o�o o>o LU LLC CD 0 az C) LU 0 V Lf)Lu O Q Of LUO LU �- z = z w � Q � cs O J 11-- Z J =o¢ ��o �LL_ � LU CD J U pELU m QUo ooU) a�LU vw z C° z z Uj Uj r Q = d mQ> J OCD J J � J Q �W (n C) C:) o� J o of Lr) ao� o� a o z =mo �o� <c LU mm j J LU z = w �U)LUcn CD J w LU _ Q U CL_ m C�cx�wz �oo� U) LU 2: w cn =��o cm�n-z C a CD LU L z z = o LU Q J LU Lr) LU �z O w z w o � LLJ Qw LU zow� Lf) z z CDLU� 0 zCDz 0 0 o� Q o cn F— fl - 2 o o z ED LLLD _ z U LU LL. [= O w QLU z=Uz,O w��m oz=U LU��� wcpw J Z J LL Joou- Q U !— O O Lr) A Nt A7.82 / 0 00 N 9'-1011 1011 91-011 P IVCY WALL, P iT 6-0" A.F.F. COLUMN SEE P E-LUMB ELEVATIONS FOR DETAILS F T SOFFIT BOX BEAM TO COLUMN 0 CD WIDTH TYP. I iD B Ln PROVIDE GAS IV o LINE � �, -1�-0_ o - I I I I I ' I I I I I I LL -1 I LL I of I I Ln1 I �I I I LSI I , COVERED 1 LANAI CL 12'-0" CLG. LU j c~n I I I �I U I I U_ I of �I1611 LL_ I - - I 1 ' I � I F-4 Mini= 4'-10" 51_911 R 141-511 87'-1011 T-6/ 11 2 3'-11" 11'-0" FOR ONE STORY HOUSE I � rB ' A7.82 GAS DRYER SPACE I ' V.T.R. © V.T.R. 0 I MId .T. 13 ' AO H B .....................................::::.:::::•:::::::::::::::::::::::::::.. : REF. DBI LDRY. SPACE ------------ ----------- OV N � ; TWO CAR :. WATER --- ---- GARAGE 101.011 CCG. L• - - LU DINING ROOM 10'-0" CLG. 2x6 WALL @'34 1/2" HIGH ROUGH ------ o 0 ZD = N fV bo M.T. I N 181.611 N 19'-1" GA C00 OP May 4, 2018 OF Fto ----J 1_ 11 ----- 81-41' CO ------ ---------- ---------- ------- -- — — 11'- 11,4, SOFTENER LOOP L.T. ' . A.. IlI I 34 -g 11 9'-0" CLG. 01 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W w o M 00 co cu u) °o Z3 11- 1 DBL. SINK o °O GO RMET KITCHEN �� 611 "VIASI R -1 ipAl `D Q 11 ,GAS DRYER SPACE I i STACKED RECESSED 22 X 54 ATTIC 01 o 6" W/DISP.2� 10 -0 CLG. J = ¢ o < ____� ® _j J I I 1 ` ; I , , 1.__� I W/D L --J AIR HANDLER IN CLG. ACCESS W. PULLDOWN ATTIC 01 (D o 1 ; O LL_ � z LU ce- D.W. w I� ? HALL co Q STEPS L - - - - - - ACCESS LADDER Q a. CL ; Q > o LU Uj ULLJ = 11 10'-0" CLG. — A o o; I z �? I <' Uw aD L-------------- CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. May 4, 2018 OF Fto - CO ------ ---------- ---------- ------- -- — — 11'- 11,4, " I J "' 1110"x10" AIR MT 1 _ I --- 1 w' JUMPER ___ z; I --- i II II I L �N O7 I IIA.H.U.II I EiT -� w ------------- L =_ J I � I ---- I 71 1 C t1 CD I 1 1 1_ 11 I 11 IL=y I I I 4 _0"5 4 12 -4 1 1 25'-10" 01 Cl -- ---- of - LU I I _ I °° PANTRY M N 11 ,I PROVIDE 72" x 96" x ; GREAT ROOM 0 -0 CLG � STUDY 11 <1 I 12'-0" TO 12'-8" 10'-0" CLG. 30 RECESS FOR AHU c_ 1 �M 8 COFFERED CLG. ' 1 0 W I 12'-0"I 1 EPDXY GARAGE z----------------- - 1 �' 2�0" GAS LINE T0 RAISED FLOOR ... FLOOR X9FIREPLACE HEARTH ;0 ................. . ... ..1O . :. 33'- " 0 1 5'-71' / 131.811 - 2 611 121-0 21 51-411 811 8 � - - - - - - -611 1 -I -F- 1 L _ - / - -1 7 -V11- HALL - ix211- -- r 0" ZLG. _ �J - / I I Ln CZ) M - SEE FLAT I FOYER I ^1 1 .- 9; `�' SOFFIT DETAIL 10'-0" CLG. - I 0 ON A3.N TOP I 12 DR & SH @ 9'-0" U.N.O. 611 -- ----- z _ ZD - . LU 1 N z cc r - - W.I.C. J © M N 10'-0° CLG. I o COVERED CE U)8 g g �I I� 0 �, I ENTRY I C. =N o ® MAS R 1 BAT — _ 10 a CLG. 1 I 21 11 10'-0" _6 LG. 101.01' CLG Al BATHROOM _ lo � I M 611 = I I = 10'-0" CLG. o, U I 6' 14 R & SH I 1 N - - 141.611 o I o 71.411 O 9.411 o a, 81.10" 2'-7' 2'-4" 5'-10" - I 5'-8" 12'-1" = I L! ) 00 A(ZO, CID CID LL -- -- lo lo I W.I.C. MASTER SHOWER ENCLOSURE ON 1 10'-0" CLG. BEDROOM 3 I BEDROOM ® LINE OF 20. 10'-0" CLG. Al M I ( ON TUB DECK = I I 10'-0" CLG. N I I 10 FLR. ABO E ® cn 1 B I °� BEDROOM 2 — - °� o i BOX OUT BES 'W.I.C. 10'-0" CLG. ' TO COLUMN 10'-0" CLG. o �, � BATH 2 o I - OP M 5 10'-0" CLG. 1 O WIDTH, TYP. 0 8411 Ln 21-811 I DR&SH -- ®... . ..... .:- .... .........::.:::: :::::::::::::::::::::::::::::::.:::<:G i::rrr........ r . HB O O O SHOWER SET O GAS TAN KLESS AT 18 A.F.F. �- W/H I I B I HOSE BIB TEMPERED GLASS SHOWER ( I A7.82 ENCLOSURE TO FIN. FLR. ' ' I ' ' 10" lovq 24'-1092" 21.3/11 21.3/11 111.99211 81.5/11 251.3%" 4'-1011 51.411 lo 11 ��� .i 751-011 111-011 87'-10" FLOOR PLAN SCALE: 1/4" = 1'-0" COASTAL I N N I., O Ln 0 C�7 W COMMUNITY DEVELOPMENT APPROVED ►DDITIONAL NOTES, SCHEDULES, & DETAILc :AN BE FOUND ON THE A3.N SHEET. TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. May 4, 2018 OF Fto CO E t , i R 96730 ' . A.. IlI I l�RED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W w o M 00 a� ¢ cu u) °o Z3 11- (}— < w a �' N N V W � rn >�o p�It a U Q L � i ru (3)� Z _c a �tyJ w cn L , � m �0�¢ J = ¢ o < p N U _j J to 0 0 N 0 o LL_ � z LU ce- w I� ? Q LLJ F_ Q z a h C) Q a. CL ; Q > o LU Uj ULLJ o; z �? I Uw aD Of 1 � 0 Cn F- l� 11714 9 J O c CY�'1 w LLJ w t N 00 z z N �I LUw �- wo _ _-I (n?U_ � ZD [7-,ERIAL NUMBED. 1014.0 z LL. ~-' O p z z Q�U) zc�nw uj F- d � �z0o Q W J p LU �O a p CD z LUqui Q > ~ O_ p w z C) Q � z p � O W J W Z ow0 w O Q ci z QU U LU M LU LU Ocl- LU Q L p O W Z = z W C) C-) LU O J = z Q Of00 LL - 0 d J V C>c m z Q � a p O U) a�� V i w Z Co z � LU � Q LU a � z w m Q > J 0 J J � J Q O p O u) O J 0 Cl:f U-) a p C1C � O z =mo H p U) pc U))(D Qw nz m CO J � LU p Q Q p z = p w w(f) i W LU Q�U')� C cx� w z Z O > O LU C z z O w O Ln z _ (D w O F— z LU ppcifn'Z p Q > O LU z z = p Z (n '_4 J Q W V) ::r LU w p 0 ,Y cri U) ti O W z W p C) = o Lr - Q � p w LU C) LL- Ln O w LU zz z cr� (D C:)Z a O C) zLW'CQ Q p cn U a W a g o p z Eli LL - (D z Q L --w w z,v0 �Lnor-o QLU z=z0 U) �LU CO LU �FD- =LQ �� '-'-'WCOW U J Z J LL. O O L- -::t Q V H O TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. May 4, 2018 I`��Y 111 4 `• AR 967 .` A. RED A Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W C) M LU O M 00 a aJ 00 Z3 ( } w Q I- fI V W -.!cj a Q1 c � '� � 0- J p�� o U T 1 0 L U- i CL c U- (1) -0 0 L- (U fu 00 L 0 E� Q J < cs 0 N U J J Q t.0 o 0 N C. ■ 0 0 Z LL- z z 1,, z �- LU Qc w w }w-- j 1 w � LLJ z Q J t; Q „ � HE3~� �— C) O u! C ULUv i p z Y Cn w a� 0-1 i W i cc p W Gl i LU tLJ i i J W oZS Uj 0 LLJ _A v � W z LU z N U a <t U") ua cC C) O UU., O LU cn 1 LL- rsERIAL NUMBER 1014.0 r,� 4 t� L 0 V L 03 W Q 0 cl m O z LL � z z Q o z cn LL,O�= w � a � z co c) —i LL_ � � O a o z CD wcc LU Q > O LU O H oho LU Lr) J W Z OWO LU C) z Q � C) pc� LU U LU O Q wiz ��o LU �- z �QLU 0 LU O J �� o LL. o�m wow ry U Z Q cy, n O U7 LU Q cxf VW Z Co 0 ��z Q LU o�w mQ> J O --- M M Lu Lr) v , o� J O ao� 0 oc a o z >- CD C)�oLD Q5 nz w 00 J � LU Q o 0 z = w �Lf) wLf) O Lf) W Lr) >_ cj:�m (D u-, 0 w z� M z W (n cnwoz _ w O H-zLUi,l�— cr-,o m cy, 0- z C) Q W (D LU U) Q U Z Z = C% W C� Z w � W � w O O w z w _ Q LU zzz� Hoorn z ca_ o 0 Qo5 � CK � Uj Luoz W LL 2 -- LD L 7 M�--1 W LL. Z w O Q W -3: U;��� WLU �� oz=� oF- Q � �2: LLwmW Z J L J Z J L.L aU�O 0 o� 2 5.2.8 y - 1 5.2. '4 CLG. @ GARAGE TY�F 7 5.2.8 -------- -- - TOP OF ROOF -------- — -- — -- � � FLASHING I � �ELI ROOFING PER J CONTRACT, Typ. FRONT E LE SCALE: 1/4" = 1'-0" w W-11 VATION RIGHT FELE SCALE: 1/4" = 1'-0" SH VATION I � F_= � II COASTAL V I F\ll'l W � FINISH FLOOR 7 2. M. O 1 ELEVATION NOTES PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR 1' DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED OTHERWISE FOAM APPLICATIONS FINISHES SHALL BE ACCORDING 2' TO EACH ELEVATION__ _ "CORAL -LIGHT" OR EQUAL PRE -FINISHED FOAM APPLICATIONS SHALL BE INSTALLED AS PER 3' MANUFACTURER SPECS. U.N.O. PRE -CAST STONE APPLICATIONS, SHALL BE 'STONE 4. CAST' FROM FOAM FACTORY INC. OR EQUAL, AND INSTALLED AS PER MANUFACTURER SPECS. TRIM WORK FINISHES SHALL WRAP ALL OPENINGS 5. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE OPENING METAL WORK IN INTERIOR AND EXTERIOR RAILINGS 6. AND APPLICATIONS TO BE FAUX WROUGHT IRON ALUMINUM _ _ _ THE BUILDER SHOU_LD NOT INTERPRET THE DRAWINGS, 7. ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER THE BUILDER SHALL -BE RESPONSIBLE TO SET A MEETING WITH THE SUB -CONTRACTOR / MANUFACTURER AND 8. THE ARCHITECT/DESIGNER IN WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND APPROVED PRIOR TO INSTALLATION ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING 9' HEIGHT OF COACH LIGHTS WITH TOLL BROTHERS P.M. ADDITIONAL ELEVATION NOTES: 1- PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" HEEL 2- ALL HIPS TO BE MANUFACTURED WITH A 1 1/2" OFFSET AT CORNERS 3- ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN ADDITIONAL 1/2" DROP ROOFING PER CONTRACT, TYP. rW V Q cc W U U COASTAL M ROVIDE RIDGE VENTS, TOLL BROTHERS P.N '0 VERIFY LOCATIONS M FINISH FLOOR ASPHALT SHINGLE ROOFING ILLJ TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. May 4, 2018 FI' �}R ♦ F � d d d R 9673 , BRED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W o rn LU o rn _j00 00 Z� W ,, d V) -, N � ^ W cc: Ln 00 o M 0 OL r-4 'I- J a M 0 l fu Z U pO O Lu i 00 M 12� n O a) ro Ln H --I O ao ¢ E d J r d Q N Q U JtD O LJ Q ko IT N 0.. 0 LiL W N F -- w V) LLj Q J z z H P3 x '-L-' U U U L L o�z Q _'' Ul) N J O W co LU LU M W LU Z O F_ w j w LU 00 iC) `Q Ln zLU LLjUj '0LU kdk NUMBEF 1014.0 z J O O * -1 U_ 00 O ' o e 1 5.2. '4 CLG. @ GARAGE TY�F 7 5.2.8 -------- -- - TOP OF ROOF -------- — -- — -- � � FLASHING I � �ELI ROOFING PER J CONTRACT, Typ. FRONT E LE SCALE: 1/4" = 1'-0" w W-11 VATION RIGHT FELE SCALE: 1/4" = 1'-0" SH VATION I � F_= � II COASTAL V I F\ll'l W � FINISH FLOOR 7 2. M. O 1 ELEVATION NOTES PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR 1' DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED OTHERWISE FOAM APPLICATIONS FINISHES SHALL BE ACCORDING 2' TO EACH ELEVATION__ _ "CORAL -LIGHT" OR EQUAL PRE -FINISHED FOAM APPLICATIONS SHALL BE INSTALLED AS PER 3' MANUFACTURER SPECS. U.N.O. PRE -CAST STONE APPLICATIONS, SHALL BE 'STONE 4. CAST' FROM FOAM FACTORY INC. OR EQUAL, AND INSTALLED AS PER MANUFACTURER SPECS. TRIM WORK FINISHES SHALL WRAP ALL OPENINGS 5. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE OPENING METAL WORK IN INTERIOR AND EXTERIOR RAILINGS 6. AND APPLICATIONS TO BE FAUX WROUGHT IRON ALUMINUM _ _ _ THE BUILDER SHOU_LD NOT INTERPRET THE DRAWINGS, 7. ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER THE BUILDER SHALL -BE RESPONSIBLE TO SET A MEETING WITH THE SUB -CONTRACTOR / MANUFACTURER AND 8. THE ARCHITECT/DESIGNER IN WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND APPROVED PRIOR TO INSTALLATION ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING 9' HEIGHT OF COACH LIGHTS WITH TOLL BROTHERS P.M. ADDITIONAL ELEVATION NOTES: 1- PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" HEEL 2- ALL HIPS TO BE MANUFACTURED WITH A 1 1/2" OFFSET AT CORNERS 3- ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN ADDITIONAL 1/2" DROP ROOFING PER CONTRACT, TYP. rW V Q cc W U U COASTAL M ROVIDE RIDGE VENTS, TOLL BROTHERS P.N '0 VERIFY LOCATIONS M FINISH FLOOR ASPHALT SHINGLE ROOFING ILLJ TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. May 4, 2018 FI' �}R ♦ F � d d d R 9673 , BRED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W o rn LU o rn _j00 00 Z� W ,, d V) -, N � ^ W cc: Ln 00 o M 0 OL r-4 'I- J a M 0 l fu Z U pO O Lu i 00 M 12� n O a) ro Ln H --I O ao ¢ E d J r d Q N Q U JtD O LJ Q ko IT N 0.. 0 LiL W N F -- w V) LLj Q J z z H P3 x '-L-' U U U L L o�z Q _'' Ul) N J O W co LU LU M W LU Z O F_ w j w LU 00 iC) `Q Ln zLU LLjUj '0LU kdk NUMBEF 1014.0 z LL_ ~o � z z o Q~cn z Lf) LU C) ~ _ oc a � Or-, ;- CD w J LL_ J Q 0 LU ct� a o CD z I wLU Q � ~ co Lu r, 0 = w oo= F- c) LLJ J w Z C) w o woo L = o LU Q � V pf LU 0 U LU O Q LU � o LU >- z = z w F_ Q LU O0 J � z J =Q 0 o �LL. Lij Q d J U o[ m LU O oC V Z ago oo(j) a�� U i w Z Co ~ Z � LUQ �� J o J J � J Q C)LL. LU oh o "' v, o� J o (n Tod 0 oc Boz =mo �ozvi � U) c) a=c~nz LU m m w J E LU C) Z = 0 w If) w 1n b (AJ w _ QU ��>_ CO C 7 oe LU Z p o �zLU z� 2: w cn _�Lu(D �o CO oao LU LUz=o WRz Q¢ � o=z LULn C) w w o � LU Q n w zow� zLU z z � 0 z p cn � �o o z� 0 z - ~ Q Q 0 cn ��WQ LU hoz LU LL. zerow Q w i z=zo U) LUm oz=c~n Q O� LUwopw J Z J L_ J o o l.L- Q U F— o I I I 6 "2. 0 ROOFING PER CONTRACT, TYP. V TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING Lim CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW, May 4, 2018 OF FL •' ani e� j 14� 1 ROOFING PER CONTRACT, TYP. V 4" TRIM @ CORNERS 1 .2.8 (TYP.) REAR ELEVATION SCALE: 1k4" = 1'-0" COASTAL 8 ).2.8 ROOF SLOPE PLAN SLOPE: 6:12 SCALE: 1/8" = 1'-0" ADDITIONAL ELEVATION NOTES: 1- PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" HEEL 2- ALL HIPS TO BE MANUFACTURED WITH A 1 1/2" OFFSET AT CORNERS 3- ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN ADDITIONAL 1/2" DROP ROOFING PER CONTRACT, TYP. COASTAL ROOF VENT CALCULATION F C AREA (TOTAL UNDER ROOF) 3834 DE BY CODE REQUIREMENT 300 MIN. NET FREE VENTILATING 12.7806 AREA REQUIRED NOTE: FBCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO BE CALCULATED AT 1/300 PROVIDED THAT 40-50% OF THE REQUIRED VENTILATION IS PROVIDED BY ROOF VENTILATORS LOCATED 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. 4" TRIM @ CORNERS (TYP.) 3 8 5.2.8 "2.8 a OrAl LEFT ELEVATION SCALE: 1/4" = 1'-0" COASTAL 1 .2. ROVIDE RIDGE VENTS, TOLL BROTHERS P.N '0 VERIFY LOCATIONS coM% �l o�® PMENI ASPHALT SHINGLE ROOFING w Q oc w Z cn 0 U U U LLJQ CQ U z Q TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING Lim CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW, May 4, 2018 4" TRIM @ CORNERS 1 .2.8 (TYP.) REAR ELEVATION SCALE: 1k4" = 1'-0" COASTAL 8 ).2.8 ROOF SLOPE PLAN SLOPE: 6:12 SCALE: 1/8" = 1'-0" ADDITIONAL ELEVATION NOTES: 1- PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" HEEL 2- ALL HIPS TO BE MANUFACTURED WITH A 1 1/2" OFFSET AT CORNERS 3- ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN ADDITIONAL 1/2" DROP ROOFING PER CONTRACT, TYP. COASTAL ROOF VENT CALCULATION F C AREA (TOTAL UNDER ROOF) 3834 DE BY CODE REQUIREMENT 300 MIN. NET FREE VENTILATING 12.7806 AREA REQUIRED NOTE: FBCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO BE CALCULATED AT 1/300 PROVIDED THAT 40-50% OF THE REQUIRED VENTILATION IS PROVIDED BY ROOF VENTILATORS LOCATED 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. 4" TRIM @ CORNERS (TYP.) 3 8 5.2.8 "2.8 a OrAl LEFT ELEVATION SCALE: 1/4" = 1'-0" COASTAL 1 .2. ROVIDE RIDGE VENTS, TOLL BROTHERS P.N '0 VERIFY LOCATIONS coM% �l o�® PMENI ASPHALT SHINGLE ROOFING w Q oc w Z cn 0 U U U LLJQ CQ U z Q TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW, May 4, 2018 OF FL •' ani e� j 14� 1 # t 3 t , '. R 96730 ' . '`` S R�'D ARG Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W p! o M U-1 o rn 00 00 V --a W Q)rn t ru > o O LU L r d �r T_ z L LL i `L _j ¢ o_ " �70o 0 w V) CL 0 ° coo m E0 - Q < J = Q a p N U n Jt.0 o 0 N C- i Z �i LU i.1J LLj LU LLJ Q Q z 9 C) 0 I� Q C LLJ ULU LUU V LU 0 (n 0 cv � J O t I LU LLJw _ _ 3 Ljr). I z Oo lLL_ 'O oC 'z N 0 00 J � LUw LO W D DC LLI cn 1014.0 C1 C) V ru .Q 0 cl m O z w �(D c z z QC)� zc�nw 0 2::= LU cj:�H cn ,l,0 =) a cic� ck:�zco (D w J U_ C) M O LU CL_ o O z I w Q LU ~ O C w zc:)= o R�: O LU J w Z O w O w O r - Lo z ¢�o ck:� w z U (n Q w ry z ZD (D w>- z = z w � Q � cj'f� LU O0 J � Z J = a 0 o q c J U p[ LU m uf Q O O clQ Vw Co '—' Z M L UQ wL = w CL � Q LU J O J J � J a ooh Ocn� O � O c�Lr) �j LU c:1 O � ioz =mo zoo(D Q w Co U-) m Uj ¢ J oC LU Q M o z = 0 w w� J w Q�Ln>- a � m C9 Cxf w z z CD �zCD UJ z� 2:wcn LU _(DLUC) zLU mqf cecl- LU LU F_ z = o z wc�Q Uj W Q (!) LU O cy�cri�c�n o'azw C) LU aZo= LU z o w LU CD z 2M U_ O O cn z a cn O Q�cn� U W Q LU 2 M z t7 w w z Q w w z w r �U)�LU LU QLU z=zo Lr) CO _U) ¢E0� 0 w M w J Z J LL. O O w Q U H O ROOF PER CONTRACT i i 1'-4" 1X4 FASCIA 2X6 RAFTER 2X6 W/ 3" ROUND VENT @ 24" O.C. STRUCTURAL POST 1X6 BASE W/ QUARTER ROUND EDGE OP i� !i -! BRICK PAVERS --� FOOTING (PER STRUCTURAL) 2" i 0'-0" FINISH SLAB i FRONT & REAR COLUMN DETAIL 5.2 8 SCALE 3/4"=V-0" (5' WINDOW BANDING DETAI �5j.2.12SCALE 3/4"=1'-0" 1X6 HEAD 1X4 CASING 5/4 SILL 1X6 APRON N 2x2 1 1/2" COVE ROOFING PER CONTRACT, ON (2) 7/16" SHEATHING 2X6 W/ 2" ROUND VENT @ 24" O.C. 3/8" CEMENTITIOUS SOFFIT METAL DRIP 1X4 FASCIA 2X6 RAFTER TAIL @ 24" O.C. SIDING PER ELEVATION 2x MOUNTING TRIM USED AT SHAKE & LAP SIDING (6'BRACKET DETAIL 5,28 SCALE 3/4"=1'-0" FLASHING 1X2CAP FIN. LR, 1 X 6ITRIM 1 X B _OCKING CAUL< AS NEEDED (7 TRANSITION DETAIL �21SCALEI-1/2"=1'-0" 4" TRIM @ 0 INT. INSULATION AS REQUIRED FLASHING DETAIL SHEATHING WATER -RESISTIVE BARRIER (2 LAYERS REQUIRED) JOINT FLASHING AS REQUIRED NAIL PER MANUFACTURER SPECIFICATIONS LAP SIDING CONCRETE FOUNDATION SIDING i VA TFITRA 5%" ;4" TRIM t4" WOOD ST COMMUc' DEVELOPMENT 0 PSP` COVED ("8.1 SERVICE CENTER DETAIL ".2.8SCALEI-1/2"=1'-0" 8.1 8.1 A5.2.82 (4'GABLE DETAIL 5.2.8 SCALE 1/2"=1'-0" SHINGLE SIDING 2"x4" 1/2" SHEATHING 4"x4" POST CAP ABOVE. 2"x4" 8.2 SERVICE CENTER DETAIL SCALEI-1/2"=1'-0" 5.2,8 .J M Ln 8 SERVICE CENTER DETAIL 5.2.8 SCALE 112"=V-0" M NZO Ln V11 41-511 V211 5'-0" rW V LL W l� U U U Q LU m U H z Q TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. May 4, 2018 F Ft 0� ' n z , 19 , A AR 967 RED ARG Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W ry o rn LI., o 0)00 � T < 00 < w cV cfI W >c:) a ° L co o < � _j kD LL _u U 46 � Q Q) -0o LUU-)i c ap m U Q E0�~ J CL N � n � � o J Q d N CL L-'- O Z LL_ LnLn :>LLJ ►-� Me CCr- Uj Uj LU Q w � z Q O Q a Q 0 Uj U O as I Y cn U LU 0 LU I '0 LU LU LU Ln i i i i lJ ;Q w io N O 00 � N W C_I Ln jW � 1 of U10 W U �. X U) W SERIAL. NUMBER 1014.0 Q L 0 V A to a �L Q d m 0 z LL � z z O zLf) w OLLJ LU _ a � cx� z `° O W J LL Uj a o o z J WLU Q �> ~ O_ C) ZD W 0 0 = z = � O LU cn J W z Ow0 woo z ¢ o LU 0 ILLj LU Va O w} z = z W � Q � or �- LU O J �za =O cxfO LL QLU d J V � m LU ¢cx� C) z O w Q � re v � W z Co azo � U-) z W W LL =a o>- cc� mQW > J O J J � J a C)LU oh cn 0 O �v F:UnO Wc� LU Ooc9 a O z =m 0 no (D Q= F---4 z W ~' >- co coJ Lu JQ Q Q z = W J W F- CL CO 0C Lu Z o O Z LU z O g W to cnWMz _ U O W Q c- z W LU LU Z W� J Q W Q U) W C) Lir) O cj:� Lf Ln (1) O W W � 7 � LU 0 = Q ::c Z:) U�Lu� zoW� zLU zz� 0 z O cry S��o 0 z W Q Q o U) Lf) a w Q .--� LU LU 0 z LU LL. W Li z w r O LU Q U -j z=zo �z LU Wm oz=U) aUw � W co W z -,U JzJLL. I CD 0 U- Q V H o RADIANT BARRIER PRIVACY WALL It ,x 4 SEE INSL � I CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. May 4, 2018 I `• R 9,6730 lSRED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 C) rn w o V./ OUO) p F- Q 1-- ......_--..--......, -- j i U z .. W E ° o�4t 0 < L -j Ln U Z =Z to LL ........................................... LU V) 0 L C Q7 m w Ln i J EO�`c ......�j,j j . DINING -j GREAT O © N- BEYOND ROM l' \1 PRE-ENGINEERED TRUSSES DESIGNED BY TRUSS MANUFACTURER i — a E li .I : e' 2 c : i : ' 2 ........................:: .... I. � G KITCHEN `.... BEYOND BUILDING SECTION CALE : 1/4" = 1'-0" SEE SHEET A3.N FOR INSULATION SCHEDULE COASTAL B BUILDING A7,82 SCALE: 1/4" = 1'-0" E CTI O N COASTAL FOYER COVERED ENTRY (W V Q W Z cn O l� U U Z U Q W m U H z �i H af TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. May 4, 2018 `• R 9,6730 lSRED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 C) rn w o V./ OUO) p F- Q 1-- -1 ) � a--+ ' U z Ln N W > o ° o�4t 0 < L -j Ln U Z =Z to LL LU V) 0 L C Q7 m w Ln J EO�`c J = ¢ a -j 0 N U -j to O O © N- (D O i a o' LU i U) i i A~ w r� I W Q � z U -j P-11 c) Lin Q a Q > o a ULU c� V LU oO 'O �O Un [V � J O e a i LU co t- W G, � L€ W JZj i ( ( z 0 00 `U f— (D�w �._ I_u ___1 W m Lu i uJ 5-- m LLn Z! yF 1014.0 zLL- �O �z z Qom z cvn,LU p ,--, _ cwnWO ZD Cl- CC: oc z 0° Q w J O LU ci� coo CD z I w Q Lecc o Caw 00= z = � Q�z 0�0 LU Lf) J w Z Ow0 w O E~ oma= Z LU tj 0 w p LU U OLU Q ZD O LUiz = z w � Q � 0 0 O J Z J 2 Q O r— O LL. 0- LLj O a -� U C m Liu O Ln C):� U 2-- < Q C):� a (D U-) Q � LU �LL.m z �zo CLLI LQ LU CD >- coLLJ J O J J � J Q O �W in C) _UO O DC JO ��� cL O� a O z =m0 z�C)z Q w (f) m °° w J C) JQ Q Q Z = w i�: (f)LU(f) J w LU a`) ~ ��m C7 or-, w z zo>� O QzLU zo 2: w cn =(DLUo w zLU z = � z Lf) � Q Q a p Lr)= Z LU O (!) (1) U O w w LU _ Q Q p w cn w Z O w = O LU cr- ZZ Zw O Zpcn (D LU O Q QC)cn LU Q � L o z ww z Q U w w z w O cl U) � LU Q w LL - Lf =Lf) LU Z O L L LLJ =U) F-� QEbLU � LU CO w U J Z J LCL JOOLL- Q U H- O DVERED LANAI i GOURMET DINING ROOM KITCHEN MASTER BEDROOM W.1.C. W.I.C. DIFFUSER LAYOUT SCALE: 1/4" = 1'-0" GREAT ROOM ii i io"Xio" I l AIR JUMPER PANTRY i ---------- COASTAL STUDY FOYER/ TWO CAR GARAGE �l COVERED �J ENTRY DIFFUSER LEGEND ® SUPPLY j RETURN j ® EXHAUST FAN FOR REFERENCE ONLY LU CD oC W V / U U U Q Lw W �1 z F -- Q TO THE BEST OF NY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. May 4, 2018 r FL r (I a � r 't R X730 i Ovan G. 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METER INCANDESCENT FIXTURE- CEILING Mr11 InITCn {� INCANDESCENT FIXTURE - WALL MOUNTED ® RECESSED HIGH HAT $4 2 FT UNDER CABINET FLUOR. FIXTURE �-� 3 FT UNDER CABINET FLUOR. FIXTURE 48 H 4 FT UNDER CABINET FLUOR. FIXTURE ® STRIP LIGHT c:3 12X24 FLUOR. FIXTURE D 12X36 FLUOR. FIXTURE C= 12X48 FLUOR. FIXTURE QQ 24X48 FLUOR. FIXTURE SS EXHAUST FAN Fo EXHAUST FAN W/ LIGHT M ELECTRIC CO. METER G:M• GAS CO. METER SD/CO SMOKE DETECTOR/CARBON MONOXIDE r) CTCr-M D SD ISMOKE DETECTOR A TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING ___-- 1.111.. SINGLE POLE--__ $, 3 WAY SWITCH $4 4 WAY SWITCH DIMMER SWITCH 4 PUSHBUTTON E DISCONNECT SWITCH QQJUNCTION BOX © TV JACK V PHONE JACK - PREWIRE ONLY QQ THERMOSTAT O PHOTOCELL - SOFFIT MOUNT Q PHOTOCELL - WALL MOUNT C; -do ELECTRICAL PANEL sP SPEAKER WIRE FROM TOP OF WALL 4 KEYPAD _ ® CHIME_S EEEEE STRUCTURED PANEL (A.K.A. SMART BOX, COMMUNICATIONS BOX, MEDIA BOX, HOME DIRECTORY) irvr. INTERCOM FOR REFERENCE ONLY A TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. May 4, 2018 fi , 4 h' E , `• AR 967 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W W J o rn rl 00 Q< 00 U4W eft u7 N>% W J CC � > o Q �.... °� p�� o _ U -7kD = Z o W to �70o 0 L C ci Q O 0o ° U-) o EOoo Q J E < � Q a 0 N U J kOJ O Q t.0't N CL p � I e cry LU t w �-- a w w F - x cwn L U 3 QQ/ J -may z w po tea -Q �I C:Q CL ®U Uj U i ; Uw 00 (n SID OC N � i J O e ! e >- w 1 Ica.. w o;' i "2 w LU j c� ca cn N OO 00 lQ U!U ' 1 � W I- - U LU J i�3 W SERIAL NUMBER 1014.0 m O z LL - p z z O zU)L" O `-' -T- LU l - (n Lu 0 =)a� �zG° O w LJ._ J M �O a 3: p z Q w Q >�o o�- ­% p0= z = � w�C) re Ln J W Z Owo w O c I p z Q LU O W F� W = U (n Q 0 z 3�o w } Z = z w m UJ Op J � Z J =a woof o aLUJ U m w O (n oC U Z Q w O poLn Q�LU V i w z CO z C�r, LU U Q = w n O w mQ> JOS J � J Q opt O (n (n o� J O U a p � O� coz =m0 f-- p (n LU z Lri pcnO(7 cc Ln � mmw� J � �aop z = p w �tnLuU-) a LnJ W LU_ QLn i CO u-, LU �O>� O �WU 2:: W (n I"'(DQzO Z W � m in Q W C) LU Q V Z Z = p Z LU -ccJ Q a p = Z LU O oC cri � c` -n Ow z w D � L U g p Q = p w (n w � U_ U) = O zZZLL O CD Ln Ln (D p z w Q a o (n W Q LU pw p Z LU i Z Q (D w LL - z LU c) < - z=zo � � � z w�LU Wm C21 O c/) Q � O W W Co W U J Z J LCL O O w <c U -- 0 TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING EXT - D3 TYPICAL SLIDING GL N.T.S. OPTION - A SEE NOTI WALL SH WITH WEr, L 1 RESISTIVE BARRIER THER RRIER & SECURE WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) CONFORMING TO AAMA 711-07 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY SS DOOR FLASHING DETAIL FLASHING CANT STRIP SIL PLATE NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) CONFORMING TO AAMA 711-07 2. INSTALL SILL FLASHING AS SHOWN ABOVE 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS CONT. DRIP EDGE ACROSS DOOR HI TO DIVERT RAIN WATERPROOFING AT ExT-5 EXTERIOR OPENING R BEAM EXT -6 D3 N.T.S. (EXT'S) � (EXT -1) HEAD FLASHING TIE-IN INSTRUCTIONS: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 2. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 3. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE NOTE: MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING WEATHER RESISTIVE BARRIER TAPE NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE). CONFORMING TO AAMA 771-07 2, REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE. 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. 4. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS. WEATHER RESISTIVE BARRIER - 2 DO NOT FLASH OVER BOTTOM NAILING FLANGE FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING 6 SILL PAN 1 2 FLASHING WINDOWS TO BE INSTALLED PER AAMA 100-07 E�_2 TYPICAL WINDOW FLASHING DETAIL D 3N.T.S. (EXT -2) WALL PER PLAN EXTERIOR DOOR THIS DETAIL ONLY APPLIES AT EXTERIOR DOORS THAT HAVE NO IMMEDIATE OVERHANGS ABOVE THEM AND DOORS THAT HAVE SECOND STORY WALL ABOVE THEM. EXTERIOR DOOR' HEAD DRIP DETAIL N.T.S. (EXT -6) WALL PER PLAN RAIN DRIP REGLET EXTERIOR WINDOW EXTERIOR WINDOW (EXT -7 HEAD DRIP DETAIL D3 N.T.S. (EXT -7) W V) z Q Q z TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. (ASSEMBLED -n WINDOW) m (n z G) 7 � z G) AR 3673 NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE). CONFORMING TO AAMA 771-07 2, REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE. 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. 4. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS. WEATHER RESISTIVE BARRIER - 2 DO NOT FLASH OVER BOTTOM NAILING FLANGE FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING 6 SILL PAN 1 2 FLASHING WINDOWS TO BE INSTALLED PER AAMA 100-07 E�_2 TYPICAL WINDOW FLASHING DETAIL D 3N.T.S. (EXT -2) WALL PER PLAN EXTERIOR DOOR THIS DETAIL ONLY APPLIES AT EXTERIOR DOORS THAT HAVE NO IMMEDIATE OVERHANGS ABOVE THEM AND DOORS THAT HAVE SECOND STORY WALL ABOVE THEM. EXTERIOR DOOR' HEAD DRIP DETAIL N.T.S. (EXT -6) WALL PER PLAN RAIN DRIP REGLET EXTERIOR WINDOW EXTERIOR WINDOW (EXT -7 HEAD DRIP DETAIL D3 N.T.S. (EXT -7) W V) z Q Q z TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. F 7 � AR 3673 s I RED ARG Ova G'.- iiIUIIf nd, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W [� o 0) C) 00 pC� � Ln 0) U z00 LU Z) >, LLi �� �N �; 0 LU . L ' 0 rn -, U Q L � i U U 1 _ Z _ LU Ul a- _c 4 0) -0 o-. � C ca t_L_ 0 0Ln L 00 o i � 0 < . E 1- C Q U N J _ n ko o < k N CD L_ o Z Z f O W ac w LU �I _ UQ w LU LL, LU Z z 77- 2-- 2-- Q __j L,.I LU to 0 LU U i DCi (7 w CV J (n O € W W LS.I W ; cj AII oz5 ( W 0 z M �o �E 0e4/ IJ i Wf, Q of �/� Q �W W co L.L3 77- SERIAL. NUMBER 1014.1 Q 0 V L ru a Q 0 n m O z li 0 �z z Qom zcLn°; Q _ LU C)'�H- �aof oc z `° C) w J LL_ opo ��o z I w Q co LU On oo= o3:o J w Z C) W o wor- in 0 z Q <c tj o LU 0 VLQLU pia_ LnQ mo"' o �a�A w >_ Z = 2'- Uj �Q� 0 LU LL_ooJ H Z J =Q O (D ro gw 00- LU V � m QLU uLno 0 o U, a�LU LU U U_ z azo Cha U w =a mQ> J o J J F J Q ooM, LU Ln C) U-) oC):� J O 01- L U.Jo� oa- a o z LU co �LUoL`n aw nz mmw� J 2E � JQ 0 Q z = Q w � Ln J �= LU Q�cn>- �C]r'm C7 oc w z z p 0 Qz2 zo LU cnLU (ozo >��o moccl-z oQLUo z z = o z w��a a o = z LU Ln O oc U cn C) LUo mm:U-i Q p w �cnw� zow2:: z z z � C) C) z U -)o 0 z � � Q c) Lnc,:�,za LU Z LU w ZQ z U Lu LL. o LU �Go QLU z=zo Uj CK =-0� Ln Uj Uj CO w z,V J Z ' U- �ooLL- Q U 1--- o CARIBBEAN CLASSIC RAFTER TAIL LEGEN ROOFING PER CONTRACT: ON (2) 7/16" SHEATHING (CONTRACTOR TO PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 2X6W/2 DIA. ROUND VENT @ 24" O.C. nu wt -11 0 1 . MOIR I 2X6 RAFTER TAIL110, @ 24" O.C. 3/8„ 1.4.. CEMENTITIOUS OVERHANG ` SOFFIT FINISH MATERIAL PER ELEVATION— EXTERIOR LEVATION— EXTERIOR SHEATHING TO--\ BE FLUSH WITH THE EDGE OF THE FOUNDATION, 1/4" GAP BETWEEN FOUNDATION AND SHEATHING WATER RESISTANT BARRIER - (2 LAYERS REQUIRED) POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM FLASHING ---------- Q Uj _j J U M SEE PLAN �// OASTAL CEILING INSULATION (SEE ENERGY CALCS.) 1/2'IGID GYP. BD. — DBL. 2x SYP. WD. TOP LATE 2x SYP. #2 WD. STUDS @ 16" O.C., TYP, WALL, INSULATION (SEE ENERGY CALCS) 2x S P. #2 WD. HEADER -SEE SCHEDULE SCHEDULJED WINDOW (SEE FLOOR PLAN) 1/2" GYPSUM WALLBOARD ON STUDS W WALL INSULATION (SEE ENE kGY CALCS) 2x SYP. 2 WD. STUDS @ 16" 0. ., TYP. 2x P.T. SILL PLATE CONNEC1 WALL TO FOUNDATION PER FRAN ING DETAILS PROVIDE CONT. METALTERMITE SHIELDNDER SILL PLATE FINISHE BASE MOULDING ROOFING PER CONTRACT: ON (2) 7/16" SHEATHING (CONTRACTOR TO PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 2X6W/2"DIA. ROUND VENT @ 24" O.C. METAL DRIP EDGE 1X4 FASCIA 2X6 RAFTER TAIL @ 24" O.C. 3/8" 1._4.. CEMENTITIOUS OVERHANG SOFFIT Y FINISH MATERIAL PER ELEVATION— EXTERIOR LEVATION— EXTERIOR STRUCTURAL SHEATHING AS REQUIRED BY FRAMING DETAILS 2x SILL PLATE WATER RESISTANT BARRIER— (2 LAYERS REQUIRED) POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM 2x RIBBON FASTENED TO FLOOR TRUSSES PER TRUSS ENGINEER WAINSCOT/TRANSITION 2x RIBBON FASTENED TO FLOOR TRUSSES PER TRUSS ENGINEER PRE-ENGINEERED WOOD FLOOR TRUSSES (VERIFY W/ TRUSS ENGINEER FOR TRUSS LAYOUT) - DBL. 2x SYP. WD. TOP PLATE SCHEDULED WINDOW (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT WITH FBC-R EXTERIOR SHEATHING TO----\ BE FLUSH WITH THE EDGE OF THE FOUNDATION, 1/4" GAP BETWEEN FOUNDATION AND SHEATHING WATER RESISTANT BARRIER - (2 LAYERS REQUIRED) POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM FLASHING MAIN FIN. FLOOR -0'- '0 THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BWLDING ELEV @ 0 AS OF DATE OF CERTIFICATION BELOW. 4 v OF FLo�? W af o LU O O _ _ 4" CONC SLAB W/ VAP d.. e DR BARRIER cp d - - REFER T STRUCTURAL w - DRAWIN33S FOR , - COARSE COUNT &, FOOTIN 11-11 SIZE AR 967 • — (PROVI ED BY ' — OTHERS 'CA% EXTERIOR WALL �JT 3 SECTION WITH WINDOW ASCD �D7) SCALE: 3/4" = 1'-0" SEE —PLAN I f �rar r " rr �— CEILING INSULATION (SEE ENERGY CALCS.) 1/2" RIGID GYP. BD. DBL. 2x SYP. WD. TOP PLATE 2x SYP. #2 WD. STUDS @ 16" O.C., TYP, WALL INSULATION (SEE ENERGY CALCS.) 2x SYP. #2 WD. HEADER -SEE SCHEDULE SCHEDULED WINDOW (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT W/ FBC-R 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. WALL INSULATION (SEE ENERGY CALCS) CONNECT WALL PER FRAMING DETAILS FINISHED BASE MOULDING 3/4" GYPCRETE (OPTIONAL) 3/4" THK. T&G SUBFLOOR TOP OF FLOOR TRUSS U) LLJ cl> BATT INSULATION REQUIRED AT GARAGE (SEE ENERGY CALCS) 1/2" RIGID GYP. BOARD 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) HEADER , SEE FRAMING PLAN FOR SIZE AND DEPTH SCHEDULED WINDOW (SEE FLOOR PLAN) 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. 2x P.T. SILL PLATE CONNECT WALL TO FOUNDATION PER FRAMING DETAILS PROVIDE CONT. METAL TERMITE SHIELD UNDER SILL PLATE FINISHED BASE MOULDING MAIN FIN. FLOOR ELEV @ -0'- _0" <a a i 4" CONC SLAB W/ VAPOR BARRIER REFER TO STRUCTURAL DRAWINGS FOR 41 I- COARSE COUNT & • � • FOOTING SIZE a — (PROVIDED BY OTHERS) TWO-STORY WALL SECTION SCALE: 3/4" = 1'-0" ROOFING PER CONTRACT. (CONTRACTOR TO - PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 PRE-ENGINEERED WD TRUSS, 24" O.C. INSULATION BLOCK 2X4 SUBFASCIAL METAL DRIP EDGE w� 1X6 FASCIA; VENTED SOFFIT W/3" DIAM. VENTS @ 48"- 0. C., TYP. FINISH MATERIAL---- PER ATERIALPER ELEVATION REFER TO ELEV. FOR VERHANG EXTERIOR SHEATHING TO--\ BE FLUSH WITH THE EDGE OF THE FOUNDATION, 1/4" GAP BETWEEN FOUNDATION AND SHEATHING WATER RESISTANT BARRIER - (2 LAYERS REQUIRED) POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM FLASHING Uj LU O U U z o 60 w J U M SEE PLAN I CEILING INSULATION (SEE ENERGY CALCS.) 1/2" RIGID GYP. BD. DBL. 2x SYP. WD. TOP PLATE 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. WALL INSULATION (SEE ENERGY CALCS.) 2x SYP. #2 WD. HEADER -SEE SCHEDULE SCHEDULED WINDOW (SEE FLOOR PLAN) 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. 2x P.T. SILL PLATE CONNECT WALL TO FOUNDATION PER FRAMING DETAILS PROVIDE CONT. METAL TERMITE SHIELD UNDER SILL PLATE FINISHED BASE MOULDING MAIN FIN. FLOOR ELEV @ -0'- _0" A A a i 4" CONC SLAB W/ VAPOR BARRIER - REFER TO STRUCTURAL = DRAWINGS FOR COARSE COUNT & 4 FOOTING SIZE • d — (PROVIDED BY OTHERS) EXTERIOR WALL SECTION WITH WINDOW SCALE: 3/4" = 1'-0" ROOFING PER CONTRACT. (CONTRACTOR TO - PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 PRE-ENGINEERED WD TRUSS, 24" O.C. INSULATION BLOCK 2X4 SUBFASCIA METAL DRIP EDGE 1X6 FASCIA VENTED SOFFIT W/3" DIAM. VENTS @ 48"- 0. C., TYP. FINISH MATERIAL-` PER ELEVATION REFER TO ELEV. FOR EXTERIOR STRUCTURAL SHEATHING AS REQUIRED BY FRAMING DETAILS 2x SILL PLATE WATER RESISTANT BARRIER— (2 LAYERS REQUIRED) POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM 2x RIBBON FASTENED TO FLOOR TRUSSES PER TRUSS ENGINEER WAINSCOT/TRANSITION 2x RIBBON FASTENED, TO FLOOR TRUSSES PER TRUSS ENGINEER PRE-ENGINEERED WOOD FLOOR TRUSSES (VERIFY W/ TRUSS ENGINEER FOR TRUSS LAYOUT) - DBL. 2x SYP. WD. TOP PLATE SCHEDULED WINDOW (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT WITH FBC-R -� EXTERIOR SHEATHING TO---\ BE FLUSH WITH THE EDGE OF THE FOUNDATION, 1/4" GAP BETWEEN FOUNDATION AND SHEATHING WATER RESISTANT BARRIER - (2 LAYERS REQUIRED) POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM FLASHING M MAIN FIN. FLOOR ELEV @ -0'- _0 ` SEE PLAN I CEILING INSULATION (SEE ENERGY CALCS.) 1/2" RIGID GYP. BD. DBL. 2x SYP. WD. TOP PLATE 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. WALL INSULATION (SEE ENERGY CALCS) 2x SYP. #2 WD. HEADER -SEE SCHEDULE -SCHEDULED WINDOW (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT W/ FBC-R -2x SYP. #2 WD. STUDS @ 16" O.C., TYP. -WALL INSULATION (SEE ENERGY CALCS) -CONNECT WALL PER FRAMING DETAILS -FINISHED BASE MOULDING -3/411 GYPCRETE (OPTIONAL) -3/4 THK. T&G SUBFLOOR TOP OF FLOOR TRUSS LLJ cl > BATT INSULATION REQUIRED AT GARAGE (SEE ENERGY CALCS) 1/2" RIGID GYP. BOARD 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) HEADER, SEE FRAMING PLAN FOR SIZE AND DEPTH SCHEDULED WINDOW (SEE FLOOR PLAN) 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. 2x P.T. SILL PLATE CONNECT WALL TO FOUNDATION Q PER FRAMING DETAILS PROVIDE CONT. METAL TERMITE z SHIELD UNDER SILL PLATE FINISHED BASE MOULDING 4" CONC SLAB W/ VAPOR BARRIER 3 _ REFER TO STRUCTURAL = DRAWINGS FOR a - COARSE COUNT & 4 FOOTING SIZE — —0 <� _ (PROVIDED BY — OTHERS) TWO-STORY WALL SECTION SCALE: 3/4" = 1'-0" Q z '0 THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BWLDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. v OF FLo�? ekG ons , , 4 L F f t T � AR 967 ' 'CA% �JT ASCD OvanG. 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U) O C) O � Q 0 z H a w Q z � LLJ LU w w 2 -- LU U_ Z w 0 ' Q11J�� UjHUH oz=� C) LUFes- wpwmw jz I w O O w < V H O NOTE: BRACKETS REQUIRED IF COUNTERTOP CANTILEVERS MORE THAN 10" COUNTERTOPS OUTLET BOX CENTER SIDEWAYS IN BACKSPLASH 2X4 HALF WALL CABINET INT -1 . KITCHEN HALF WALL DETAIL D$) SCALE: 1/2" = 1'-0" (INT -1) TOLL APPROVED TILE BACKER (REFER TO CONTRA7 SPECIFICATIONS) WALL TILE 2X BLOCKING BETWEEN STUDS (3 WALLS) VINYL LINER (3 WALLS) EXTENDED 5" UP WALLS 100% SILICONE SEALANT BETWEEN TILE BACKER AND WET BED FLOOR TILE 2-2X4 THRESHOLD /X FLOODSTOP J. ADJUSTABLE GAUGE COAT WETBED SHOWER DRAIN LINER SET IN SEALANT @ 2" SHOWER DRAIN FLANGE OVER ROOFING FELT NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL BE USED IN LIEU OF CERA 1IC WHEN MARBLE/ MARBLE TILE OPTIONS AR SELECTED. INT -4 SHOWER & CURB ON FRAMED FLOOR D$ SCALE: 3/4" = 1'-0" (INT -4) SET MIRROR 3" FROM END OFF BACK SPLASH MIRROR=VANITY -5" 36" HIGH X (VANITY -5") MIRROR CIS SET MIRROR 3" FROM INSIDE CORNER M U 0 or -V DRYER VENT (TYPICAL) o oc Q _ r_1 CO GAS PIPE (TYPICAL) rn LU GAS DRYER ONLY "' a 1/4" MIRROR 1/2" RECESS DRYER VENT BOX - FOR MIRROR ATTACH PER MFR. El INSTRUCTIONS 2" MIRROR TRIM P.T. SILL PLATE (IF SLAB ON GRADE) VANITY MIRROR INSTALLATION INSTRUCTIONS: 1. MIR�OR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. 2. ATBATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE CORNER. (MIRROR TRIM WILL NOT BE INSTALLED AT INSIDE CORNERS.) 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 1 Z" +/- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. INT -2 MATER BATH MIRROR WOOD TRIM DETAIL P8 SCALE 1/2" = 1'-0" z O O J LL 0 H U, U_ W REFER TO FLOOR PLAN, VARIES BY MODEL LU TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT COR O X m r' y k FLO( w N R 9£73 r 211 S 2p_ ARG Ovan nd, AIA AR 96399 PLAN NOTE: EXACT SIZE AND SHAPE VAIRES BY MODEL AS WELL AS PLUMBING ACCESORIES. REFER TO ARCHITECTURAL PLANS BY MODEL. NER SHELF )R TILE d HOWER DRAIN Q 00 TILE AT DOOR Q THRESHOLDUj (INT -1) (1) CERAMIC CORNER SHELF AT 48" A.F.F. WALL TILE SHOWER ELEVATION INT -5 STANDARD SHOWER SHELF LOCATION �8i SCALE: 1/2" = 1'-0" (INT -5) J� DRYER VENT (TYPICAL) 1 � . ,......� ---CAL) R ONLY WITH PEDESTAL NOTE: I. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, BOTTOM, OR REAR VENT LOCATIONS. 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM LENGTHS PER MANUFACTURER'S SPECIFICATIONS. RYER VENT BOX- TTACH PER MFR. VSTRUCTIONS T. SILL PLATE IF SLAB ON GRADE) INT -3 DRYER VENT BOX FOR DRYER ONLY PD 8 SCALE: 1/2" = 1'-0" TILE OR STONE ON 1/2" HARDI BACKER BOARD OVER 4" EXT. PLYWOOD ON 2X4 FRAMING. VARIES - SEE PLANS 1 ROW OF TILE 2X4 @ 16" O.C. ROP IN TUB 2X4 TO BE P.T. WHEN IN CONTACT W/ CONC. x N SUPPORT UNDER TUB AS REQ. BY MANUFACTURER'S. FR-33�DROP IN TUB DETAIL PD 8 � SCALE: 3/4" = 1'-0" (FR -33) END POST TIED INTO FLOOR JOIST BELOW EXTEND TO BOTTOM OF FLOOR JOISTS. - END POST TO PENETRATE — SUBFLOOR. FACE NAIL END POST TO BLOCKING. 2x BLOCKING BETWEEN FLOOR TRUSS AGAINST END POST. SUB FLOOR. FLOOR TRUSS. (INT -3) COMPARE MANUFACTURER'S DIM OF TUB & PUMP LOCATION 2X4 LEDGER 2X4 CRIPPLES (FR -34 HALF WALL TIE-IN DETAIL $ N.T.S. (FR -34) Q z z F— Uj M z Q &N M TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. � �L�''4 X X r' y k N N R 9£73 r + 2p_ ARG Ovan nd, AIA AR 96399 VARIES - SEE PLANS 1 ROW OF TILE 2X4 @ 16" O.C. ROP IN TUB 2X4 TO BE P.T. WHEN IN CONTACT W/ CONC. x N SUPPORT UNDER TUB AS REQ. BY MANUFACTURER'S. FR-33�DROP IN TUB DETAIL PD 8 � SCALE: 3/4" = 1'-0" (FR -33) END POST TIED INTO FLOOR JOIST BELOW EXTEND TO BOTTOM OF FLOOR JOISTS. - END POST TO PENETRATE — SUBFLOOR. FACE NAIL END POST TO BLOCKING. 2x BLOCKING BETWEEN FLOOR TRUSS AGAINST END POST. SUB FLOOR. FLOOR TRUSS. (INT -3) COMPARE MANUFACTURER'S DIM OF TUB & PUMP LOCATION 2X4 LEDGER 2X4 CRIPPLES (FR -34 HALF WALL TIE-IN DETAIL $ N.T.S. (FR -34) Q z z F— Uj M z Q &N M TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. � �L�''4 x r' y `. R 9£73 r 2p_ ARG Ovan nd, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W of o rn w o m r_4 co 0F-- a) u7 U d < W `� �' N �.f W cr rn > '� p tZ C? J Q � O v i Z = z L � �_c <z°�-a� � �, a o c �y LL ®fl 00 Fo 0 - <- < J = Q cL p N U J _j __jILDO qT < ko o ® 0, �- N oU_ z o � z o z o LU w UJ < w Uj pro. Q D 0 z LU z U_ 01- W J � k LU.,_ k m V J W D oz5 W H O z 00 af 0 z F¢— Cn SRA. NUMBER 1014.1