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1703 ATLANTIC BEACH DR - ARCH. DRAWINGSci Ej0 U 03 a� .L O Z IJ_ H o O z z ® z w 0 LU a m oC z o LU J I w � OO a— z =Q >�cao oo= z x i- nR;:o LSV) oWo w O 0 C Q z �=o v (f) Q LU o w�-z �QLLj 0 LU =0 ��o �LL. C:) C JLU U p[ m ca ¢LU Uo 0o n Q LU af c C LL. m z �C:)LUQ a mQ> J J J � J Q Oin W (n ) Ce � d o �b ao� o� ce a o z LU a_ �iizo� < LU m m W J � ED Q D Ln W JLU U LJJ T CO zo>� 0 o z z o (DLo WE m oc a z oao � In = o z ww¢� U -)z �Q0z C) w w o a=o= U� cn LU zoW� zzz� 0 0 U) z C1. U) C:) o� a o cn Ln LU LU LU C) LU LL. Q z LU a aLU u� z Ly ®ziU) viooF� C,)� ou,cc U Ja--. J o o U ZC U 1- o SQUARE FOOTAGE NOTES ABBREVIATION LIST S. F. Abbrev. Description Abbrev. Description Abbrev. Description # NUMBER & ANDFRT. F.P. }FIREPLACE FRONT - PT. LD. POINT LOAD PEND. POWDER EQUAL�._ FT. FEET 577 PLW. PLYWOOD @ AT FTG. FOOTING ___ DRAWING # A/C AIR CONDITIONING ABV. ABOVE F.O.M. FACE OF MASONRY _ R RISER RA RETURN AIR BIW _ GALLON ( RAD. RADIUS ADJ. ADJUSTABLE GAL A5.3.82 EXTERIOR ELEVATION DETAILS 72328 A.F. ABOVE FLOOR G.A. GAUGE A.F.F. ABOVE FINISHED FLOOR GD_ GARAGE DOOR �T REF. REFRIGERATOR REINF. REINFORCING AHU AIR HANDLING UNIT GFI GROUND FAULT INTERRUPTER 0 0 RM. ROOM ALT. ALTERNATE ALUM. ALUMINUM_ GL GLASS G.W.B. GYPSUM WALL BOARD R.O. ROUGH OPENING RQD. REQUIRED" B.B.Q. BARBECUE _ H HIGH R & SH -.ROD & SHELF R.W.C. RAIN WATER CHANNEL BD. BOARD _ HB HOSE BIBB _ B.F.F. BELOW FINISHED FLOOR HD %,HDR. HEADER BOTT� BOTTOM HGT. / HT.'HEIGHT SF / SQ 7 SQUARE FEE_ T SGL SINGLE BR. BRICK BKFST. BREAKFAST _HORIZ. 1HORIZONTAL _..� � _ INSUL INSULATION SHAKE SIDING SHT SHEET_ SH SHELF_ SHWR. SHOWER CALC. jCALCULATIONS INT. INTERIOR ABBR. FULL NAME SL. SLIDER C.J. CONTROL JOINT CL CENTER LINE I.L.O. SIN LIEU OF SPECS SPECIFICATIONS i S.P.F. SPRUCE PINE FIR CLG CEILING KS j SPACE SPRG. PT. SPRING POINT CMU CONCRETE MASONRY -KNEE UNIT INTERIOR WALL STD. STANDARD C.O. CLEAN OUT L LONG epi STL. STEEL COL. COLUMN LAV LAVATORY 18 S OR. STORAGE COMP. COMPRESSOR CONC. CONCRETE LDRY SUNDRY LIN LINEN CMU MASONRY WALL T TOP --_--_ EARTH ® 21 CONT. CONTINUOUS _ LT LAUNDRY TUB mm INSULATION DECORATIVE STONE T&G TONGUE & GROOVE TEMP TEMPERED DB. DOOR BELL M.B. MASTER BATH_ MSN. MISSION THK THICK DBL. DOUBLE _ MAX MAXIMUM lul J T.O. TOP OF DR. & SH. DOUBLE ROD & SHELF M.C. MEDICINE CABINET T.O.B.B. TOP OF BOND BEAM DECO. DECORATIVE DET. DETAIL MFR. (MANUFACTURER MIL. MILLIMETER SINGLE FAMILY RESIDENCE; TR. TREAD TRAN. TRANSOM DIAMETER MIN. MINIMUM BUILDING TYPE: TYP. TYPICAL _DIA. DIM. DIMENSION DN _.W._. __... MIRR. MIRROR NG MLDG. MOLDING DI �..____. RISK CATEGORY' UC UNDER COUNTER DR. DOOR M.P.H. MILES PER HOUR WIND DESIGN BASED ON: UNLESS NOTED U.N.O. OTHERWISE DS. DOWNSPOUT MT METAL THRESHOLD ITV, ITALIAN VILLA 3 D.S.S. DENSE SELECT STRUCTURE��_______�_ (2017) RESIDENTIAL V B VAPOR BARRIER V.B. DW DISHWASHER DWG. DRAWING N.T.S. NOT TO SCALE _ -(2017) MECHANICAL VERT VERTICAL V.T.R. VENT THROUGH ROOF 101 MPH O.A. OVERALL (2017) PLUMBING EXPOSURE: m E EGRESS _ O.C. ON CENTER W WIDE E E EACH END E.W. EACH WAY _ 0. H. OVERHEAD 0_PT. OPTION(AL) OPENING FOR WINDOWS/DOORS, SEE FLOOR X W/ WITH W.C. WATER CLOSET WD. WOOD EL. ELEVATION OPNG. F.B.C. 6TH EDITION WDW. WINDOW�_��_ ELEC. ELECTRICAL OSBORIENTED STRAND BOARD SINK N.F.P.A. 101 2014 W.I.C. WALK-IN CLOSET ENCL. ENCLOSURE ENG ENGINEERED PED. P_EDISTAL �POLY POLYVINYL AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED WP GFI WATERPROOFGFI EQUIP EQUIPMENT _ ' P.S.F. POUNDS PER SQUARE W.W.M. WELDED WIRE MESH EXT. EXTERIOR AFOOT_.__ P.S.I. POUNDS PER SQUARE INCH W W.F. WELDED WIRE FABRIC FIN.FLR. FINISH FLOOR PSL EPARELLEL STRAND LUMBER_ r� FLR. FLOOR P.R. POWDER ROOM__ FND. FOUNDATION P.T. ;PRESSURE TREATED SQUARE FOOTAGE NOTES GRAPHICS LEGEND S. F. FIRST FLOOR PARTIAL SECTION SECOND FLOOR 1581 NTERIOR ELEVATION— 3,248 SQ. FT. COVERED ENTRY - DETAIL # ' 301 DETAIL # 577 BALCONY DRAWING # TOTAL ___ DRAWING # _ - - BIW Javier ( DETAIL # DETAIL # Sang-Yub Lee, PE A5.3.82 EXTERIOR ELEVATION DETAILS 72328 DRAWING # / -- DRAWING # DIFFU ER LAY U T 0 0 M1.82 'FIRST FLOOR DIFFUSER LAYOUT Li.€ CEILING HEIGHT CHANGE ELE AL LAYOUT +' o _TRI E -15a2 FIRST FLOOR ELECTRICAL LAYOUT CENTER LINE SPANISH TILE TAN�iARD N TE DETAIL _j ELEVATION MARKER D7 STANDARD NOTES & DETAILS SHAKE SIDING D8 (STANDARD NOTES& DETAILS SLAB RECESS ABBR. FULL NAME ® SIDING 03 FRAME BEARING WALL BRICK 0 08 INTERIOR WALL 09 STUCCO FINISH epi 10 (NON-BEARING) 18 MED, MEDITERRANEAN ® 19 CMU MASONRY WALL H --_--_ EARTH ® 21 GABLE END WALL INSULATION DECORATIVE STONE ® FRAMED KNEEWALL- MSN. MISSION 0 30 DROPPED SOFFIT lul J 31 PRE -CAST LINTEL/ HEADER DESIGN CRITERIA TWO STORY: FIRST FLOOR - FRAME SINGLE FAMILY RESIDENCE; GROUP R3 SECOND FLOOR - FRAME BUILDING TYPE: V - B 40 _VIE. ._ .__.._..� VIENNA RISK CATEGORY' II___ DESIGN BASED ON FLORIDA BUILDING CODE WIND DESIGN BASED ON: ASCE 7-10 6TH EDITION (2017) 46 ITV, ITALIAN VILLA 3 F.B.C. 6TH EDITIO (2017) RESIDENTIAL ULTIMATE DESIGN WIND SPEED = 130 MPH F.B.C. 6TH EDITION -(2017) MECHANICAL NOMINAL DESIGN WIND SPED = 101 MPH F.B.C. 6TH EDITIO (2017) PLUMBING EXPOSURE: B . CONSERVATION_ +.18/-.18 VIE. PRESSURE COEF. F.B.C. 6TH EDITIO (2017) FUEL GAS FOR WINDOWS/DOORS, SEE FLOOR X (2017) ACCESSIBILITY rry PLAN FOR ACTUAL PRESSURES: F.B.C. 6TH EDITION NATIONAL ELECTRIC CODE (2014) (NFPAT70) FEMA RULES & REGULATIONS N.F.P.A. 101 2014 L ASCE 7-10: MINIMUM DESIGN LOADS THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID SQUARE FOOTAGE NOTES AREA CALCULATIONS S. F. FIRST FLOOR 1767 SECOND FLOOR 1581 TOTAL LIVING AREA 3,248 SQ. FT. COVERED ENTRY 64 COVERED LANAI ' 301 GARAGE(s) 577 BALCONY 68 TOTAL 41258 SQ. FT. 0 LIST OF DRAWINGS CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. COASTAL ELEVATION June 5, 2018 C1 COVER SHEET - Index of Drawings OF FLO GN1 GENERAL NOTES F UNDATION PLAN o „ Sd/� A1.82 IFOUNDATION PLAN � A1.N FOUNDATION PLAN, NOTES, SCHEDULES, & DETAILS FLOORPLAN ADZ 9�„+yggy�a67ry� F`g A2.82 � FIRST FLOOR PLAN A3.82 SECOND FLOOR PLAN Ovan G. Drummond, AIA A3.N FLOOR PLAN NOTES, SCHEDULES, & DETAILS AR 96399 EXTERIOR ELEVATION A5.82 FRONT & SIDE ELEVATIONS Javier A5.1.82 REAR & SIDE ELEVATION, & ROOF SLOPE PLAN A5.2.82 EXTERIOR ELEVATION DETAILS Sang-Yub Lee, PE A5.3.82 EXTERIOR ELEVATION DETAILS 72328 BUILiN E TION � A7.82 BUILDING SECTIONS DIFFU ER LAY U T 0 0 M1.82 'FIRST FLOOR DIFFUSER LAYOUT Li.€ M2.82 ISECOND FLOOR DIFUSSER LAYOUT ELE AL LAYOUT +' o _TRI E -15a2 FIRST FLOOR ELECTRICAL LAYOUT E2.82SECOND FLOOR ELECTRICAL LAYOUT cy' > TAN�iARD N TE DETAIL _j CD3 STANDARD NOTES & DETAILS D7 STANDARD NOTES & DETAILS vO D8 (STANDARD NOTES& DETAILS HOUSE ELEVATION ABBREVIATIONS ABBR. FULL NAME ELEV. CODE MAN. MANOR 03 WIL. a WILLIAMSBURG07 PRO. PROVINCIAL �.�........ 08 CHA,_CHATEAU 09 VER, _ VERSAILLES epi 10 CLA. CLASSIC 18 MED, MEDITERRANEAN 19 TRA. TRADITIONAL H 20 COU. COUNTRY MANOR i 21 HER. HERITAGE 22 CMN. CI_MMARON 28 MSN. MISSION <D 30 CFT, CRAFTSMAN lul J 31 SCL, SPANISH COLONIAL 32 BOR. BORDEAUX 33 BRO. BROUGHAM UJ 39 REN. RENAISSANCE 40 _VIE. ._ .__.._..� VIENNA 41 TUS TUSCAN 44 CLS. CALAIS Q O 46 ITV, ITALIAN VILLA 3 58 PALM BEACH N 80 _PBC_. CRB. CARIBBEAN Q 81 CST. COASTAL I N ; oI I N 82 z U Q LU m U H Z Q 0 TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. June 5, 2018 OF FLO S' o „ Sd/� 4 � � i Y$ ADZ 9�„+yggy�a67ry� F`g ro I ED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 0 0 Li.€ 00 +' o V) N cy' > _j .00o QM vO aLU CL _j Lu to w - L coo ca CU Ln E0°0 -, E ate.. U N � epi Q o kp d- N H i <D lul J LU LJJ i UJ O- Q O W U� <D00 3 tt� E N LU Q N ; oI I N LU o tet; o ID LLJ LU C1� %LLIE L CI i i i i h Iw Uj r� LU I j : O Uj Uj U rs-111E."RIAL NUMBER 1017.0 am vt %,.4 zw O � z z Q 1-1O z(nw oLU = � � m oc z o w J a � z IwQ >F_3 ® F- =) •-, ®c:) = z x E— o 3: O LU cn O w O w O ®Qz t =LLJO v Ln Q LU a CX�LU O U-1 z z =Qw CSC ® ® J =z O O LL_ ® mow' U C),� m � U z Q 0,� � ® O u) Q P--4 w z °o Q w a ED < 1 O __j J Q ®®czn C)a 5 a O F...- � O z = m O ®iio(D Q=(J w mmw� J 2 ® Q wLU (n J w Q�� o- C),f CO c�ar-,wz zooms z LU z o ® w w w >-�Lr-® m oc cl- z o Q w o LU 0 w (D Iz A-9 J w U) LU LU � z _ orf Q U z O p z w l --A in LU = Q = p w w C) O w zzzLU ce° C:) CD cry z a � O O< z w ,_, Q Q0 � CL w Q LU C) ® z w w z 4 z U LU r o w (n � w z=z o cqP�z WI LU crCO ®=U) v7�AF-ZD Q�� ® w Co u-1 U_ Jz—ALL_ �Oou- QC.UF—o GENERAL NOTES 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AN D 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 BALCONIES/DECKS STAIRS ATTIC WITHOUT STORAGE ATTIC WITH STORAGE HABITABLE ATTICS SLEEPING ROOMS CONCRETE CONCRETE UNLESS OTHERWISE INDICATED STRENGTH C:DE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. @ 28 DAYS ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ALL REINFORCING BARS RATED (48/24) ALL STIRRUPS AND TIES POLYPROPYLENE FIBERS FOR SLABS ON GR, CONCRETE ASTM C90-01, STANDARD WEIGHT UNITS, MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS UNITS: DURING CONSTRUCTION 20 PSF (REDUCIBLE) ICATED 40 PSF 40 PSF 40 PSF 10 PSF 20 PSF 30 PSF 30 PSF 3000 PSI ASTM A185 ASTM A615-60 60,000 PSI ASTM A615-60 60,000 PSI >E MINIMUM 1.5 LBS. OF FIBERS PER CUBIC YARD =1500 PSI MORTAR TYPE "S" 1800 PSI ,SONRY INSPECTION IS REQUIRED STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD STEEL: WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 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 GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT GREATER THAN 24" OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. 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 ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND SHOWER ENCLOSURES AND WINDOWS LESS THAN 60" ABOVE STAIR LANDINGS OR TREADS SHALL BE TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2017 FBC 2411.1.2 SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1% 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. 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. WOOD BEAMS, RAFTERS, JOIST, PLATES: U.N.O. NO. 2 SOUTHERN YELLOW PINE (19% M.C.) C:DE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. FRAMING: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB FLOOR SHEATHING: T&G A -C GROUP 1 APA RATED (48/24) GLASS BLOCK WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS VERSA LAM BEAM: Fb = 2900 PSI (2.OE) EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. WOOD COLUMNS: PARALLAM 2.0E U.N.O. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: BUILDING IDENTIFICATION TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH AR 96730 TOP CHORD DEAD LOAD: 10 PSF 20 PSF POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE AR 98560 Sang-Yub Lee, PE PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4" TALL AND 1/2" THICK AND CONTRAST WITH 72328 BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF THEIR BACKGROUND. TOTAL: 40 PSF 50 PSF Uj STUCCO -j � WIND UPLIFT RESISTANCE: 10 PSF 10 PSF ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL 0 LLJ UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD PLYWOOD PANELS. �L LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. a W0® CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. WOOD FLOOR DESIGN LOADS: OUTDOOR KITCHENS TRUSSES: DEAD LOAD: 20 PSF 20 E LIVE LOAD: PSF ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. .jN TOTAL: 60 PSF CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE I'D 0 `o d- FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR GRILLS OR COOKTOPS. FOUNDATION/SITE PREPARATION: 1. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARIN PRESSURE OF 2,500 PSF, FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. 2. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EF ORTS. 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 DESIGN BEARING�CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE Y 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 HALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY TIAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES A D LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NU I t: 1) METHOD OF TREATMENT SHALL BE APPROVED BY TH 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 BUILDI G DEPARTMENT. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT 0 DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. ®nirHnRdrF 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 % INCH AND BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LOH SHALL BE ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. 11 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1Y2" INCHES LONG HAVING A HEAD NOT LESS THAN Y8 INCH IN DIAMETER. MIRRORS MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. H.V.A.C. NOTES 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. ELECTRICAL NOTES 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. 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 SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE) TO NON -SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE PROVIDED W/VISIBLE "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. ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC -FAULT INTERRUPTER PER NEC 210.12 CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY, THE LOCATION OF SERVICE AND SHALL LOCATE METER AND PANEL AS REQUIRED. VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. 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. THERE ARE NO EXCEPTIONS. 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. SHOWER HEAD HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE 7'-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 R703.1.3 AND R616, SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). 0 0 EN TO T -HE 3EST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAYI*NG COMPLIES WITH THE APPLICABLE MINIMUM BUILDING C:DE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. z 8 a 'E �w Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 01-0 o 0) Uj �- -j � Q Ln cV cr > 0 LLJ L - ®M �L a W0® tT L CC) (5 2�> �0qt ...j E U .jN I'D 0 `o d- N CL C) ( 1 1 1 A Lu � Uj LU LU c L IU �.,.•.. 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PAD---= 69'-2" M_____________________ -- COASTAL A A7.82 W tOpMEN� io CODE CV r N I — — — J L _ _— — — — — --— — — — — — — — — — L — — — — — — — — — — — — — — — — — — J F A u Ti P ° q 96673 F � 8 9 ' n 15 -1 PROVIDE GAS LINE Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 MC) - TO COOKTOP Lu o rn o o d V7 N+ -1�` r ' rt / � O Q - PROVIDE GAS L N --;F c M PROVIDE ELECTRICAL I I -j d LU kn -6O O L coo 00 00 w 2L 0j- LINE TO REAR < 511 00 CHASE TO ISLAND Iv I J _, -j I\ %D o ¢ to N CL r 0 0 Uj � I , LU N I LU ME II PIS II I IL_ _J1 I la I\I I L H3 ' Q I0 LL; LU ( U i Ln '-1 N LU O cl1 w € oC N p L --- -- -------- O I Z � cn CD fj 1 LU f i 1 I z , 00 z O r-1 j-----_-_-- 15t_ 7n I L --- ---j E z L----� n U ce- I� LLI R cn TLJ o LUcn 1 5 � NUMBER B 1017.0 � I I � I 01.011 PAVERS J - T.O. PAD. (TYP.) a � � r I I - - - - - - - ----- � LJ Zo 10" PAVERS - F1 - - - - - - - - - - - - --� � 61V 51.611 11.21 - o - - - - o - � - - - - � - - - , ^ - 6'-101 � 1,_2„ - - - � o - - 00 c+7 -611 _M _ 1-1 W (PTYP. NOTE: FIN. FLOOR TO BE 18"MIN. 0_011 T.0 PAD (TYP. OF 4) ABOVE CROWN OF ROAD II 0'-0" Li FINISHED FLOOR I II II I I I I O T-1 � I I� I I I I I ------ ---------------- -------- ------ ---------------- ---------, I .. ate- ti�,:x: „_,,,», ....,,r^:<,•,;,,:., s\\\sa.\vn�x 81.011 J 131.911 o ,-1 n --- -----�611 -16" 9TYP. 1 o 2'-8" 4'-10"------ e - I I I +4N o 1 WATER SLOPE SLAB @_ 6" PLUMBING _----�l oo SOFTENER LOOP 1/8 PER FOOT O O ---------------j� r WALL, TYP. UNO �--I --10"13'-71120 DO1-911 - -----------� M L - - - - LO I-1 I - QP\11i J-L----- - - - - - B� 2'_9/2 121.4" FO U N DAT] SCALE: 1/4" = 1'-0" N PLAN R HB II a II II J II 48" x 48" CONC. PAD---= 69'-2" M_____________________ -- COASTAL A A7.82 W tOpMEN� io TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE NOTE: STEMWALL F=OUNDATION ADDITIONAL NOTES, SCHEDULES, & DETAILS CAN BE FOUND ON THE A1•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. June 5, 2018 F A 8 S Ti P ° q 96673 F � 8 9 b may,+ ED E Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 MC) Lu o rn o o d V7 N+ -1�` r ' rt / � O Q - Q LU L N --;F c M -J - Uj t0 L -j d LU kn -6O O L coo 00 00 w 2L 0j- -' . _tn < J <® N U J _, -j I\ %D o ¢ to N CL r Uj � I , LU I LU ME 1"J I � � H3 ' Q I0 LL; LU ( U i LU1 I N LU cl1 w € oC N p w? O I Z � cn CD fj 1 LU f i 1 I z , 00 z O r-1 E z ce- I� LLI R cn TLJ o LUcn 5 � NUMBER B 1017.0 zU- O �z z < U) O _ �LU � cc� z m ® w J a z I w Q >F=cm — ® � ® O = z = f— ® O LU J w 2-- C) O W O W O Z LU r"N O U LU O C2 aL LU re c O Wz Z = Q w aC -° LU H Z Q O_ LL- LU O a- --3 or, ccl� ® Z Q 0- C) (n Q� LU (j LL. w zm �LU �et LU a- C:) z w ED J O J � J Q O (D C:) O C), U J O W = U Q— O Op[ a O Z LU C.0 Z ® ® Z Qw co m --j M: ®JLU Q 1-4 Z =� w �i w J w _ � :5 U')� <a�CO L7oGwz �ooLjLj -T� LU cn m�L.i ® z (-9 L "J® moc®-z LLJ0 � (D :- U)2J< wU')a � w = LUz Lf) ce-Q(z O ® Z w M = , p w wF- z ® w U0 z z ® O cn z a cn p L®¢�w� ®zag or- w a LU LU ®z LU U - U w U- r r 0 oCLn�® QLU z=zo LU fn LU � c) LU w m w U J z J i J O O U- < Q U �— O FRONT WALL OF GARAGE PROVIDE 11/2" D x 51 1 W RECESS AT GARAGE DOOR PROVIDE 4 1/2" D x 8" W SLAB RECESS BRICK PAVERS RECESS IN SLAB SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS. � CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. INDICATES DOOR OPENING W.W.M. PLACED IN UPPER /3 OF SLAB OR FIBERMESH .EINF. PER PLAN /8" (MIN.) SAWCUT x 1/4 OF LAB THICKNESS SEE OUNDATION PLAN FOR LOCATION 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.N SCALE: 3/811 = 1'-011 9 TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING If CODE ® a June 5, 2018 .4S F.Ftoa. x a R 9673 s RECESS IN SLAB SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS. � CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. INDICATES DOOR OPENING W.W.M. PLACED IN UPPER /3 OF SLAB OR FIBERMESH .EINF. PER PLAN /8" (MIN.) SAWCUT x 1/4 OF LAB THICKNESS SEE OUNDATION PLAN FOR LOCATION 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.N SCALE: 3/811 = 1'-011 9 TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING If CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. June 5, 2018 .4S F.Ftoa. x a R 9673 s Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 93560 Sang-Yub Lee, PE 72328 Uj Of C) M LU o 0) T-4 00 4-1-' ao < cV >® a > 0c) C)) + LU rjd' U i — U- d In -0 CD Uj 00 i Coo 03 � Lr) -i ` EO�° Q O cV U .-, .J n 9.0 0 d' ¢ N CL �M LL- 5 f LU re . - LL i t LU LLJ ( LU LU L O d N LU w 00 , oC N o Z N= w o ca cam¢; LLJ N. LU L y �: i i i� J Q W 66 TU) J LU w O Z 'f ® LU `Z LLJ LU u— = �k BER 1017.0 U_�1 O �z z d cn z0 w LU IY � Lu � m 0 LU J w C 0 a � o 0 w Q >> 0 LU r -n CI O = z=� In CUj > (D W O Q w Q z = O Q� VLU oa Woo a - W = z z 1U �c� CS =ZQ 0 0 ad LL_ C) m <c 0 ®o(f) acc�� U u_ w z ca ~I z z U�LU U)`c_ =a� C:) >- maLU> ®J �-a ®M= (D oC) � ��o LU ®�C) a O z LU zLU U)®z awLn,_, Co zw ca J:F.-_9 W Q ® 0 z=oW 3: U) CS UJ W LU Q�L~ 23 � C) �zLU z� LnwCz _ U Uj o �-zw� oQLU -LUo Ln W J Z v,1 -1J¢ W Q U) (n Z _ Q U -)o O p Z w LU Q Q W �Ulw� z O w zLU cc� zzU_ 0 p cn 1-U)o z z W= C5 Q aozct:� wQ 2: LU LU w z Q Z U LU LL. r �u') � w QW�u =zo Ly ca LU oz=� U;®�- =) Q�� W CO W U JZ J U_ �ooLL- Qua—O FRAME HEADER OUT TO MATCH COLUMN WIDTH CD TYP. M E _A 10 00 co O _ M 1 GAS LINE TO REAR a: _LINE OF SECOND_ i FLOOR ABV LINE OF SECOND FLOOR ABV II N I 1 I 1 I I I I 1 I 1 COVERED LANAI 1 10'-0" CLG. 1 0 q 1 1 I I a 4'-5" 11'-2" N BREAKFAST 60 AREA 10'4" CLG. �.r 69'-2" �I L_ 43'-4" . - - 13'-2" 4'-8" o f iii I 25'-011 I / 10'-10" VVI I V I \{- V V V V• I — — — — — — — — — --- n 8II O 22x36 ATTIC TANKLESS 20'-3" i V-2" 2'-6" 1'-8" 5'-6" 1'-8" 10 -� ------� L- GAS W.H. ------- AR 96730 Javier ! I 6 :: -_�� le;a �O to r _ 0-01, O�l Uj O 00 00 _-®::: _ _ i-- In -- 00 ) O° lI 9'-0" AFF SOFFIT __T PANTRY � 0 _ _ W DBL. _ i �f U d "CIL)v00 L U i!°8 O i ca CABINET GAS COOKTOP OVEN ............. 14'-8" _ ---------- I 16'-011 -I - - __ °O OP < o N U n 1.0 0 d' GOURMET I 1 DINING ROOM 21-011DB _ rn N �I I R KITCHEN �_ rr>- I I_ II o 9-4" 1.011 TO 10 ----------- -- -------- --------- SINK W/ DISP. 10'-0" CLG. i I _. ...1� rnFFr-Qrn ri r- Lu OrLU — — — — — — — -- — — — — — 1 _ 11'-1" 8'-0" 4'-5" 2'-4" 2'-0" 121-0" 2'-011 LJ °O OPENING SEE ELEVATIONS 2X6 WALL, TOP @ -FOR DETAILS 34 1/2" ROUGH T' LINE OF SECOND - - - - 1 T' _ FLOOR ABV. r-- _- ---- O° o .... .:.....:..:.:..:.................:� ......611 1 ,•-1 A7........... - - - - - - - - - - - 31.711 3'-11" 161.011 I 51.211 M 6'-10" 111.21 41.811 `o �- - - - - - - -L- ® I I o0 o A N I uP _ - 1 i_ 11 - MT - - r �—COVERED - - Ln - - A7.82 42" OPEN TAIR RAILING - 20 4 I I I ENTRY W/PICKS S SPACED TO I bor' 10'-0° � I I OP GREAT REJECT A 4" SPHERE, TYP — — \ 20'-4" CLG. - - ROOM - 611 10'4" CLG. ko 18'-10" O� HB 0 10'-1011 13'-6" Ewa 10'-811 21-61V 1.6 ,2 51.811 ,2 BEDROOM 4 10'-0" CLG. 10'-8" 11 i Ejl�l, 14'-0" FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" STO GE �n SLOPE CLG. i It 31-7" / i 6-10" OAK STAIRS O` O 13'-5" CONTINUOUS STUDY HANDRAIL o 10'-0" CLG. MT C MUD ROOM 10'4" CLG. m 71.211 00 _ N jD BATH 2 TEMP. 10'4" CLG. 12'-6" 69'-2" WATER SOFTENER LOOP 13'-11" MT COASTAL I. L_ W I _-1 . - - --- B18" B12" i o f iii I EF. ' PACE ; I - -r - I / �- L— — — — VVI I V I \{- V V V V• I — — — — — — — — — --- n I I I I - I I O 22x36 ATTIC L 4 .-i 20'-3" (r'- --------- -� ------� L- - --------- ------- AR 96730 Javier ! I 6 :: -_�� le;a 72328 0-01, O�l Uj O 00 i-- In -- 00 ) O° lI 9'-0" AFF SOFFIT __T E � 0 i — — — — — — — -- — — — — — 1 _ 11'-1" 8'-0" 4'-5" 2'-4" 2'-0" 121-0" 2'-011 LJ °O OPENING SEE ELEVATIONS 2X6 WALL, TOP @ -FOR DETAILS 34 1/2" ROUGH T' LINE OF SECOND - - - - 1 T' _ FLOOR ABV. r-- _- ---- O° o .... .:.....:..:.:..:.................:� ......611 1 ,•-1 A7........... - - - - - - - - - - - 31.711 3'-11" 161.011 I 51.211 M 6'-10" 111.21 41.811 `o �- - - - - - - -L- ® I I o0 o A N I uP _ - 1 i_ 11 - MT - - r �—COVERED - - Ln - - A7.82 42" OPEN TAIR RAILING - 20 4 I I I ENTRY W/PICKS S SPACED TO I bor' 10'-0° � I I OP GREAT REJECT A 4" SPHERE, TYP — — \ 20'-4" CLG. - - ROOM - 611 10'4" CLG. ko 18'-10" O� HB 0 10'-1011 13'-6" Ewa 10'-811 21-61V 1.6 ,2 51.811 ,2 BEDROOM 4 10'-0" CLG. 10'-8" 11 i Ejl�l, 14'-0" FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" STO GE �n SLOPE CLG. i It 31-7" / i 6-10" OAK STAIRS O` O 13'-5" CONTINUOUS STUDY HANDRAIL o 10'-0" CLG. MT C MUD ROOM 10'4" CLG. m 71.211 00 _ N jD BATH 2 TEMP. 10'4" CLG. 12'-6" 69'-2" WATER SOFTENER LOOP 13'-11" MT COASTAL I. vim. N DDITIONAL NOTES, SCHEDULES, & DETAILS AN BE FOUND ON THE AIN SHEET. W oC LU U Q W m H z Q TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING �o June 5, 2018 TWO CAR GARAGE ,' 1 x 9'-0" CLG. I / V L 22x36 ATTIC ACCESS 20'-3" vim. N DDITIONAL NOTES, SCHEDULES, & DETAILS AN BE FOUND ON THE AIN SHEET. W oC LU U Q W m 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. June 5, 2018 Off` FLO m KK L Y e SD Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 0-01, O�l Uj O 00 i-- In -- 00 ) cc > _4 > 0 LU � 0 i XZ0 U d "CIL)v00 L U i!°8 O i ca 0c) �Lp oo d. < o N U n 1.0 0 d' rn N �I I R U� ,. c Lu OrLU L 5 ' a04 aC �I i� I Q LLg -W U Lu W CD I Y � O �I LLS I W L I -_c_ I 3: N I I i i i i i z 00 10- rx,I c:) � �I i� j �.a LUUj Uj L -I (.) LL. _- ZD (� r Z LL '--' 0 0 z =0 0U) cjr Ly�LU m C:) LU c) w O a. z 0 w Q � o oo= M = F- o�o LU p[ Cn J w z O > o Ly LU o Q ED< z =o VLU Cn Q L' � o ��— z z LU W H � w =z< ®o O LLJ ViLU m Q O O O c(n LLJ Q M: Q r-1 V ILL. w zC° ~zz ce Uj V) LU L << C:) >- LU ma> J ® � Q ooUj h LL- in 0 oC) � �:' 0 d o®� Boz = m o z � ® z ¢ w co LU J � WQ®o c=n L j n J w � :5M > Qacl-Im z0a> �(n,LUo _ U rn =Wvn _ W >��® ca 22 a- mQLUo LU C!9 = Z Z cW��Z Q w < U) z U-)_ LU Q O C) o=�o Q�®= �`)ws- zoW� zLU cc� zz` C:) C:) z a �o oZoC d w � LU �---� 0 Z LU LL Z Q zerow w Qw�� cUF Ly Wom ozLU U-) <c j�� 0 w CO w V J Z J LL. J OO LL- <U120 L <C V t— O •J • 71_311 A _ J�TWO FOYE�20'-4 - LJ--- 7'-311 I �------ 71.311 10" F; N 71.211 1011 10 1 W M 71_211 = COVERED op ENTRY M 20'-4" CLG. 7- 10" SQ. DECO. COLUMN. SEE ELEVATIONS FOR DETAILS 0 41.811 431.911 June 5, 2018 M --- — - — - -- OF Fk 11.011 31.811 51.811 101.211 8'-1011 CD � t a �$ 42" H. a s ED I AR 96399 Manuel Gonzalez, AIA AR 96730 Javier METAL RAILING 00 AR 98560 Sang-Yub Lee, PE 72328 Uj --------I--- I I i i --------- cn LU o rn T-4 00 °J 0o Q LLJ (n N Ljj> SPACED TOS N 00 xr3 L`' - L N d' o L i REJECT A 4" a �0o L1J t!} an L 0c) N Ln SPHERE - - - - ---------------------I------------ -' — ------------ ----, -------- i N r; J Q PRE -PLUMB FOR j TEMP. GLASS , 1— BOX OUT BEAMLj ROOF BELOW 0 FUTURE TUBj TEMP, ENCLOSURE TO =ZLUI TO COLUMN WIDTH �, E O CE) ' 0 FINISHED FLOOR a \ ................................................................................................................................... Q _ o J ;z ...... ................................................ ........................ ..................................... :::::::::::::::::::::::::::•::::::::::::::�::.......................................:..:::::::............::::::.............:.:: .. 1�j LU SITTING _ BONUS ROOM cn AREA .. x 60 M _ o _ 9'-0" CLG. j114 9'-0" CLG. o I I I i l i j� 171.211 21.411 71_0�� 00 1T_ i I n f- ao W � z a�.s2 - -I - - LLJ 31.411 1.811 LIJLU ZD MASTER 8T=M 10 1'-10°STER 4"CURB42" H" I BEDROOM _ THMETAL RAILING W/ iCOVERE 9'-0" CLG. MT " CLG. s O PICKETS BALCONY >` K.S. OV42" SPACED TO 9'-0" CLG. 81-011 FLAT V42"O LINEN REJECT A4 �� SLOPE 1/8 SOFFIT A.F.F. 17 _ A SPHERE PER FT. 31-4n 13'-10" (TYP.) U.N.O o 101.811 31.4�� 121.111 o - ;- - - - - - - 1- 01.211 -i A7.82 - 31.811- 19 911 21.811 1-7" 3'-711 13'-1111 6- 42" WALL ATTIC o 1'-2" D N G. 2" HIGH ACCESS "' oo ------- 42" OPEN RAILING WITH ® 10 R&SH - - 1 STAIR RAILIN BALUSTRADES AH _ °P _ [ N 00 W/PICKETS SPACED TO � °° REJECT A 4 ZIN11- - - W I C I x' 11= ' 13 13 SPACED TO REJECT A 4" ry SPHERE _ 9'-0" CLG. o� I a °� OAK SPHERE, TYP o ,LOFT 9 0 CLG. 0 '_0/�� -�� 2 9 , 4 STAIRS LAUN, 9'-0" CLG. �� ' I � 10x10" AIR T 3'-11° 91.311 :.:-- ------ -J I SP H 1. , ; , JUMPER N ROOF 611 DBL. R&SH N BELOW 10'-611 2'-4" 3'-0 10' 7'-0" 2T5�_ '-611 PROVIDE GAS LINE -' �' 1° HALL M 5 TO DRYER' -0" CLG. 10V.T.R. BEDROOM2 v3o££ D 9'-0" CLG. PROVIDE DRIP PAN w - z I 6 - ------ -- - ------ -- -- UNDER WASHER 6 _ -' ' ;� N rq A/C CHASE 0 BEDROOM 3 C14 I _3 _ 2 9 -0 CLG. ci I 131.011 21 1� 11 31.011 51.611 N tit I 1a 41.011 I'D 81.1111 11 � --- , _IL I 0g' -O" CLG. 0 .............rl ------ I I TEMP. 11.011 j 3'-8" 2'-1011 17'-10" 8'-8" 40'-511 4'-8" 3'-4" 64'-6" SECOND FLOOR PLA SCALE: 1/4" = 1'-0" COASTAL 71_311 A _ J�TWO FOYE�20'-4 - LJ--- 7'-311 I �------ 71.311 10" F; N 71.211 1011 10 1 W M 71_211 = COVERED op ENTRY M 20'-4" CLG. 7- 10" SQ. DECO. COLUMN. SEE ELEVATIONS FOR DETAILS 0 CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. June 5, 2018 M --- — - — - -- OF Fk N N CD � t a �$ --------------------- FLAT SOFFIT, SEE -ELEVATIONS FOR DETAILS ofr-1 42" HIGH GUARD RAIL W/ PICKETS SPACED o, --�` - 6 REJECT -W -DIA - SPHERE e �—Z CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. June 5, 2018 OF Fk e CD � t a �$ a s ED I AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA 00 AR 98560 Sang-Yub Lee, PE 72328 Uj --------I--- I I i i --------- cn i ROOF � BELOW � CSI---------- 71.211 0 8'-10" A A7.82 LU M � it]C W LL I CaMMUN t:.v CO U L :55 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. June 5, 2018 OF Fk e � t a �$ a s ED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj C) M LU o rn T-4 00 °J 0o Q LLJ (n N Ljj> __.t N 00 xr3 L`' - L N d' o L i � a �0o L1J t!} an L 0c) N Ln -' — E®�.� J N r; J Q kD O I'D0N 1— 1 0 =ZLUI a iLU Q J ;z LU OQ ce i0C O LLj LL I w U LUU3 LU J 00 Q = N OGS LU �i o d- cn .. x LI j114 I I I i l i j� 00 � f- W � z -O LLJ ULU LIJLU ZD ""'Ii."RIAL ;=UMBER 1017.0 zU ®z z Qom ®mow i z mace ®c z m O LL_ C5 LLJ w J C D Iw z LU ~ O oo= o>o wok = �o QLU� U U U) LU C):�® w =zw <LU � p 0 � O o LL ®o J U ce LU 0U CD ® CD a�� ci�w z � 1--•1 Z z Q LLJ MfLU 0- � z °; maw 0 J Q f_ uj Lf) o"�'� o� ®v a Boz =m® z®oz Q LL j , ca LU LU LU u.,� (D L4r)Jw LU U Q�U} ®-gym cD oc w z z®o� LU U -i 2M _LJ.J®® �z�� m w Ln 2;p z n��Q LU =z LU ®_ L 0 w w o LUM a=®w �LnwF_ zow� zzzU_ ® ®cn z a azo 0 cg c) Q c) og �aLU< LU®®z wLl.z¢ w Qw z = z O LU LU ®p=U) cri 1--C) QU�� ®wmw U J z J U_ —IO0w QC.Ui_O 42" OPEN STAIR RAILING W PICKETS SPACED TO REJ CT A 4" SPHERE, TYP ;1 "1 STAIR SECTION A3.N SCALE: 1/4" = 1'-011 H�US1` BLOCK 1 ZNJSING A COASTAL (�;EWINDOW TAG WINDOWSCHEDULE CST. WINDOW CALL -OUT LOCATION STAIR RAILING AND SIZE REMARKS GUARD RAILING NOTE SINGLE HUNG 3050 36 1/2" X 60 1/2" STAIR RAILING AND STAIR GUARD RAILING B SINGLE HUNG 3060 SHALL BE CONSTRUCTED TO WITHSTAND A VINYL / LOW -E / EGRESS C CONCENTRATED LOAD OF 200 POUNDS APPLIED (2) 24 1/2" X 72 1/2" VINYL / LOW -E AT ANY POINT ALONG THE RAIL IN ANY FIXED GLASS 2814 32 1/2" X 16 1/2" DIRECTION. IT MUST ALSO WITHSTAND A E SINGLE HUNG 2050 UNIFORM LOAD, NOT CONCURRENTLY WITH THE VINYL/ LOW -E F CONCENTRATED LOAD, OF 50 POUNDS PER 24 1/2" X 48 1/2" VINYL/ LOW -E LINEAR FOOT APPLIED ALONG THE RAIL IN ANY SINGLE HUNG 3040 (2) 36 1/2" X 48 1/2" DIRECTION. INTERMEDIATE RAILS AND POSTS H SINGLE HUNG 2030 (IN -FILL) SHALL WITHSTAND A HORIZONTAL VINYL / LOW -E I LOAD OF 200 POUNDS APPLIED AGAINST ANY 3611 X 601' VINYL / LOW -E ONE SQUARE FOOT AREA, NOT CONCURRENTLY SINGLE HUNG 3060 36 1/2" X 72 1/211 WITH OTHER LOADS. K SINGLE HUNG 3050 42" OPEN STAIR RAILING W PICKETS SPACED TO REJ CT A 4" SPHERE, TYP ;1 "1 STAIR SECTION A3.N SCALE: 1/4" = 1'-011 H�US1` BLOCK 1 ZNJSING A COASTAL (�;EWINDOW TAG WINDOWSCHEDULE CST. WINDOW CALL -OUT LOCATION TYPE SIZE REMARKS A SINGLE HUNG 3050 36 1/2" X 60 1/2" VINYL / LOW -E / EGRESS B SINGLE HUNG 3060 (2) 36 1/2" X 72 1/2" VINYL / LOW -E / EGRESS C SINGLE HUNG 2060 (2) 24 1/2" X 72 1/2" VINYL / LOW -E D FIXED GLASS 2814 32 1/2" X 16 1/2" VINYL/ LOW -E E SINGLE HUNG 2050 24 1/2" X 60 1/2" VINYL/ LOW -E F SINGLE HUNG 2040 24 1/2" X 48 1/2" VINYL/ LOW -E G SINGLE HUNG 3040 (2) 36 1/2" X 48 1/2" VINYL / LOW -E / TEMP H SINGLE HUNG 2030 24 1/2" X 36 1/2" VINYL / LOW -E I FIXED 3050 3611 X 601' VINYL / LOW -E J SINGLE HUNG 3060 36 1/2" X 72 1/211 VINYL / LOW -E / EGRESS / TEMP. K SINGLE HUNG 3050 (2) 36 1/2" X 60 1/2" VINYL / LOW -E / EGRESS M FIXED 1630 18" X 361' VINYL/ LOW -E * 18 RISERS @ 7 5/8" 15 TREADS 2 LANDINGS (*) ACTUAL STAIR RISERS TO BE VERIFIED BY CONTRACTOR IN THE FIELD. �A E OND FINISHED FLOOR 36" HIGH CONTINUOUS WOOD HAND RAILING ................... _... SHEDDING FLOOR M; TREAD - -RISER Ln FINISH FLOOR, ();�__DOORDOOR TAG CALL -OUT DOOR SCHEDULE LOCATION TYPE SIZE REMARKS 1 THERMA TRU INSULATED ENTRY DOOR IL 11 3 -0 X 8 -0 W/ 2-12" SIDELITES / TEMPERED 2 DOOR 21-811 X 8'-0" SOLID WOOD NOT LESS THAN 1-3/8" OR 20 MINUTE FIRE -RATED SELF-CLOSING HARDWARE 3 HOLLOW CORE DOOR 2'-8" X 8'-011 EXTERIOR 4 O.H. METAL GARAGE DOOR 16'-0" X 7'-0" NON INSULATED, RAISED PANEL 5 HOLLOW CORE DOOR 1'-6" X 6'-8" 6 HOLLOW CORE DOOR 21-011 X 6'-8" 72328 7 HOLLOW CORE BI -PASS DOOR 41-011 X 8'-0" 8 HOLLOW CORE DOOR 21-41' X 6'-811 LU 9 DOUBLE FRENCH DOOR (2) 2'-611 X 81-011 T 00 10 HOLLOW CORE DOOR 2'-6" X 6'-811 11 HOLLOW CORE DOOR 21-6" X 81-011 0 12 HOLLOW CORE DOOR 2'-8" X 8'-011 80 �_ W, 13 HOLLOW CORE DOOR 2'-8" X 6'-8" 14 HOLLOW CORE BI -PASS DOOR 51-011 X 6'-8" 00 15 HOLLOW CORE FRENCH DOOR 51-411 X 6'-811 TEMPERED 16 SLIDING GLASS DOOR 161-011X 81-011 TEMPERED 17 HOLLOW CORE DOOR X 61-811 (2) 21-811 18 HOLLOW CORE BI -PASS DOOR 51-011 X 8'-0" ko 19 HOLLOW CORE DOOR (2) 21-4" X 6'-8" 20 SHOWER GLASS DOOR (2) 21-611 X 61-41' TEMPERED 21 HOLLOW CORE POCKET DOOR 2'-4" X 8'-0" INSULATION SCHEDULE LOCATION TYPE R -VALUE U.N.O. CEILING @ LIVING AREA FIBERGLASS 38 EXTERIOR WD. FRAME WALLS FIBERGLASS 19 WALLS TO LIVING AREA FIBERGLASS 11 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. June 5, 2018 Oki (N $$ f 96730 2 a Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj ® o LU 00 T 00 Z LU N Cr_>�r 0 Q�d- < 80 �_ W, f° a75 " ® 2 00 0 E 0 00 _j O N U n ko N 1CD L Lu L ..,.� LrI x E p LU M [tl€ 0 C) _ O a Q J C., LU f LU '= J 00 N C) LU z Q Y e M �V O LLJL Uj L, 3 3 V E J W dS ;U) J LU 1= LU 2" z 2-1p rn Uzi ED ERIAL e� ��,n. 1017.0 z �o oz z Q o U 3,0 LU = � a� oc z J ® LLI J Lu - O c�z I w d �F-o LU e nw M = E_- 0 3�: O J w Z aWo Qoo z wF--=o '� LU V o < LLJ gn2 in LU re d w zLU z w O J =0Q 0 � i o LL- 0 - O a J m LU aUo ® o En - LU 0:— z LL.w m azo � LU U¢ LU o>- af LU mQ> J o � J J Q 0 0 o s`) III H V d n O� a o z LU U) O V QLU m a W LU Q ��wU) J w U F- < cj m �o>� 0 QzLLj zo 2:w cn _ U w O Ia. ao oC wLU z zz=® LU Z (J) �--� J Q LU W = (n :::N- LOO Q (D0 O 0 Z w LLJa" o = w U)wH Z O w 3�- Z Z LL - Z ® p cn z U) C:) M C=, a w Q 2 � Z ED ti z Q z V � o w 01 < LU ui F F- P- = LU U � CO LU _U) cri F- �- =5Q'j�� LU LU w coV J Z 11'—'L- JooL�o- U;R ELEVATION NOTES pRC�VIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM 1 FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED OTHERWISE - iFOAM 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»APOLICATIONS, 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 SHOULD NOT INTERPRET THE DRAOINGS, 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. SECOND FLOOR PLATE HT, Nd - c:) 0 ,-F 4 A5.2.82 HEEL @DINING PLATE HEIGHT 6 A5.2.82 am 2ND FIN. FLR. 5 1/2" CORNER TRIM BAND (TYP.) FINISHED FLOOR , 7 A5.2.82 )OF PER NTRACT / 4 A5.2.82 METAL ROOF 2 A5.2.82 I SECOND FLOOR PLATE HT. \_ L1 U / ............... ....... 1=4"� FLASHING ------------- � HEEL AT DINING RO NT ELEVATION : 1/4" = 1'-0" COASTAL 11 A5.3.82 ---I.�� III e 1 FI PLATE HEIGHT w PLATE HT. AT DINING o ON 0'-0" FINISHED FLOOR 3 A5.2.82 NI1Y pEVE1.CPMENI V E® RI HT E LE SCAL : 1/4" = 1'-0" VATI O N COASTAL W i2� F-4 ti TW i U 0< MW W H z Q <1 J TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THI DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING ASPHALT SHINGLE ROOFING PROVIDE RIDGE VENTS, TOLL BROTHERS P.M. TO VERIFY LOCATIONS June 5, 2018 J TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THI DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. June 5, 2018 R 573 R � D Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 o � Uj 00_ ate+ L;) 00 (/) N w 00> °+ o Ln LU Q M t.� L � aj Q {%8 a � 0 ry ij 00 L 00 N Ln — � . 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FLOOR _1ST FLOOR I PLATE HT. 0'-0" FINISHED FLOOR M" 0 N ROOF PER CONTRACT / 6 A5.2.82�A5=2.82 3:12 ROOF SLOPE PLAN SLOPE: 5:12 U.N.O. SCALE: 1/8" = 1'-0" COASTAL ---7(8 A5.2.82 SECOND FLOOR PLATE HT. r i i o � , e 0 L i - 2ND FIN. FLOOR ��---� �.------.� PLATE HT. i Mie ❑ ❑ - i 5 A5.2.82 ROOF VENT CALCULATION ATTIC AREA (TOTAL UNDER ROOF) 2677 DIVIDE BY CODE REQUIREMENT 300 MIN. NET FREE VENTILATING 8.92 AREA REQUIRED F BCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO ULATED AT 1/300 PROVIDED THAT 40-50% OF THE ED 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. ASPHALT SHINGLE ROOFING TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WTM THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. June 5, 2018 F t 4 tt 9673 a' Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 C) rn 00 Ln 4-P 00 Q LU U) N L1LU >00o �. d' QMU � i CA LLa -j ` 6 Op 2 V) 0 L C 0o T Ln F O ..,.L I � CL N U .j to ko d- 0 01N LLJ LAU E L 3' Lu Lu z j �- y L+ O .• �, LLJ ED U C I I i ! 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SPHERE K�RAILING DETAIL _ J12SCALE 3/4"=1'-0" sk 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 ROOF PER CONTRACT 11-411 OVERHANG WALL PER PLAN 4" TRIM @ SIDE AN 6" TRIM C K2'EAVE DETAIL A5,2 82 SCALE 1/2"=1°-0" B 5.2.8 2X4 TOP RAIL =B TOP IL \�71 O 5.2.8 re) fA::i"q:t2X4 BOTTOM RAIL W/ SLOPED TOP %—c� BOTTOM RAIL �II 9'° - N R� M M �y N FRONT VIEW SIDE VIEW C 3-011 24'° 2'-81" I 3 3" 4 (�5 TRELLIS DETAIL g SIDE VIEW A5,2 82 SCALE 1/2"=1'-0" 2'-411 N 5% 11 N O � LL2Y n n N 1/ 11 3j11 2x MOUNTING TRIM USED AT SHAKE & LAP 5.1 BRACKET DETAIL SIDING A5,2,82 SCALE 1/2"=1'-0° FRONT VIEW ROOF PER CONTRACT LAP SIDIN 2X TRUSS TOP OF PLATE METAL DRIP REFER TO DETAI 5.1/A5.2.82 FO BRACKET DETA'. FRONT 3 FRONT COLUMN DETAIL A5, 2, 82 SCALE 1/2"=1'-0" 2X4 SUBFASCIA 2X4 OUTLOOKER METAL DRIP 2X4 LEDGER 1"x6" FASCIA TRUSS LAYOUT BY ENGINEER 1X6 TRIM BOARD SIDING PER ELEVATION O.H WALL, PER PLAN (78 GABLE END DETAIL �A5.2082 SCALE 1/2"=1'-0" COMMUNITY DEVELOPMENT APPROVED 1X6 HEAD X4 CASING 4 SILL 1X6 APRON 9 WINDOW DETAIL A5,2.82 SCALE 1/2"=1'-0" TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING SIDING PER ELEVATION FLASHING FLASHING 1 X 2 CAP _ 2nd FIN. FLR. FIN. FLR. 1 X 6 TRIM FLOOR 1 X 2 CAP 1 X SYSTEM 1 X 6 TRIM BLOCKING 1 X BLOCKING CAULK AS SIDING PER NEEDED ELEVATION 2X4 SUBFASCIA 2X4 OUTLOOKER METAL DRIP 2X4 LEDGER 1"x6" FASCIA TRUSS LAYOUT BY ENGINEER 1X6 TRIM BOARD SIDING PER ELEVATION O.H WALL, PER PLAN (78 GABLE END DETAIL �A5.2082 SCALE 1/2"=1'-0" COMMUNITY DEVELOPMENT APPROVED 1X6 HEAD X4 CASING 4 SILL 1X6 APRON 9 WINDOW DETAIL A5,2.82 SCALE 1/2"=1'-0" TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. June 5, 2018 OF Ft A 1 ,0 �F T D Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 0 0, o c Ln 4-1 Leu (!) N cc >CC)® a LU LNd' M U_ L _j kD i 0- Fav, d0 L cCC) NLo Ec6 N J < d - p N IL E 01. ; I LU L i L J, O J z U F- �—o O 0 C!) Q O ry 1_ULU U LU 3 Mi M. N q OG 3 N j OO ocj :71 N( w ' 0 d-( z s cn - !LU, . 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METAL RAILING W/ - PICKETS SPACED TO REJECT A 4" SPHERE COVERED BALCONY i� ' PRE-ENGINEERED TRUSSES DESIGNED BY TRUSS MANU HALL PRE-ENGINEERED TRUSSES DESIGNED BY TRUSS MANUFACTURER GOURMET KITCHEN -_` CABINETRY AND APPLIANCES ARE FOR REFERENCE ONLY - DOOR PER PLAN METAL THRESHOLD FULLY CAULKED TO FLASHING PAN PER MANUF RECOMMENDATIONS. CONTINUOUS METAL PAN OVER THRESHOLD. APPLY DURADECK WATERPROOFING MEMBRANE SYSTEM OVER DECK 42" HIGH GUARD RAIL COLLAR FLASHING ATP ST CAULK AT TOP OF FLASHING DRIP EDGE PER - DURA DECK SPEC FICATIONS TIEOWN STRAP PER FRAMING PLAN SOLID BLOCKING BETWEEN TRUSSES AT PANEL EDGES FLASH UP WALL, 8" e MIN., CONTINUOUS %" EXT. STRUCTURAL DACK SHEATHING DURADECK, WATERPROOF DECK MEMBRANE SLOPE 1/8" P.L.F. (MIN.) 1/4" P.L.F. (MAX.) FINISH PER SPEC., U.N.O. DINING ROOM BEYOND CONTINUOUS METAL FLASHING PAN ALONG OPENING W/ NO SEAMS OR SPLICES - 3" LAP MIN. 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"IWE WALL PER PLAN THIS DETAIL ONLY APPLIES AT EXT-RIOR DOORS THAT HAVE NO IMMEDIATE OVERHANGS ABOVE THEM AND DOORS THAT HAVE A SECOND STORY WALL ABOVE THEM. WEATHER RESISTIVE BARRIER - 2 DO NOT FLASH OVER BOTTOM NAILING FLANGE WALL PER PLAN EXTERIOR WINDOW EXTERIOR WINDOW EXT -7 HEAD DRIP DETAIL D3 N.T.S. (EXT -7) 2 of DID EXTERIOR SHEATHING BTI i SILL PAN FLASHING 0 TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. �,- FLOC a a fr gyp y 96,730 z 30 Ovan G. I I nd, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 LA ® LU 01 00 ao Z LU V 0 Lij V1 >o 00 rNLL LU ®M U� �U LU Ln X10® i c co co - N ML C L Q m:o N u . 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INSULATION BLOCK SEE PLAN FOR STRAP ALUM. WRAPPED 2x WOOD FASCIA NAILED TO TRUSS TAILS W/ (2) 16d @ 24" O.C. METAL DRIP EDGE CONTINUOUS VENTED SOFFIT; WOOD LEVEL RETURNS WHEN STUCCO SOFFITS ARE REQUIRED MIN. 7/8" STUCCO (3 ---� COATS) ON GALV. REFER TO SELF FURRING FELT ELEV. FOF BACKED METAL LATH STUCCO SOFFIT SPECIFICATION: PAPER BACK LATHE W/ CONTINUOUS VENTING NAILED TO TRUSS TAILS AND A TYPICAL STUCCO FINISH EXTERIOR SHEATHING TO BE FLUSH WITH THE EDGE OF THE FOUNDATION, 1/4" GAP BETWEEN FOUNDATION AND SHEATHING APPLY A LIGHT COAT OF CEMENTITIOUS COATING TO FILL VOIDS & HONEYCOMBS - WATER RESISTANT BARRIER (2 LAYERS REQUIRED): PAPER BACKED METAL LATHE & POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM WEEP SCREED MAIN FLOOR ELEV 0'-0" z 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) ROOFING PER CONTRACT. (CONTRACTOR TO _ PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ON A.P.A. RATED SHEATHING PER PLAN SPECS. ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 PRE-ENGINEERED WD TRUSS, 24" O.C. INSULATION BLOCK SEE PLAN FOR STRAP ALUM. WRAPPED 2x WOOD FASCIA NAILED TO TRUSS TAILS W/ (2) 16d @ 24" O.C. METAL DRIP EDGE CONTINUOUS VENTED SOFFIT; WOOD LEVEL RETURNS WHEN STUCCO SOFFITS ARE REQUIRED j MIN. 7/8" STUCCO (3 -� COATS) ON GALV. REFER TO SELF FURRING FELT ELEV. FOF BACKED METAL LATH STUCCO SOFFIT SPECIFICATION: PAPER BACK LATHE W/ CONTINUOUS VENTING NAILED TO TRUSS TAILS AND A TYPICAL STUCCO FINISH MIN. 7/8" STUCCO (3 COATS) ON GALV. SELF FURRING PAPER BACKED METAL LATH - EXTERIOR STRUCTURAL SHEATHING PER PLAN/SPECS -� 2x SILL PLATE WATER RESISTANT BARRIER (2 LAYERS REQUIRED): PAPER BACKED METAL LATHE & POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM 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 1/2" GYPSUM WALLBOARD ON EXTERIOR SHEATHING TO STUDS W/ WALL INSULATION BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) OF THE FOUNDATION, 1/4" GAP BETWEEN FOUNDATION 2x SYP. #2 WD. STUDS AND SHEATHING @ 16" O.C., TYP. APPLY A LIGHT COAT OF CEMENTITIOUS COATING TO -2x P.T. SILL PLATE FILL VOIDS & HONEYCOMBS - WATER RESISTANT BARRIER /-CONNECT WALL TO FOUNDATION (2 LAYERS REQUIRED): PAPER PER FRAMING DETAILS BACKED METAL LATHE & ----PROVIDE CONT. METAL TERMITE POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM - SHIELD UNDER SILL PLATE —FINISHED BASE MOULDING WEEP SCREED- rik MAIN FLOOR ELEV 0'-0" ;-;, co LY I (I 4" CONC SLAB W/ Q 3 N � I VAPOR BARRIER N I SEE FOUNDATION PLAN FOR SIZE AND EXTERIOR WALL TYPE OF FOOTING SECTION WITH WINDOW SCALE: 3/4" = 1'-0" SEE�PLAN I r 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 STUD @ 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 GLUED & NAILED TOP OF FLOOR TRUSS W 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 a 4 7-t4" CONC SLAB W/ VAPOR BARRIER SEE FOUNDATION PLAN FOR SIZE AND TYPE OF FOOTING 2 TWO-STORY WALL SECTION D7 SCALE: 3/4" = 1'-0" mi mi TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPINED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. �P g AR 9673 a RED Ovan G.d, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 crf o rn L L! -j .-q o �4.1 06 o cc oN' >r-10 0 LUL N 1T E t,,,a 0 L U - a LU -0O a L C cr ' Op °�-C° ;� ea ` ¢ EOo� E it = Q O N U mi -, o 0 d- < to ANNIL 0i N 3 LU LJEli r€) LU LU LU z cy— z LLJ e` _ r . Uj } Z LL- LL- 0 �' LIJ LLJ k.L� ( 11 Cn w C6 Cn LU H Z ceQco �. j �y FS, 3ETR 171A I„11I � BER 1014.1 z LL - c) 1--i Lf) L.®Lf) zEnw Cam= � � Q Of Z m 0 w J p LU � CI- 3: :C:,) >> 0wF-,� ® O = F- c) LU J °US z 0 w O w 0 Ln z U LU m ULU cM LU p C2 CL. Woo U) WZW p W ® .� =za O ��0 LL a 'L U�m ¢®® Q- C) n QOr- ��LUw z Ca ��Uja w or - C),, J0LL- Ln 0 ®®� � o� LUCoLj 0 ®wMLn Qw nz >- Cc ED � U®Ln J w �� Q E� V of w 2 - Ln ®zLU z® :57- w z w 0 LU co cl- ®Qj❑ LU zz=® z pi�J4 w w ¢ m Or - En o LLIcri�c�n w WC) ra LU Q ® _ H U) w {-- Z 0 w cL z Z z LL- C:) L-® Z n, r-- Ln O ❑ QLU®a ee zp-r_7a LU C) U3 U- < ('� U w LL_ zwr5 C-5 Qw�� U C71 z��z W � m pzLU ®w Q, i,:...... p w m w U —j Z: J i i O O It ¢UE -0 11-211 NOTE: BRACKETS REQUIRED IF COUNTERTOP CANTILEVERS MORE THAN 10" COUNTERTOPS OUTLET BOX CENTER SIDEWAYS IN BACKSPLASH 2X4 HALF WALL CABINET INT -1 KITCHENHALF WALL D ETAI L D8 SCALE: 1/2" = 1'-0" (INT -1) TOLL APPROVED TILE BACKER (REFER TO CONTRACT 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 FLOODSTOP 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 CERAMIC WHEN MARBLE/ MARBLE TILE OPTIONS ARE SELECTED. INT -4 SHOWER & CURB ON FRAMED FLOOR D8 SCALE: 3/4" = 1'-011 (INT -4) MIRROR=VANITY -5'° 36" HIGH X (VANITY -5") MIRROR Oman ■� I i IN cn ro �Q �m LU wb C0' Q 1/4" MIRROR 0 0 1/2" RECESS ❑ ❑ FOR MIRROR El 1:1 2" MIRROR TRIM VANITY MIRROR INSTALLATION INSTRUCTIONS: 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. 2. A BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE COR IER. (MIRROR TRIM WILL NOT BE INSTALLED AT INSIDE CORNERS.) 3. U ON 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 11" /- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. INT -2 MASTER ATH MIRROR WOOD TRIM DETAIL_ PDJ8SCA E: 1/2" = 1'-0" (INT -1) REFER TO FLOOR PLAN, VARIES BY MODEL PLAN ��s, NOTE: EXACT SIZE AND SHAPE VAIRES BY MODEL AS WELL AS PLUMBING ACCESORIES. REFER TO ARCHITECTURAL PLANS BY MODEL. CORNER SHELF FLOOR TILE CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. PF FkC) 2" SHOWER DRAIN U- k f AR 9673 Ovan G nd, AIA 00 610 TILE AT DOOR tE THRESHOLD AR 98560 Sang-Yub Lee, PE 72328 (1) CERAMIC CORNER SHELF AT 48'° A.F.F. WALL TILE SHOWER ELEVATION ;� STANDARD SHOWER SHELF LOCATION. t DRYER VENT (TYPICAL) GAS PIPE (TYPICAL) FOR GAS DRYER ONLY INSTRUCTIONSBOX- ATTACH PER MFR. P.T. SILL PLATE smite �I ' ■GRADE) ❑ DRYER VENT (TYPICAL) ^T^r 1T,1 - UAL) Z ONLY WITH PEDESTAL NOTE: 1, 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 f SLAB ON GRADE) i DRYER • FOR ••• ONLY D8 SCALE: 1/2" = 1'-0" Tri r nn rrnnlr_ nnl i inn COMPARE MANUFACTURERS DIM OF TUB & PUMP LOCATION mmsto-1140. 2X4 CRIPPLES WHEN IN CONTACT TUB AS REQ BY W/ CONC. MANUFACTURER'S. FR -33 ROP IN TUB DETAIL D8 SCALE: 3/4" = 1'-0" (FR -33) END POST TIED INTO FLOOR JOIST BELOW EXTEND TO QP ti 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. df NAILS(TYP) FLOOR TRUSS. ' HALF WALL TIE-IN DETAIL D8 % N.T.S. (FR -34) (INT -3) 0 W 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. PF FkC) k f AR 9673 Ovan G nd, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 LLJ -j r-1 00 Ln 00 TT Z LU ' N aU)rn i >�® CL 00 en 0 LUL M -jp kD - V) LLa -0 o c ca LU L 00 a- fa un E®00 E I - In ® rj U r� 910 0 t.0 01 N CL LL - , y n I ❑ I g -u C `N ❑ Ln LLJ LLj 0 \ CD :°• LU LLJ z LL_ LL. '\ c°C0 W 3:: Ui ' o t Eli co I LUQ LU Lu V J H cZS U) LLj " :® W ® Z QLU LU UJ LU Cne Z 'AA NUMBER 1014.1