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1709 ATLANTIC BEACH DR - NEW HOME ARCH. DWG'SZ U_ '-' (D � z z QOU) z U.) E oLu F- ff= � a� ac z= co 0 LU I oho LU af coo I w Q >F- o �LU �w z = � Q�z w�0 w z O L> O LJ wow Z QO 0 oc w z U (n a w } z =zW 0 � O J � z Q CY-1�o 0 a J U c):f m a�o 0 o v) acs U i w z Co azo z ce C:) Q _U o�W co JO J J J Q ooh Lnu, o J O W LA ao� � aOO z =mo �LoU Q � Ln LU moo,zi,� J � L ¢ Q 0 z= w � U=) J LJJ Q aim C7 oc w z �oo� C:) V w �gwcn cnLUoOz �zwF7 CJD Ce CL_ z oQ�O WRQ¢ a o = z O �ui-U)M O w w o � o=go Q=oW �LnLL,F- z O w zC:)= z O a�- U) O D z w cg -) Q Q O C a w Q LU Lu z ED L z Q C7 U LU U_ ¢z¢ w O QUj cn F -LU V 1- z = z z oz=� owmw ,-, Z J U J Z -j I..L J O O LL- Q U H- O TH ABBREVIATION LIST Abbrev. Description Abbrev. Description Abbrev. Description # NUMBER F.P. FIREPLACE PT. LD. POINT LOAD & AND FRT. FRONT PWD. POWDER -EQUAL CENTER LINE Ff. FEET PLW. PLYWOOD @ AT FTG. FOOTING _ FIRST FLOOR PLAN SLAB RECESS C AIR CONDITIONING F.O.M. FACE OF MASONRY R RISER ABV. ABOVE 0 INTERIOR WALL (NON-BEARING) RA RETURN AIR ADI. ADJUSTABLE GAL BALLON RAD. RADIUS A.F. ABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. REINFORCING AHU AIR HANDLING UNIT ALTERNATE GFI GROUND FA INTERRUPTER RM. ROOM ALT. GL GLASS R.O. ROUGH OPENING ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD RQD. RE 6TH EDITION (2017) SECOND FLOOR ELECTRICAL LAYOUT _Z C!) Z c j R & SH ROD &SHELF .B.. BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL BD. BOARD HB HOSE BIBB EXPOSURE: H B.F.F. BELOW FINISHED FLOOR HD. HDR. HEADER +.18/-.18 VIE. X . m E FEET BOTT. BOTTOM HT. HEIGHT SGL SINGLE BR. BRICK HORIZ, HORIZONTAL SHT. SHEET BKFST. BREAKFAST 09 SH. SHELF 10 INSUL INSULATION SHWR. SHOWER CALC. CALCULATIONS INT. INTERIOR SL. SLIDER C.J. CONTROL JOINT I.L.O. IN LIEU OF SPECS SPECIFICATIONS CL CENTER LINE 22 S.P.F. SPRUCE PINE FIR CLG CEILING KS KNEE SPACE SPRG.PT. SPRING POINT CMU CONCRETE MASONRY UNIT 31 STD. STANDARD C.O. CLEAN OUT L LONG S7L. STEEL COL COLUMN LAV LAVATORY STOR. STORAGE COMP. COMPRESSOR LDRY LAUNDRY 41 CONC. CONCRETE LIN LINEN T TOP CONT. CONTINUOUS LT LAUNDRY TUB T&G TONGUE-'& GROOVE PBC. PALM BEACH 8 TEMP. TEMPERED DB. OR BELL M.B. .MASTER BATH THK. THICK DBL. DOUBLE MAX MAXIMUM T.O. TOP OF DR. & SH. DOUBLE ROD &SHELF M.C. MEDICINE CABIN ET T.O.B.B. TOP OF BOND BEAM DECO. DECORATIVE MFR. MANUFACTURER TR. TREAD DET. DETAIL MIL. MILLIMETER TRAN. TRANSOM DIA. DIAMETER MIN. MINIMUM NP. NPICAL DIM. DIMENSION MIRR. MIRROR DN DOWN MLDG. MOLDING UC UNDER COUNTER DR. DOOR M.P.H. MILES PER HOUP 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 WITH E.W. EACH WAY OPT. W.C. WATER CLOSET EL. ELEVATION OPNG. OPENING WD. WOOD ELEC. ELECTRICAL O56 ORIENTED STRA qD BOARD WDW. WINDOW ENCL. ENCLOSURE PED. PEDISTAL SINK W.I.C. WALK-IN CLOSET ENG. ENGINEERED POLY POLYVINYL WP GFI WATERPROOF GFI EQUIP EQUIPMENT P.S.F. POUNDS PER SQOA FOOT W.W.M. WELDED WIRE MESH EXT. EXTERIOR P.S.I. POUNDS PER W.W.F. WELDED WIRE FABRIC FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER FLR. FLOOR P.R. POWDER ROOM END. FOUNDATION P.T. PRESSURE TREATED C11)1EZ_j SQUARE FOOTAGE NOTES GRAPHICS LEGEND -=ON S. F. - _ PARTIAL TOTAL LIVING AREA � INTERIOR-ELEVATTON DETAIL # DRAWING # -SECTION DETAIL # DRAWING # 138 BUILDING 157 � �- � DEl-AIL CALL -OUT DETAIL # DRAWING # —_ DETAIL # DRAWING # .,� CEILING HEIGHT CHANGE LAYOUT 72328 CENTER LINE ISLAB LAYOUT NOTES, SCHEDULES, & DETAILS SPANISH TILE -� ELEVATION MARKER FLOOR PLAN ) T OC) SHAKE SIDING _ FIRST FLOOR PLAN SLAB RECESS A3.18 SECOND FLOOR PLAN SIDING 0 FRAME BEARING WALL M Z U d a-ao 2 BRICK 0 INTERIOR WALL (NON-BEARING) Eo6� D STUCCO FINISH 17771 CMU MASONRY WALL REAR & SIDE ELEVATION, & ROOF SLOPE PLAN t.0 o EARTH � GABLE END WALL i INSULATION � FRAMED KNEEWALL A7,18 IBUILDING SECTIONS DECORATIVE STONE 0 DROPPED SOFFIT DESIGN CRITERIA PRE -CAST LINTEL/ HEADER TWO STORY: FIRST FLO R -FRAME !SINGLE FAMILY RESIDENCE: FIRST FLOOR DIFFUSER LAYOUT GROUP R3 SECOND FLOOR -FRAME BUILDING TYPE: a. V - B II � -RISK CATEGORY: ELE RICAL LAYOUT DESIGN BASED ON FLORIDA BUILDING CODE WIND DESIGN BASED ON: IFIRST FLOOR ELECTRICAL LAYOUT ASCE 7-10 6TH EDITION (2017) SECOND FLOOR ELECTRICAL LAYOUT _Z C!) Z c j F.B.C. 6TH EDITION (201.7) RESIDENTIAL ULTIMATE DESIGN WIND SPEED = 130 MPH F.B.C. 6TH EDITION (201.7) MECHANICAL NOMINAL DESIGN WIND SPEED = 101 MPH F.B.C. 6TH EDITION N 7) PLUMBING EXPOSURE: H B RGY CONSERVATIONPRESSURE F.B.C. 6TH EDITION (20 .7) FUEL GAS 'PSN EN=D BUILDING -INTERNAL— COED FOR WINDOWS/DOORS, SEE FLOOR FOR ACTUAL PRESSURES: ABBR. +.18/-.18 VIE. X . m F.B.C. 6TH EDITION (20 7) ACCESSIBILITY NATIONAL ELECTRIC CO)E (2014) (NEPA 70) FEMA RULES &REGULATIONS ASCE 7-10: MINIMUM DESIGN LOADS N.F.P.A. 1012014 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 SECOND FLOOR 1958 1411 TOTAL LIVING AREA 3,369 SQ. FT. COVER SHEET - Index of Drawings yy R %73 3 COVERED ENTRY 138 COVERED LANAI 157 GARAGE(s) 649 TOTAL 47313 SQ. FT. U) 0 U U U Q W C0 L TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING LIST OF DRAWINGS March 30, 200118 OF Ft 0 CLASSIC ELEVATION C1 COVER SHEET - Index of Drawings yy R %73 3 GN1 GENERAL NOTES h'ED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA FOUNDATION PLAN _ Javier Hernandez, AIA A1.18SLAB LAYOUT 72328 A1.N ISLAB LAYOUT NOTES, SCHEDULES, & DETAILS o M Uj J rl 00 FLOOR PLAN ) T OC) A2,18 _ FIRST FLOOR PLAN L J A3.18 SECOND FLOOR PLAN Q M LL U A3.N FLOOR PLAN NOTES, SCHEDULES, & DETAILS M Z U d a-ao 2 0 W Ln EXTERIOR ELEVATIONS Eo6� A5.18 FRONT & SIDE ELEVATIONS S < J A_5.1.18 REAR & SIDE ELEVATION, & ROOF SLOPE PLAN t.0 o A5.2.18 EXTERIOR ELEVATION DETAILS i BUILDING SECTIONS c.'u A7,18 IBUILDING SECTIONS DIFFUSER LAYOUT �A M1.18 FIRST FLOOR DIFFUSER LAYOUT U M2.18 ISECOND FLOOR DIFUSSER LAYOUT _ a. � z LU Q ELE RICAL LAYOUT � j E1,18 IFIRST FLOOR ELECTRICAL LAYOUT "-' J E2.18 SECOND FLOOR ELECTRICAL LAYOUT _Z C!) Z c j o STANDARD NOTES &DETAILS - Lij� D3 STANDARD NOTES —& DETAILS D7 STANDARD NOTES & DETAILS LLj 78 STANDARD NOTES & DETAILS H LUW HOUSE ELEVATION ABBREVIATIONS ABBR. FULL NAME ELEV. CODE MAN. MANOR 03 WIL. WILLIAMSBURG _ 07 PRO. PROVINCIAL 08 CHA. CHATEAU 09 VER, � VERSAILLES 10 CLA. CLASSIC 18 MED. MEDITERRANEAN 19 TRA. TRADITIONAL 20 COU. COUNTRY MANOR21 HER. HERITAGE 22 CMN. CIMMARON 28 MSN. MISSION 30 CFT. CRAFTSMAN 31 SCL. SPANISH COLONIAL 32 BOR. BORDEAUX 33 BRO. BROUGHAM 39 REN. RENAISSANCE 40 VIE. VIENNA 41 TUS. TUSCAN 44 CLS. CALAIS 46 ITV. ITALIAN VILLA 58 PBC. PALM BEACH 8 CRB. CARIBBEAN 81 CST. COASTAL 82 U) 0 U U U Q W C0 L 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. March 30, 200118 OF Ft 0 e y A • yy R %73 3 h'ED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Ll o M Uj J rl 00 0 d ) T OC) N L J o c. Q Q M LL U Q U _LL L _j M Z U d a-ao 2 0 W Ln Eo6� S < J p N U _j t.0 o N C" i R� f c.'u }� I j U -LJ �A �.I f U I f O a. � z LU Q r � j N "-' J _ N 00 _Z C!) Z c j o - Lij� LIJ LLj H LUW U C11-1 0 SERIAL. NUMBER 1017.0 L C) U ry •L 0 n - 2E z w ' O � z z Q O � z U) O ~' _ i LU oc cn w O a 0:� 2-- ca O w J LL_ o LU � O a � o z ILLJ Ca w Q > ~ O LU � w z�-T- F- LU Fw O J w Z Ow O L O Q LU Q z � O LU Cx� LU0 U O Q ckf O LU } z = z w W O 0 J F— z J = a ��o LL. LU 0 � J U c):f m cj:f cc c:) o O on Q � LLJ Viw i z o° azo cepa w w = a � z w mQ> J O J J J z Uw Ln 0 0 U) J O af U LU C O� a O cl- z _ O F- D Un LU �v)OC�7 Q LU Ca CQ J 2 LU z = w �U)wEn J w 2 Q U a c):f m C9newz O > O LU ZUO= Lr) � 2: U_j Ln LU 0 F-Qw� moCa-z n Q > O z z = Cl LU z U)C Q LU L0 Q w cn LU O U) LU z LU LU _ Q Q = p w w z O w z O z t� �ZO Q cn O Ln z z w Q rn ~' d f_af LU 00 LU � o z CS w ti Z Q w w cwt z w O �ap *--+ (n af w Q U -i = ~z z= 0 � (V Z LL' L��cm LU MZ = Lr) cs O ZD C) Q�� 0 w m w J Z J LL_ J O O w aCUF-O ICS 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 E -DOWNS MAY BE NECESSARY. STRUCTURAL DESIGN CRITERIA LIVE LOADS: ROOF RESIDENTIAL FLOOR, UNLES- OTHERWISE INDICATED BALCONIES/DECKS STAIRS ATTIC WITHOUT STORAGE ATTIC WITH STORAGE HABITABLE ATTICS SLEEPING ROOMS CONCRETE STRENGTH @ 28 DAYS REINFORCING: CONCRETE MASONRY UNITS: 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 ASTM A615-60 60,000 PSI ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF FIBERS PER CUBIC YARD ASTM C90-01, STANDARD WIGHT UNITS, fm=1500 PSI MORTAR TYPE "S" 1800 PSI CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED DURING CONSTRUCTION STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD STEEL: WELDS: E70XX ELECTRODE ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 WOOD BEAMS, RAFTERS, JOIST, PLATES: U.N.O. NO. 2 SOUTHERN YELLOW PINE (19% M.C.) FRAMING: ROOF DECK: PLYWOOD C -C/ -D, EXTERIOR, or OSB FLOOR SHEATHING: T&G A -C GROUP 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 2.0E 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 SPECIACONCENTRATED LOADS. DESIGN FOR NEW WIND UPLIFT AS PER SPECIFIED C DES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD LOAD, BUT NOT EXCEEDING CTUAL DEAD LOAD. WOOD FLOOR DESIGN LOADS: TRUSSES: DEAD LOAD: 20 PSF LIVE LOAD: 40 PSF TOTAL: 60 PSF j FOUNDATION/SITE PREPARATION: 1. FOOTINGS WERE DESIGNED FOR AN ALLOWAB E 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 PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALLOIL FOR TERMITE PROTECTION. 2. THE OWNER SHALL RETAIN THE SERVICES OF N INDEPENDENT GEOTECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION 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 MINIMUMESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET HALL 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, ANDEST PI IDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). PON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE 0 COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONT OL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE EATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE ITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSU ER SERVICES." 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BORA-CARE" PRODUCT METHODS UST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WI H THE BUILDING DEPARTMENT. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. OPTIONAL BORATE APPLIED TO ALL FRAME MFMBFRS WTTHTN )4" 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 I% INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 e 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 OFA 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. STUCCO 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 1/2" INCHES LONG HAVING A HEAD NOT LESS THAN %e INCH IN DIAMETER. MTDDODC MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. N v A r AInTGC 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. cNnU1G0 PF -An HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE T-4" HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6-10" r:FAIFDAI IUnTFC 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. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL. CODE & ALL z 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 w CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY, THE LOCATION OF SERVICE AND SHALL LOCATE U) METER AND PANEL AS REQUIRED. 0 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. 0 Ono 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. `. R 967 ,r V REQ�G Ovan G. 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PAD, 3 ABOVE GRADE �w A A7.18 55'-0" 241-011 21-11%1110" 10'-11" 10" 2'-11%11 121.611 0'-0" ELEV T.O.PAD 3'-0" 6'-6" 3'-0" CLASSIC In 16'-0" 201.011 m 55'-0" STE PER GDE '-10" 4'-4" 1'-1011 %I T'-8" 1'-10" 14'-6" I 25'-6" A 11'-0" 1 NOTE: STEMWALL FOUNDATION NOTE: FIELD TO VERIFY ALL GAS LINE LOCATIONS PRIOR TO POURING SLAB ADDITIONAL NOTES, SCHEDULES, & DETAILS CAN BE FOUND ON THE A1.N SHEET, U) O U U U LLJQ m 6WA z J Q FRI TO T -.E BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAA ING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING ODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. 0 PRE -PLUMB FOR � � 0F_�I.O .rte CD FUTURE OUTDOOR GAS LINE FOR FUTURE "�"-J M SHOWER BARBECUE AREA STEP PER q r`' Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA -' GRADE 1001 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 1 J L,____________________- -Li W u.1 J II 1 1 'i 'HB ate+ ao00 Z LU U¢ r,1 >% 1 C 00 J I -L cv 161_011co > ^o CL O V (D I I I I N S /� z a ¢ a t +r �0o V t j kn ' i PROVID�I_ I 1 1 11 1'"311 1 w o I i 1 0 -0 i i._i_ fl. ao Q _ E r1t < N GAS LINE ; ; ; FINISHED FLOOR . T ; ; PRE -PLUMB cn PAVERS ON J J Q t.0 O l0 d o FOR POOL 00 I 11 I I i i FOR FUTURE STEMWALL 1 &SPA 00 I 11 o i i BARBECUE S LU i c AREA PRE-PLUMI , 1 1 .r.l0 J 1 z LLJ DC o U FOR POOL I 11.611 I I �� & SPA n 9'-1"— I 1 1 J PROVIDE ELECTRICAL I z LU J 0 4< w I l i " i i o, CHASE =�==_'===_ -, i 4 PLUMBIN ~ B - - - PROVIDE GAS LINE TO I i 1_ ' I WALL, TYP. U.N.O. - - 1 - I I - - - 1 I - - Q - -I- ---- -- - ---------------, i I L�=] -- -' 1 1 { J Q Z ' N oo -E 7.18 Z I (D M,1 I I F- 2� \ o = I j TANKLESS GAS WATER I I I I cn HEATER I Z N I I I I 1-1 ',W w 0 0 1 n -I_ II I I� L_'JJI GAS LINE - 6 PLUMB. - 00 i 1 , , ---------- --- -' -5 1/ r I M i i w WALL I i i I FOR 1 1 1 TYP. > �' I I COOKTOP ZD �---� I AT �\ I-- --_---- ---n- 1 1 FLOOR i i I 1 Ia - -- ---- --- '��\M 1m OUTLET 131-3 L VERIFY IN FIELD W/ 8'-11" --------------J ' r J 10'-4" 3'-6" i 1 t '- I I TOLL BROTHER'S P.M. �' 4 PVC CHASE FOR IT �' 6" PLUMBING WALL 11111 � � ; ; NOTES 9 , ,ILII ' I LJ FIN. FLOOR TO BE 18 A/C @ SECOND FLR _ i I i I i Sa J �� MIN. ABOVE CROWN OF r, , 1 6 PLUMBING WALL R 1 , 1 I l i i i iF= ROAD. i I 1 r) I I I I I ------ ---------- ---- ---------- I `______________-�, C=====I 1 � O I 1 1 I I I WATER GAS LINE FOR SLOPE1.611 SOFTENER LOOP DRYER I i i u i TEP 1 I 1 Li3.011 I II 1 81.911 1,-8„ .7 O 77 1_011 2'-9" I 1 ii II II l I I iL--------------- n 1 II -� 11 I i---------------J-----I I I I I J � i ----- J I J 1 1 ii 1 1 i ii - Cn I 1 TYP. 48"x96" CONC PAD l N TO BE 3" ABOVE GRADE a, - 00 o N N N (D N 1 I I _J I LU o O w I VARIES 1 61_311 HB_II - ' 2 1 r � I I I TY . 2 GAS_= _ LINE TY . 121.411 I 121.611 HB 0 1 I 1 1 r---� N L --------8Y211 _ I 11-5Y211 - - 1 GAS GAS— 8'-011 PAVERS ON o 0'-0" ELEV 0 LINE LINE 17'-11%" 101.211 STEMWALL ', T.O.PAD M -I 1'-0Ln " _ _ u i i I II I II II u CLASSIC In 16'-0" 201.011 m 55'-0" STE PER GDE '-10" 4'-4" 1'-1011 %I T'-8" 1'-10" 14'-6" I 25'-6" A 11'-0" 1 NOTE: STEMWALL FOUNDATION NOTE: FIELD TO VERIFY ALL GAS LINE LOCATIONS PRIOR TO POURING SLAB ADDITIONAL NOTES, SCHEDULES, & DETAILS CAN BE FOUND ON THE A1.N SHEET, U) O U U U LLJQ m 6WA z J Q FRI TO T -.E BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAA ING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING ODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. March 30, 2018 0F_�I.O .rte �i AIS %7 4ED� Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W u.1 J O m r-1 00 01-- ate+ ao00 Z LU U¢ r,1 >% 1 C W oc > ^o CL O V (D U_ S /� z a ¢ a t +r �0o V t j kn L 00 co a)oLn� ¢0 Q _ E r1t < N J a ¢ J U I� J J Q t.0 O l0 d o r1, LU S LU i z LLJ DC o U 0 z LU J 0 4< w LU { J Q Z ' N oo -E Z I (D M,1 I I F- 2� \ o = I j LU U L.ia w w 00 i T� ZD �---� 0 1m 1017.0 U M z LL- O � z z o � zc�nw o�= LU a cl� � z m O W J ohCD Cl - 0 z I W Q >~o W F- , m = W QFz O LU LU O > O ED LU Z O pf W Z V O Q jW a (n 7 a O z = Z W C'c 0 LU LL- J F- Z J 2 Q � O intf Cl- d J um � OU Z a LU Q DC V LL. W Z m Z � � Q W W = a � Z W ED Q J O J � J LL- LU Q ooh (Dc)U') J O ao� o� aO z =mo �oLf) �C� t;: U) nuiO7 Z mO°,z� J LU < Z = 0 W W U) OcnQ= Q�(n} C7 oC w CO Z �0>> 0 QZLU ZO g W (n (nWoz LU (D F—¢W� m � a z oQLuo Lu zz=o cwn��Q w cn Q ao=z rn U -)O O W w LU Q � fy- o W U LnW Zow� z z z Z Ln 0O Z ouzo O Q Q0�� aLU LU LU W ,L- z LL- = U [= O W QLu F- L) (D --I = w�LU� ED oa=� LU W Co W .-. Z J ►Vy IZJLL- 1 O O LL - <c Q V 1— O 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' w SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, AS CONCRETE ALLOWS WITHOUT RAVELING SAW CUT DETAIL A1.N SCALE: 3/8" = 1'-0" FRONT WALL OF GARAGE PROVIDE 11/211 D x 5" W RECESS AT GARAGE DOOR PROVIDE 4 1/2" D x 811 W SLAB RECESS BRICK PAVERS GAR. FIN. FLR. -=II••.•r�.�ill�l ►_I� I - I11 a. IIIA SECTION @ GAR. DOOR SCALE: 3/4" = 1'-0" PLAN VIEW RECESS IN SLAB GARAGE DOOR SLAB RECESS SLAB LAYOUT NOTES: 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS. 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE 4. PROVIDE 8"X 11/2" RECESS AT SLAB PERIMETER (TYP,, U.N.O.) 5. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. INDICATES DOOR OPENING U) O U U I - THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS .'RAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. March 30, 2018 yy f R 9673 ,r Ij REQ ACF Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W om Uj o m r -I 00 Q co U �^ ) w Q:>00oQ It O J c) M LL.U � L �JL i (ji Z EL Q aIO i� O O V W Ln 00 L m rll2 Q -� L o E 0 1- < E J oma. ¢ U N J J J d r' C) Op rn O i (x_ Z LLJ :f W 1— ne m U) I I N ; U L1J W I z ' (D O f z U W t I i N W _ J 1 N Z �� '. z o of o I E- LU CDk f U tj 3 Q W C) ;025 I' ^ V / W LUo 'U U) (n W 10 z !z 0 4< m LL Y,> 1 NUMBER 1017.0 1 L1 C) U a� Ia 0 a m H Z LL_ . O C1 Z z Q O z cin oma= cwLLjQ a o� oc z LU J LL_ J CLU l CL z O LU = Q >F- o LU F- =:) w Z 2 QF_z ohC) J w Z oWo w 0 ED QF- z Q=o pf w z U U Q LU O z = z w F- C:) - Ll_ ~ 0 LU J F— Z J = a �C)o oaJ U oC m � OU Z ago oOv Ce � U i w Z Co Z Z �Za =a� CZw mQ> J J O J � J Q _ LL_LULn p�cn o� J O 6f Ln T r oC)t� a o z =mo F-LUo� Q=cis LU co C1 J LU C) z = w L w En b U)J w 2 LU Z U f - Q�c CnM_ W C7 ow z O >O QzLLJ zo g w cn =Ujwo F- of 0 Co oice LUo F— Ln z LU LnnLnJ Q w Q t�o oc "j cn C> LU o� LU Q � o = U En w I. F- C) Ocn z a Lo o z1—. z w � Q Q 0 CZ �a�Q LU oo z w LL_z Q zUO w QUj z = z o (7I— z '°o OV ^/ . F— LU,t5 w M w J Z J LL_ JooU- Q U H O A A7.18 55'-0" 24'-011 ol 18'-6" 12'-6" 2,_11/11 1011 101.111, loll 2'-11%,1 3'-0„ 6'-6" 31.011 ol PRE -PLUMB FOR 81-4" 12'-8" FUTURE OUTDOOR 3'-3" SHOWER BOX BEAM TO — o COLUMN WIDTH B \ B o o0 STEP ---------- H R &SH I BREAKFAST HB o GAS LIN -------------- I GAS LINE FOR PAVERS ON , STEMWALL B AREA M OR FUTURE W.I.C. I---------------�-- � � BARBECUE _ 10'-0" CLG. _ 1 II "_ "" AREA OOL &SPA ; 10'-0" CLG. I I 12 -0 3 16'-0" ' 1'-3" QUIPMENT ,_ „ I COVERED o M 0 51-411 171-8" LANAI ILD IL cni = o PRE -PLUMB 1 11, a' 111.611 PRE-PLU as; `� I z 1 _ I 6" FOR BARBECUE 10'-0" CLG. FOR FUTURE °�' I MASTER o 1 > N CD POOL &SPA �i I BEDROOM v ImI AREA MT 3 2X6 WALL, TOP @ EQUIPMENT i I 9'-4" TO 10'-0" p 1 � I 34 1/2 ROUGH I 1 COFFERED CLG. zjo 101 0° \ I GOURMET JI" 19'-411 I �' KITCHEN ___ TEMP. GLASS SHOWER , 1 I I - -7 1, I I— I I = I I 10'-0" CLG. R& SH ENCL. ON FIN. FLR. 1 3 oo I I I I [11 U 1 11 �,— 11—J ,� , II � , 11 I i i I 1 11 ---—----3-8— 3 3-6 22-4 I I 8-2 B I ol - A7.18 TANKLE - - - - I GAS GAS WATER 5'-0" 9 DR & SH -- I COOKTOP - HEATER MASTER O 4 -0 FLAT SOFFIT o 1 D/ SINK - - "� FAMILY ROOM - �" I I BATH M =i o @ 9 -0 CLQ 10'-0" CLG. O IW/ DISP. 101.01' CLG. "' U) `r' "' 00 1 i i I 06 "' T' 1 1i D.W. 4- W . C. 1 II , 11 I I 11 I IL.__._ , II I I II o , 8 12-2 6t4 61-811 I I 3-0 2- _�, o _ _ d OWER SE T O I I _ I -oma, _ T +18" A.F. L T 10"x10" AIR I I - _' C' N ®I JUMPER N DBL. '� LINE OF SECOND - FLAT SOFFIT o OVEN 51_O„ 3,_ 011 9 31.2,1 1 ,-�1-_-, i r® -r - � 0 10'-C1" I 1, � � I FLOOR ABOVE = I oo '- -(1 .' L J ;' CL'G. @9 -0 CLG. PAS _ iu I i - - 9,_6 11 �n 1 , � OnMT I o _ - - - FLAT SOFFIT @ REF. 411ACEI UNDR I I `� 9'-0" CLG. N SPACE _ KS --J 0'-0" CLG. - o I 11 - 1 11 1 11 , „ r� ----- 13-2 ko 6-4 3-6 6-, - 6 (� 1.6„ :. 6,_811 6,_411 51_411 CABINETS ABOVE--/jSTEP POWDER o ALL = I 11 WATER � 6 8 0'-011 ,� WALK-, O CLG. /C COMP. # SOFTENER PENER RVENT OOF TO $ROOM �, -_--- 3 CLG, `� PANTRY CLOSET 10'4' CLG. 6" I I 3 CAR GARAGE VAULTED CLG. 11 — -- — 6'-2" 3' 0" 2'-411 I 11ol A/C COMP. #2 9.0 CLG. LINE 01: SECOND `� 3 I I �— — - ------------------ — FLOOR ABOVE FLAT SOF,IT 1 1 ;> I 2'-0" 10 6 @ 9'-0" C G. 6" I I i Q l TYP 191_0,1 I i N I 101_211 %J D_ 3'-811 2,_4, 611411 i I 111_611 I 4' HIGH _ ' O , O 11 WALL AT 22" X 54" ATTIC 1 o TWO STORY ; � I I 6 - SERVICE N I I , =N ACCESS 1 LINE OP' GAR. DOOR ABV. r- FOYER o I I �Z DINING ROOM I Il COURT. SEE 1 ,-------------------- - - � 1 11 ' '-� , o _1 DETAIL 9 ON i ------ 20 -4 CL I I iU I I ABV. - N 11-4 TO 12 -0_ LINE OF GAR. DOOR ABV. I 2 1 1 1 I COFFERED CLG�1 I J ------------------------------- SHEET ,-- ---- --- i I � OAK STAIRS o A5.2.18 _ , i 1 i i i, i i I iw I I � I � ABV,_J1 � 36'" HIGH OPEN � UP H RAILING SPACED TO _ FLAT SOFFIT 12'-011 ABV. I1 REJECT A 4" SPHERE i C=) MT J I 9'-0" CLG. �O ko 61_6 X11 21_511 : - rlg Oo N N I GAS o --------- ----- LINE � j GAS O GAS 1 M COVERED 4 I I J i I LINE LINE 1 '� ENTRY = ' - M Cp I PAVERS ON 18'-4" CLG.- 1 ABV. 11 ABV. J 1 I ABV. I l �, o 1 I ko 1 ST MWALL I Ilk !1k jk 8Y2„ � STEP 21.011 1[1.011 2'-0" 8'-9 211 11-1011 41-411 1'-1011 1.811 1-10" 12'-4%" 12'-4%1, 3,_11 IX o -L 20'-0" 9'-6" 14'-6" 11'-0'1 55'-0" FIRST FLOOR PLAN A718 SCALE: 1/4" = 1'-0" CLASSIC COMMUNITY DEVELOPMENT APPROVED ,DDITIONAL NOTES, SCHEDULES, & DETAIL! AN BE FOUND ON THE A3.N SHEET. oC O (Q U) Q m Q V J O U U U W co U 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, March 30, 2018 p� ti F FL� " ' x R 9,673A.xr 1,/y4La . S ED A:RG Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W [io al L2.3 :D O M 00 W Z U < � LU1 k1q>�o a Q r O ¢ U �� Z z a U ¢ a�0 2 tli VS 0 L 00 m Q) In Q -� E0�< J Q U N _.., J d kD o �r 0 N 0 s Lu Ce - ! Lij LU Lj cj 0L c) LIJ DC U O 0 LU N w I Z N �_ 0 � G i 0cc 1 w Li 1 e 00 �t N C:)LL- d v4 f �i LU LU oc w LL_ T: 1017.0 L C) U ro a� .L Q 0 a m F- 0 z w �z z Qom w '= wj:eF— �� z °° W J LL_ Inpo LU a o z I w Q �F- o LU F- =) w M = -r- 2-- F- F - LUQ F z 0 0 J W Z oW0 w 0 F— U) 0 Q Z oC W Z U LU O Q ��o LU �- z = Z W oc -� 0 LUO J F - x O �w 0 0 J C13 LLJ Q cx�O O z 0 w Q oc VLL. u' z ~zz �Zw Q W = a F- >-jacf w cc J J J F— J Q F- M LU 00� J 0 oC F— (!)U CL. o2� C2 Cl:: ca- 0 z = coO z�C)z Q w m Co W J U -i Z = w wLn J LU _ of Q :5 U) >_ aim L7 oc w z �0o-- Qzzo gwLf) =(�LU0 F— z w F— mc�z LU C:) z z = o z cwr)O�Q U? wQ LU w 0 Ow z w D � 0 = Q Q QU Cc D w Ln w F— z o W zOzz� z 0 C1. U') c) 0 Z�W'�Q Q 0 cn F- a LU � m � M z LU w z Q (��ww ¢¢z w O Qw�� z=zo C7 F— z w�Cm oo= n Q�cc), �)� LU W Co W __j j O O LL - :;7C Q U F— O B - - A7.18 SECOND FL SCALE: 1/4" = 1'-0" 0 F_ 00 OOR PLAN 611 • OOF BELOW 15'-811 BEDROOM 3 9'-0" CLG. 611 22X30 ATTIC 7'_6" 3'-8" ACCESS PANEL 11ol 24X36 1 11 1 ATTIC ACCESSN, A 11 L__1 �_j Jv A A7.18 I I I I in I I O r I I BEDROOM 2 9'-0" CLG. I O r-1 N I 6'1 I 51-1011 61-611 I 14 R& H r-- - 91-011 N R& SH 2,_ 11 I L7' \\\ CLG. A. U #L---- -�J L 11 I _ \.....�' _ 1 11 1'-6 31-911 , 1'-11" _ rA lad 5'-8" 2'-0" l0 O 14 I --- 1I - - INEN — __q 12'-811 31-011 21 })IL 111 _ �}11, 1 , BONUS ROOM- 9'-0" CLG. N _ 101-011 11 61-0" N o BATH 2 0 �, 11 9'-0" CLG. CnO - R & S 611-- ? N am N '-0" 14 0 I ATH 3 N 11 00 19'-0" CLG. GAS DRYER flE_ VENT TO ROOF i -6„ �, 4'-0" SLOPED BEDROOM 4 CLG. 9'-0" CLG. OAK ROOF BELOW 611 STAIRS — — — — — — — — — — — — - - — — — — — — — - - - 51-611 18'-6" 11'-0" 44'-0" CLASSIC a• 11-011 A 7.18 I 2 0 ATTIC o ACCESS PANEL I '� I M � 1 ROOF BELOW I MECH. 1 CLQSET 1 9'-0' CLG. 1 - 0 I `t #2 1 — Ln 11 I L FLAT SOFFIT @ 8'-0" A.F.F. 1 1 9 -61 0 LOFT 9'-0" CLG. �. 3. –1x6 CA ON 2x4 DN. HALFI ALL @ 42" _ HIGH �OUGH _� (TYP.) EDA G Ovan -- - AR 96399 Manuel Gonzalez, AIA --- --------- -------- Javier Hernandez, AIA AR 98560 I 81-811 -8'1 - 72328 -- TWO ST RY (� o FOYE 1j J -- - 201-411 C G. 36" HIGH OPEN 00 (F- -- - -- - LLS 100 SPACED C} J QMH O IRAILIN I F-1111� I TO REJ CT A 4" a -C U SPHERE I I 11-011 A 7.18 I 2 0 ATTIC o ACCESS PANEL I '� I M � 1 ROOF BELOW I MECH. 1 CLQSET 1 9'-0' CLG. 1 - 0 I ---------J V .>ft f. IL 4 COMMUNITY DEVELOPMENT APPROVED or -0 O Q Q m Q 1 O U U U Q C0 U 1-1 z Q TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING I I I I I I I I I L I ---------J V .>ft f. IL 4 COMMUNITY DEVELOPMENT APPROVED or -0 O Q Q m Q 1 O U U U Q C0 U 1-1 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. March 30, 2018 �. AR 9673 EDA G Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W (� o m 1j J o m rl 00 00 (F- Q J a) rn MC C} J QMH O lJ -LZ a -C U a ¢ W t!) i-. °'.0o 0 L C:00 M no Q) M Ln E0�< m Q cL J 0 N U J iD 0 4m O N I 0 Z LU N !U LULLJ O z mr-w Q W J � 3 Z N1 00' Z M o Oj ' LLJ Cn A n Q W g ' LealLU = zl 00 z O o rn z O LU ---I F77! NUMBER 1017.0 21) z w �o Qz z o zc�nw oma= =) oc z O° O w LL_ --' Q OLU CeO a - z i w Q LIJ ��o Q O = z = f— Q�z 0�0 LU o>o w O Q LU o w oCwz Uoa z = z W � Q � oc Q � O J �0o �LL. m � Uz QAC) QOcn a Ce U LL_ w z ~zz �U.)Q w w a (D >- LU ED O J J Q LL_ W Cn O�cn o� O V O a O z = m O �LUoU) 4 W cn mmw� J QU-i JQ 0 Q z=Qw �(-nw(f) J w _ �C)rm C7 oC w Z �oo, Q Z LU Z O =Lijwo LU CO C1. Q Q > O Eli U Z Z = Q z U-1 M Q w cn w o occri�U, Ow w Q � QV�'U = w � w � Z O w zpz� z O a O Q�z z w C=:) Q Q�zcle a w Q LLI LU o z w w z Q (D0ww Z w O Quj z = z o w�cnn'�LUm �o=U) cn . F- Qt5 Cw CO w J Z J LL_ O O L. Q U 1-- O __DOOR CALL -OUT (�FDOOR TAG DOOR .1.3CHEDULE SCHEDULE CLA LOCATION TYPE ROUGH OF SIZ SIZE REMARKS 1 THERMA TRU INSUL. ENTRY DOOR 24 1/2" X 3'-011 X 8'-0" W/ 12" SIDE LITE TEMP. 2 O.H. METAL GARAGE DOOR 36 1/2" X 8'-011 X 8'-0" C 3 SLIDING GLASS DOOR 6 1/2" 16'-0" X 8'-0" TEMPERED, 4 LEAF 4 O.H. METAL GARAGE DOOR 8 1/2" 16'-0" X 8'-011 E 5 DOOR 0 1/2" 2'-8" X 81-011 SOLID WOOD NOT LESS THAN 13/811 THICK OR 20 - MINUTE FIRE - RATED 6 NOT USED 1/2" LOW -E VINYL/ EGRESS LOW -E VINYL LOW -E VINYL G 7 HOLLOW CORE DOOR 1/2" 2'-6" x 8'-011 FIXED 3020 8 HOLLOW CORE DOOR I 2'-8" X 8'-011 24 1/211 X 9 HOLLOW CORE POCKET DOOR I1 2'-811 X 8'-0" 24 1/2 X 181/21 10 HOLLOW CORE POCKET DOOR SINGLE HUNG 3060 2'-611 X 6'-8" LOW -E VINYL / TEMPERED 11 HOLLOW CORE DOOR 36 1/2" X 18 2'-6" X 6'-8" LOW -E VINYL LOW -E VINYL/ EGRESS LOW -E VINYL/ EGRESS 12 NOT USED (2) 36 1/2 60 1/2 L 13 GLASS SHOWER DOOR 2 1/2" 2'-0" X 6'-8" TEMPERED 14 HOLLOW CORE BI -PASS DOOR N 5'-0" X 6'-8" 15 NOT USED WINDOWTAG WINDOW (�EWINDOWCALL -OUT SCHEDULE CLA LOCATION TYPE ROUGH OF SIZ ENING REMARKS A SINGLE HUNG 2050 24 1/2" X 0 1/2" LOW -E VINYL / TEMPERED LOW -E VINYL / EGRESS B SINGLE HUNG 3060 36 1/2" X 2 1/2" C SINGLE HUNG 2030 24 1/2" X 6 1/2" LOW -E VINYL D SINGLE HUNG 3040 36 1/2" X z 8 1/2" LOW -E VINYL E SINGLE HUNG 3050 36 1/2" X 0 1/2" LOW -E VINYL/ EGRESS F SINGLE HUNG 3450 48 1/2" X 00 1/2" LOW -E VINYL/ EGRESS LOW -E VINYL LOW -E VINYL G FIXED 3030 36 1/2" X6 1/2" H FIXED 3020 36 1/2" X 4 1/2" I SINGLE HUNG 2060 24 1/211 X 2 1/211 LOW -E VINYL / TEMPERED I1 TRAMSOM 2016 24 1/2 X 181/21 LOW -E VINYL I SINGLE HUNG 3060 36 1/211X 72 1/2 LOW -E VINYL / TEMPERED 31 TRAMSOM 3016 36 1/2" X 18 1/2"' LOW -E VINYL LOW -E VINYL/ EGRESS LOW -E VINYL/ EGRESS K SINGLE HUNG 3050 (2) 36 1/2 60 1/2 L SINGLE HUNG 4060 48 1/2" X 2 1/2" INSULATION SCHEDULE LOCATION TYPE R -VALUE U.N.O. CEILING @ LIVING AREA FIBERGLASS 38 EXTERIOR WD. FRAME WALLS FIBERGLASS 19 WALLS TO LIVING AREA I FIBERGLASS 11 RAILING @ 36" FOYER 1" NOSING (--2�STAIRS �'�.NSCALE: 1/4" = 1'-0" CLASSIC NOTE*18 RISERS @ 7 5/8" 16 TREADS @ 10" 1 LANDING *ACTUAL STAIR RISERS TO BE VERIVIED BY CONTRACTOR IN THE FIELD RAILING @ 36" ll.l ostNc P.1" ,a —WD. NAILER —1/2 PLYWD. 2x12 WD. CARRIAGE (3 REQ'D.) 2x WD. TREADS (NOMINAL) TYPICAL 4R @ 7 5/8" = 2'-6 1/2" 2x4 STUD WALLS (--�3DETAIL �'�.NSCALE: 1/4" = 1'-0" CLASSIC N FIRST FLOOR L 0" FIN. FLR. A3.N SCALE: 1/4" = 1'-0" CLASSIC 11'-4 3/4 STAIR RAILING AND March 30, 2018 GUARD RAILING NOTE o r4 v - ___ STAIR RAILING AND STAIR GUARD RAILING M 0 SHALL BE CONSTRUCTED TO WITHSTAND A II _� 80 � II AR 96399 � In UNIFORM LOAD, NOT CONCURRENTLY WITH THE �H CONCENTRATED LOAD, OF 50 POUNDS PER Orf LANDING N FIRST FLOOR L 0" FIN. FLR. A3.N SCALE: 1/4" = 1'-0" CLASSIC 4 D ETA I L A3.N SCALE: 1/4" = 1'-0" CLASSIC U U U LUQ C0 MW J 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. STAIR RAILING AND March 30, 2018 GUARD RAILING NOTE ♦ ♦ t � STAIR RAILING AND STAIR GUARD RAILING , `. SHALL BE CONSTRUCTED TO WITHSTAND A i ac`s CONCENTRATED LOAD OF 200 POUNDS APPLIED D AT ANY POINT ALONG THE RAIL IN ANY AR 96399 DIRECTION. IT MUST ALSO WITHSTAND A Gonzalez, AIA UNIFORM LOAD, NOT CONCURRENTLY WITH THE Javier Hernandez, AIA CONCENTRATED LOAD, OF 50 POUNDS PER Sang-Yub Lee, PE LINEAR FOOT APPLIED ALONG THE RAIL IN ANY W DIRECTION. INTERMEDIATE RAILS AND POSTS [� (IN -FILL) SHALL WITHSTAND A HORIZONTAL U _ LOAD OF 200 POUNDS APPLIED AGAINST ANY 0� ONE SQUARE FOOT AREA, NOT CONCURRENTLY Z WITH OTHER LOADS. Ll3o ul 4 D ETA I L A3.N SCALE: 1/4" = 1'-0" CLASSIC U U U LUQ C0 MW J 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. March 30, 2018 ♦ ♦ t � f. , `. ("yam +;� R ('� 9,673 ,673 ♦tf i ac`s D Ovan G. Drummond AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W [� o all U _ o m 00 0� 00 Z N � Ll3o ul 00Q U_ - _ O M Q L" L LE _ Z w V) �. C m CY_ 0° L � °' °U Q � E0�` J < p N U < iD C) I'D N O f o f LU LU LU UI Q to J) O Z Q J oC U a w; LU W 00 Z '-'-' ' Z ori v i F --I C , 4 s Lij _I (� LU UjQ I W C) C6 W J Uj U W z o z z rn 0 O LL 1017.0 d L V fu �L CL C) E CQ O z LL. �o � z Ly z ¢oma o�w a of� oc z O° OW W J J Q � 6 a � o z OJ WLU ¢ >~ o o�-n �W z o= ¢�z O LU w(!) Z O w O W O 0 Z Q � O 0 � nQ woo w � z = z W 0 � o J � Z ¢ O O �LL_ d J Cl - U m Z ¢ Cxf a in Z O w ¢ c oC v � z z z W Hti - C) C) cc J Q J J � J ¢ F_LU oh o O`n� � } 0 w (4 V ao� o� a o z =mo �LUOC7 CC Z immW� J � LU Q m Z = M W W� J W _ (DC)r-wz �oo� LU o'zZo g W cn (DLUo H ¢ W F mac�z W �W V Z Z = Ci Z W ¢ WCn _ Z W � � O oC (n (1 OW z W D � LU m V = m LU _ c1)LU zOzz� z O cn Ln O 0 ¢ o aLU w ¢ cLU H L ,L�UU_ Z ¢ `J U W LL_ z W O ¢ LU z = z O ¢bc.,� W CO W J Z J W JOOLL- ¢ U F— O 0 1 0 FLASHING .............................................................-............... -------------- 2ND FLR. HGT. - T. 0. PLATE--- . ............ . . LATE --,_____............_. 45 5.3.18 FINISH FLOOR k__ -- 11F I I iiiil i �� YNe11�i/LlI�i1Q1 -dl I \� I I I I � I I I I T. 0. PLATE ROOF PER CONTRACT I FLASHING �fihl��i/L�f1�1 60 ------- T. 0. RIDGE ---------------- 10 BOARD & BATTEN 7 .2.1 _E — T. 0. PLATE @ TWO ' STORY FOYER I -- - --- ---�- ---- T. 0. PLATE - I i -FLASHING FLASHING T. 0. PLATE ..... _ .............. ...... T. 0. PLATE- --------- _ @ ENTRY o _ CD .................. T SIC I FINISH FLOOR Ib— I d; L� pff FLASHING - PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS, TYPICAL UNLESS NOTED OTHERWISE. - FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH ELEVATION. "CORAL -LIGHT" OR EQUAL PRE -FINISHED - FOAM APPLICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS. U.N.O. - PRE -CAST STONE APPLICATIONS, SHALL BE 'STONE CAST' FROM FOAM FACTORY INC. OR EQUAL, AND INSTALLED AS PER MANUFACTURER SPECS. - TRIM WORK FINISHES SHALL WRAP ALL OPENINGS EXTENDING AT LEAST INTO THE UNDERSIDE OF THE OPENING. - METAL WORK IN INTERIOR AND EXTERIOR RAILINGS AND APPLICATIONS TO BE FAUX WROUGHT IRON ALUMINUM. bo - THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER. - THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING WITH THE SUB -CONTRACTOR / MANUFACTURER AND THE ARCHITECT/DESIGNER IN WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND APPROVED PRIOR TO INSTALLATION. - ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING HEIGHT OF COACH ri LIGHTS WITH TOLL BROTHERS P.M. T. 0. PLATE FIN. FLOOR N O ADDITIONAL ELEVATION NOTES: 1 - PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" HEEL 2 - ALL HIPS TO BE MANUFACTURED WITH A 11/2" OFFEST AT CORNERS 3 - ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN ADDITIONAL 1/2" DROP COMMUNITY DEVELOPMENT APPROVED METAL ROOF SYSTEM %DDITIONAL NOTES AND SCHEDULE �AN BE FOUND ON SHEET A5.2118 et O Q U) Cn Q m Q O U U U` Ujm U F—� z� Q T� O __j 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. March 30, 2018 M. e 0 � C? ,i .1 i. JI R 9673 .' A.. _J SIC I FINISH FLOOR Ib— I d; L� pff FLASHING - PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS, TYPICAL UNLESS NOTED OTHERWISE. - FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH ELEVATION. "CORAL -LIGHT" OR EQUAL PRE -FINISHED - FOAM APPLICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS. U.N.O. - PRE -CAST STONE APPLICATIONS, SHALL BE 'STONE CAST' FROM FOAM FACTORY INC. OR EQUAL, AND INSTALLED AS PER MANUFACTURER SPECS. - TRIM WORK FINISHES SHALL WRAP ALL OPENINGS EXTENDING AT LEAST INTO THE UNDERSIDE OF THE OPENING. - METAL WORK IN INTERIOR AND EXTERIOR RAILINGS AND APPLICATIONS TO BE FAUX WROUGHT IRON ALUMINUM. bo - THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER. - THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING WITH THE SUB -CONTRACTOR / MANUFACTURER AND THE ARCHITECT/DESIGNER IN WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND APPROVED PRIOR TO INSTALLATION. - ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING HEIGHT OF COACH ri LIGHTS WITH TOLL BROTHERS P.M. T. 0. PLATE FIN. FLOOR N O ADDITIONAL ELEVATION NOTES: 1 - PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" HEEL 2 - ALL HIPS TO BE MANUFACTURED WITH A 11/2" OFFEST AT CORNERS 3 - ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN ADDITIONAL 1/2" DROP COMMUNITY DEVELOPMENT APPROVED METAL ROOF SYSTEM %DDITIONAL NOTES AND SCHEDULE �AN BE FOUND ON SHEET A5.2118 et O Q U) Cn Q m Q O U U U` Ujm U F—� z� Q T� O __j 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. March 30, 2018 M. e 0 � C? ,i .1 i. R 9673 .' A.. A'ED A Ovan G. Drummond AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 LLI o rn LLI J ri 00 �ate.+ 00 � U zW N � LU o Ln LU ai '00o E L N —I O M 3 Z Q LU tD L i .._.- 10 U Z ¢ a S S 0 /y ua to U m i C Cub, FOR < J . 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NET FREE VENTILATING O - 6.3400 AREA REQUIRED �q V 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. METAL ROOF SYSTEM ADDITIONAL NOTES AND SCHEDULES CAN BE FOUND ON SHEET A5.2.18 T. 0 FINI! I—') nnAnn n REAR ELEVATION CLASSIC M.T.. T. 0. PLATE 100R HT. ATE O 0 w 0 N C1) O U U VELOPMENT U WED w i, U F— Z T Q ai 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 22, 2018 O - R �q V ai 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 22, 2018 R �q V Y. R 96730 rD Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W (Y o M i LL1 J o M ri 00 Qate+ Lf) Z w U)�N ' LJ CCW > � -j p o LL U < to - L iL s�Y — ra U `� CL �-0o LU k n O LC 00 E fu Ii..,,L�+ �) L- o6 I^ E d J V) d a J N U r\ __j < �.o 0 ;.0 0 N W. i Ta 0; I LU j ;I Lij E Uj N aU WLU 0L U) AI j O LLA z oC U fOct t.Y..J. � I IV w_ Z I J N i 0` { OU O Un CO LU Ld Ll z W 0 U) U - j0 oC ;z Q 00 z O W iLU I W J Ln y�U) Q tl! I LU I� 11AL NUMBER 1017.0 CL L C) U L_ ca Q 0 a m H 0 zU �o z Z ¢ O z nw z Ly = a cxf offz o° C:) LU J or o coo z I wLU ¢ m >�O LU _LU M Oz m o O LU cn J W Z O W O w O oQz O QLij C) LLJ � U0 Ln¢ � R w>_ Z z w LUx =Qi C)r� LU O0 J � Z J x ¢ OO CL 0 d J 0 U ' m owcoz ¢ a O cn LU Q elf Uw Z CO ZLU Z Uj x a � Z W m ¢ > JJ O J � J O� Ln O"'Ln C) Ln U O oC Cn O� a O z =mo I—ocn LU t O C�7 = �, z mm U �R9 C21J¢ Q Q zxoLL, �Lnw(n J U-' LU Ux F— ¢ L ca or- LU �o>� 0 x Q LU ZZo _M:wLn "'foo F—�W� Cc LU zz=o z LnJ ¢ LULU En oc U cn c~n w p w o � o = mLU Ln LU o z O w � zozU_ zOcn cn O 0 ¢0cnng z 21 Uj Ujoz wiz¢ z Ur:O LU Qw�� Z = z O �o=U) =) Q�12: oWmw JZ -� LL I O o U- ¢ U HC:) L SIDE VIEW STUD INSULATION AS REQUIRED y L y J STARTER G STRIP i�LAP SIDING DETAIL "5.2.bLALL 11Z" °� SHEATHING WATER -RESISTIVE BARRIER JOINT FLASHING AS REQUIRED NAIL PER MANUFACTURER SPECIFICATIONS LAP SIDING CONCRETE FOUNDATION 5A I A5.2.18 I 5C 5,2,18 31.011 2" I Cn rh 21.811 4" SIDE VIEW FRONT VIEW 21-611 74 5A 11.211 3111 Ln '4u 111t fV 111 ("7 BRACKET "5.2. 1/2 =1 -° ' 1X4 HEAD ROOFING PER CONTRACT, ON (2) 7/16" SHEATHING 1X4 2X6 W/ 2" ROUND CASING VENT @ 24" O.C. 3/8" CEMENTITIOUS SOFFIT SILL FRONT VIEW SIDE VIEW TRELLIS M - FRONT VIEW s NOT USED �a5.2.1 FRONT VIEW L_ -V -1 oN FLOOR PLAN (6'�F ONT COLUMN (5.2.1�'3ta[ETi'=i a' ROOF PER CONTRACT METAL DRIP 2X6 SUBFASCIA 2X4 OUTLOOKER 2X4 LEDGER VENTED VINYL SOFFIT TRUSS LAYOUT 11 11 BY ENGINEER 1X4 TRIM SIDING PER ELEV, FLASHING SIDING PER 1 x 2 CAP ELEVATION 11.011 FIN. FLR. - —'I OVERHANG "' �< -WALL PER 1 X 6 TRIM PLAN 1 X BLOCKING CAULK AS NEEDED e�TRNSITION DETAIL SCALE "5.2. 1 2X RAFTER TAILS @ 24" O.C. METAL DRIP CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. March 30, 2018 I -4 1X4 FASCIA I1-411 r 7 2X6 RAFTER TAIL 0' H. @ 24" O.C. R 9673 .' w WALL, PER PLAN �� ED PA, 4" TRIM @—� SIDING PER AR 96399 CORNERS (TYP,) ELEVATION AR 96730 �4EAVE DETAIL ".2.SCALE COMMUNITY DEVELOPMENT APPROVED ('g `,GABLE END DETAIL (10' 'J+5.2.1$r�aeu'i� 'A51.1 Y211 1_11 5 PLAN VIEW ERVICE COURT DETAIL <4" TRIM K4" WOOD ST :XT. O 10.1 SERVICE CENTER DETAIL SCALE 5.2.48 "=V-0 LAP SIDING 2"x4" 1/2" SHEATHING 4"x4" POST CAP ABOVE. 2"x4" A�- 10.2 SERVICE CENTER DETAIL SCALE A5.2.48 - - TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING k CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. March 30, 2018 r 7 R 9673 .' w �� ED PA, Ovan G. Drummond, IA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W (2 o rn D_i LU orn r-, 0C) 0 Q u1 00 � `....� W N U) >+ W L >OC)o �..�QMH j Q V Q Uj L EL a z ( 1 =Z j `z (U -0o O J Uj L -n a L m °' ° C) , .� E ,I- J CL Q U N J-' t�o o ® Q O1 r O U_ z , z O , i w w i N W Lu Ln 3 OL (n J; z O ' U oC o P-2� q< w m I <r00 Ln 210 LnCD _i LU J H Lu 00 z T-� i0 Q N W J L Ln O 4< ILU p --- I X LU ?SIAL NUMBER 1017.0 z w O � z z 0 w LU �Lu � oc z m 0 W J QLU �oo a - z OJ w Q > �— o Q 7D w zoo QFZ O LU Jocf W Z O w O Lu 0 FLUQ Z LU O Q re w Z U U)Q Ce LU 0 LU z = Z w mag Q LU O J � Z I x Q (� ce C O LL 0 0 J U C),:�LU m pCOUZ cxC 0 LLJ Q G U i w Z o0 � U) Q LU w = a � Z w ED Q > —� 0 1 J � Q LL -LU lCJn (%) (D 0 (%) I O Of U) U LUa o� a 0 z = mo F-QLf) no_� CCU-) m0°,z� J � oQOQ z = W cn J W x w z U 212 Q � U-) } Q90:�wz �0>> 0 LU x oWzo gwcn =LUWo F— z LU m C)cf a z Q Q w O �viQU z z = o LLJ z W V)J Q Wix- Ln Q LU 0 Of Ln En � 0 w w Q � Uj1--1 ~Q Q W 1U-1 fj W F- zOw� LU Z OZ Z LCL Z C:) c!) CL (n 0 Q z��Q aowcnce Lr)�Q LU Lu o z w w z Q c��ww z LU 0 �U)g:eo Q LyLL- x t-• z = 0 z U) Co �o=U) U -j LU m w J Z J U- 0 C) LL- -cc OOLL- Q U H O SEE SHEET A3.N FOR TAIY`111 ATT/%\1 - RADIANT BARRIER SEE SHEET AM FOR INSULATION SCHEDULE V 1 O U U U Q W co I M all 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. March 30, 2018 w� 31 � 1 1 1 7 R 9673 .' t !. 14ED {� van G. Drummond AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W [� o rn Ij O M 00 O +�— Z d u1 00 Z lzt) 'f N � � Q M Q ll U- < ki i LL� Z Z fOs 0. V w Ln u 00 U) U) , Q -j � 0 V) E CL <t U N J n J J O Q tD ® � al N 0 1i 2-1 I (D y�iJ 1 �-q 1 .„p P LU LU rod ,s! W '^ v I t-1 j 6.do U D F- CLclQ N J 1� � Z N 001 Z M OUB l LL, �- j w z 00 CDU W CD /r z \� D m SERIAL NUMK..-,, 1017.0 I z w �O �z z Q O � � � w w F- LU O a off oC z m O wLL- J who a o z I w Q > F -`n LU O 0 0=:) _ QFz oho LU C) o w O ~ Q � � Z QO LLJ oCwLLJ Z U 0cl- Ln Q � O W} Z = z w oC p OLU J F- Z Q OOff c) Off LL- 13 - L QLU d J m U � 1--1 � UZ QAC) o O u, Qoe� V i w Z m azC) z ce(nQ w w x� C) czw mQ> J O J J f -- LL. -LL 'L w^ 'Ln V O / V�..� // O cxi � O oe H t5 ao� O�� a O z = m O � o � zu 0C9 mmw� J LU Q R LU Q Z = � w w J w LU Q Ln V } Cl- jnc�m (7 Cr- w z �C:)>� 'y^/ O T U1 O 2:wU) 2 v � O 2, w CO. • .� Cl- z n Q LLJ > O Z Ln w Q U-1 O W w♦ Lu Q Q = pw w Z O w Zzz� �z0z o�,zo Qz w 1-1 0 oc F; � w z w LL. (D �- w L L- zwO Ln off w Qw�LL- z=z0 L7P--Z CO LU LU = U) Lf) 1--1 F Q�� 0j Co LU J Z J L•L- 1OOw Q U H O INrr MASTER BATH 10"x1011 AIR JUMPER FIRST FLOOR DIFFUSER LAYOUT SCALE: 1/4" = 11-011 FAMILY ROOM BREAKFAST AREA WALK-IN COVERED ENTRY CLASSIC DIFFUSER LEGEND �! SUPPLY m '', RETURN EXHAUST FOR REFERENCE ONLY O ID Q Q m Q V 1 .CD ■ U U U Q LU C0 U H� z 4:0 TO THE LEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING COLE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. March 30, 2018 4F Ro ! ! x , R 96 0 QED &P Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 L1J o m LIJ 00 �� 00 00 Z LU N WtrlL LIJ 00 �Mqj- 0 L c� 1 UU Z ¢ w-6 � 2 w to O L Coo M CU L'i fu _i O 06 J (!1 � Q J N U r., J +I <C 110 O lD I- n 01 N � Ld i f E O l LU tij a c.0 e U W LU I— O z oC U �, 0 i N j II -::c I z O (OHO p Ln o LU , LULLJ f T I i Zn 00 i f i [ p U) U x --r „._.. , 1017.0 O U ra a Q 0 a I z w O p z z ¢ o �a � off z °o w J W J p �O a p z I wLLJ ¢ > oLU p w ZC-)� ¢ � z O LU Cn J w Z O w O w O V) p z Quo W oC W Z moo¢ tu�O w}"Z = z w W Op J � z J _ ¢ � O O LL- LU aJ U m oC OU Z ¢ Q_ m Lr) LU V i W Z m �zp z U "�¢ 'LL' mQ� J O J J J LL-LUU') C) C) J O LU p OC)Cf� Boz =mo �pU-) pU)C:)(D CC Lf) mmw� J � Lu Q p p Z = p w (1') w (I) J W LU U_ ¢ :5 (1) C1.jym U oc w z C) 5- 0 �zm LU z= g w (f) Lr) LU FZw� m�az LU Eli Z=o Uj z W U J ¢ W ¢ _ Z CL p O of Cn cn O w w p �e --e C) = Q Q V=)p LU= ,—, w F— Z O w Z OZ z Z O (n �—O p z w O Q ¢ 0 = C)r LU za ►- LU Lu p z LU w z ¢ z V LLJ LL - LU O QQ oCU)�LU Qw�LL. _ z=zo �F-�z w��°w° pZ=cl o F- offQ C)woow J Z I LL. JOOLL- ¢ U H O BONUS ROOM BATH 3 BEDROOM 3 m BEDROOM TWO STORY FOYER — — — — — — — — — — — — — — — — — — — — — — — I I I I I I L -------- -----------J I SECOND FLOOR DIFFUSER LAYOUT scnie vo. = i• -a. CLASSIC DIFFUSER LEGEND Cm ' SUPPLY RETURN XHE FOR REFERENCE ONLY ST FAN 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 March 30, 2018 OF FLO R 967 / ♦'fir Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W C) m w o 0) 0o �! a Q L 1 00 V ¢ L Lf)(n I C W Q ' o Ln Uj > 0 C. 0 O Q U T Q ( L LL- V -_ ) i U Z _ ¢ win o- �. -0o 0 C: -j i 00 N 0 E��d J vi Q U N J Q -j' `o t.D N L i s O0 i i LU w i LLJ N I U � ,1-4 (1 LuC) t. 5.d O 1 (D U i 0- z Q ED I �V N w Z J N 00 Vi ZD 0 o f LLJ LU _ O 'J LU U) U 00 U- o N z 0 LU cn 1017.0 22 z LL �o � z z Qom oL" '_ ) LL,O off ocz°J° O w J LL. poo z OJ w Q LU �> 3LU � w z0� Q�z O LU wcry z O w O w O cn p Z QO Lup U 0 Ln Q �c1fo >- z = z w oc p LU O J ~ Z Q 0 d J U Cf FIR LU0Lf) ¢tea p O cn V L_ w Z m z �C:)Q _�� ce z w mQ> J O J J � J Q L~L w Ln 0 � 0 J O OC Cn ao� Oc)r- a O z =mo F-C1En �v OC�7 Qwn CO pp W J LU Z Z p w Lu- U) Ln 6 U)J w �Cx,m U oC w Z Z-,C�� QZLjj ZLLJo =LU�o F- z w F- 0 co ri- o ¢ > O zz=o ww¢cn o ocvi�� C)LL, p � p=�o Q=p= w zOzz� Z O cn En O p z�oQ � CL_ LU LU z w LZ z Q UJI LL_ z U O LU p Qw�Ce LL. z = L O z LLJ p z 0 LU Co w J Z J LL J O O L- QVF-O ELECTRICAL LEGEND sD ISMOKE SINGLE RECEPTACLE �j DUPLEX RECEPTACLE ® 240V RECEPTACLE [j SWITCHED RECEPTACLE DUPLEX RECEPTACLE (220 VOLT) SINGLE FLOOR RECEPTACLE 4 DUPLEX FLOOR RECEPTACLE [j SWITCHED FLOOR RECEPTACLE I� QUADRAPLEX FLOOR RECEPTACLE GFI GROUND FAULT INTERRUPTER WP WEATHERPROOF GROUND EP ELECTRIC PANEL VP VAPOR PROOF ® RECESS INCAND. (EYEBALL) FIXTURE g SINGLE FLOOD - WALL MOUNTED sD ISMOKE DOUBLE FLOOD - WALL MOUNTED �j SINGLE FLOOD - SOFFIT MOUNTED DOUBLE FLOOD - SOFFIT MOUNTED $, HANGING / PENDANT - CEILING HUNG CME -SCENT --F MRS --CEILUII MOUNTED 4 INCANDESCENT FIXTURE - WALL MOUNTED ® RECESSED HIGH HAT I� 2 FT UNDER CABINET FLUOR. FIXTURE _ 3 FT UNDER CABINET FLUOR. FIXTURE 4 FT UNDER CABINET FLUOR. FIXTURE ® STRIP LIGHT D 12X24 FLUOR. FIXTURE D 12X36 FLUOR. FIXTURE O 12X48 FLUOR. FIXTURE 0 ELECTRICAL PANEL 24X48 FLUOR. FIXTURE SPEAKER WIRE FROM TOP OF WALL EXHAUST FAN �o EXHAUST FAN W/ LIGHT M ELECTRIC CO. METER GM. ®SD CO I GAS CO. METER M K DETECTOR%CARBON MbNO� I1 FTr-rTr) D sD ISMOKE DETECTOR SINGLE POLE SWITCH $, 3 WAY SWITCH $, 4 WAY SWITCH DIMMER SWITCH 4 PUSHBUTTON DISCONNECT SWITCH JUNCTION BOX TV JACK V PHONE JACK - PREWIRE ONLY QQ THERMOSTAT O PHOTOCELL - SOFFIT MOUNT Q PHOTOCELL - WALL MOUNT o ELECTRICAL PANEL SP SPEAKER WIRE FROM TOP OF WALL KEYPAD ® CHIMES EEE3 COMMUNICATIONS BOX, MEDIA BOX, HOME ,DIRECTORY) �— �NT INTERCOM FOR REFERENCE ONLY 0 L PRE -WIRE FOR FUTURE POOL EQUIP. - VERIFY IN FIELD W/ TOLL BROTHER'S P.M. WP GFIz i TANKLESS GAS WATER �J HEATER - A/C COMP #1 VERIFY LOCATION WITH TOLL BROTHERS P.M. FOR IRRIGATI E.M. 1. - _ P� H � \ I Urii I I GF �b-__----- I i :.:.... -----. \ ' 6NDER CAB. TO DISH WASHER \,\�p ® z \ PROVIDE yLLJ +. I.C. KEYPAD FOR / i "' 1! \PRE -WIRE FOR GFI i l 1 FIRST FLOOR ELECTRICAL LAYOUT SCALE: 1/4" = 1'-0" / ! 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I � lN J t --i Q 00, (n M € 2; o I CO LU Luuj i I 00 0 1 J T� U U LU _I W TRIAL NUMBER 1017.0 OD U z LL. 0 C z z Qom z nW O x LU F- U) , O x a� oc oc z 0° O W J o�oo ado i w >F_o oLLi o= F z oho LU J W Z O w O LU O Q FLU - LU Q � V w z U (n Q W � O >- z x z LU Q oc o � O J � Z J x Q �LL. 0 d J U omC ,—, aUj 0o oov QCT U i w z O° ~zz ULJ Z Q LU Cl - C:) zw mQ> 0 J � J Q O�n oc� J O O� Q.- Oz =mo �oLn �u OL(n J � LU ¢ Q z x o w �U,wU') J W W Z Ux I-- C7 Ce- Z O > O x gzZo LUO F_zwF_ CO oQLUO w U Z Z x 0 CL Z W � Q W � W U-) O c1f U') O w W =_ Q aoW x V (.n W � zOw� zpz� �z0z Zo z w O Q aoZ� F- d W Q LU LU o z w LL.z Q C7 Uw LL_ ¢z LU 0 QLy F=- =2-- Z x� O �� z w � �o=U) LU w m W i Z J LL_ J O O w ELECTRICAL LEGEND d) SINGLE RECEPTACLE �p DUPLEX RECEPTACLE � 240V RECEPTACLE �p � [� SWITCHED RECEPTACLE DUPLEX RECEPTACLE (220 VOLT) SINGLE FLOOR RECEPTACLE ra DUPLEX FLOOR RECEPTACLE FM SWITCHED FLOOR RECEPTACLE a QUADRAPLEX FLOOR RECEPTACLE G Fi GROUND FAULT INTERRUPTER WP WEATHERPROOF GROUND EP ELECTRIC PANEL VP VAPOR PROOF � RECESS INLAND. 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Z U- �1 O Z z zc�nw Ly LU ne oco w m LL- J p O LU ly- a �z I wUj Q >~o LU ,1 C1 O = z LU p � O cn O > O > w — Lu cn p Z Q � O LU p aC w Z U O Q clLU� O oc W O J F— Z J =Q � O O LL C:) Q- J U p[ m LU C:) Qc):fCl- in O cn a � o U i w Z m '--'ZD ce O Q wIntf Hw a m Q > � O J � � J Q 0 p U) Ln 0 0 LnLn UO af U Q Boz =mo �oU) p LU nom 4c Ln CID LU J�� LU —< Z = p w 3:U)w(n J w LU 2f m C7 OC w Z Z O > O Z LU Z O g w cn _ pw O H Z w H m a z Q > O Z Z = p LU Z Ln J LU Q Ln C)cfw p O of U) U) ~n O w z w _p � LU = p Q � p w LU z O w ME LU Ln z LL- C) z0cn cn O p Z z w Q Q O z Ln a w Q .-- g LU p z wLLzQ zU O LL - LL -1 clcmn°fw LU LL. z=zo (7 i— . z Ln � m LLJ -0 U) ¢C� L bw Co w O O LL - 1 Q U H O Ovan G. 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(CONTRACTOR TO PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ON A.P.A. RATED SHEATHING PER PLAN SPECS. ATTACHED PER NAILING SCHEDULE ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 2x SYP #2 2x RAFTERS 16" O.C. 12 SEE ALUM. WRAPPED 2x PLAN/ WOOD FASCIA NAILED TO TRUSS TAILS W/ (2) / 16d @ 24" O.C. —\ METAL DRIP ' \� EDGE 7/16" OSB GUSSET 2'-0" MAX. ATTACHED PER NAILING SCHEDULE WALL PER PLAN CONNECTORS PER STRUCTURAL PLANS OPTIONAL ROP I F OVER EXTERIOR DOOR SCALE: 1/4" = 1'-0" ROOFING PER CONTRACT. (CONTRACTOR TO _ PROVIDE IIRODUCT 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 (JAILED TO TRUSS TAILS W/ (2) 16d @ 24" O.C. METAL DRIP EDGE CONTINUOUS VENTED V� SOFFIT; WOOD LEVEL RETURNS WHEN STUCCO SOFFITS ARE REQUIRED MIN. 7/8" STUCCO (3 --� COATS) ON GALV. SELF FURRING FELT REFER TO BACKED METAL LATH ELEV. FOF VERHAN 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 rik MAIN FLOOR ELEV 0'-0" zco SEE PLAN I EXTERIOR WALL 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 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 - --" Z' m, il 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 VERHAN 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 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 CONNECT WALL TO FOUNDATION (2 LAYERS REQUIRED): PAPER PER FRAMING DETAILS BACKED METAL LATHE & PROVIDE CONT. METAL TERMITE POLYETHYLENE HOUSE WRAP SHIELD UNDER SILL PLATE OR APPROVED EQUAL SYSTEM FINISHED BASE MOULDING WEEP SCREED MAIN FLOOR 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 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 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) TOP OF FLOOR TRUSS U) w 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 ELEV 0'-0" j -z co a 4 17--1 1---- N. 4" CONC SLAB W/ Q — 4 4" CONC SLAB W/ VAPOR BARRIER I I VAPOR BARRIER J 1 SEE FOUNDATION SEE FOUNDATION PLAN FOR SIZE AND PLAN FOR SIZE AND TYPE OF FOOTING TYPE OF FOOTING SECTION WITH WINDOW SCALE: 3/4" = 1'-0" .2 TWO-STORY WALL SECTION_ D7 SCALE: 3/4" = 1'-0" a z W Ln 121 z Q Q z 222 0 EF1_ ... w ' t , ♦' 3s `• R 9673 ED ASG Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W (� o rn w O al 00 0� Z < co < V) W acs >00p a F-. ®� p ro o � -j Z a U Q 0 LU L, L c2m cl� ¢ 0 a) 2 Ln Q E0 < J CL d U N J J-' t.0 o ko01 �r ON 0 o LU cef LU 5 ,, 4 ¢. LU LLJ Z � z �c I w I z 1 WLLJ n ` N C� J cri o I co t -u! LLJ L J 06 W O toz iQ z �U) 1014.1 U 4 ® a f, i I ii 4 EXTERIOR WALL 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 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 - --" Z' m, il 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 VERHAN 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 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 CONNECT WALL TO FOUNDATION (2 LAYERS REQUIRED): PAPER PER FRAMING DETAILS BACKED METAL LATHE & PROVIDE CONT. METAL TERMITE POLYETHYLENE HOUSE WRAP SHIELD UNDER SILL PLATE OR APPROVED EQUAL SYSTEM FINISHED BASE MOULDING WEEP SCREED MAIN FLOOR 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 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 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) TOP OF FLOOR TRUSS U) w 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 ELEV 0'-0" j -z co a 4 17--1 1---- N. 4" CONC SLAB W/ Q — 4 4" CONC SLAB W/ VAPOR BARRIER I I VAPOR BARRIER J 1 SEE FOUNDATION SEE FOUNDATION PLAN FOR SIZE AND PLAN FOR SIZE AND TYPE OF FOOTING TYPE OF FOOTING SECTION WITH WINDOW SCALE: 3/4" = 1'-0" .2 TWO-STORY WALL SECTION_ D7 SCALE: 3/4" = 1'-0" a z W Ln 121 z Q Q z 222 0 EF1_ ... w ' t , ♦' 3s `• R 9673 ED ASG Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W (� o rn w O al 00 0� Z < co < V) W acs >00p a F-. ®� p ro o � -j Z a U Q 0 LU L, L c2m cl� ¢ 0 a) 2 Ln Q E0 < J CL d U N J J-' t.0 o ko01 �r ON 0 o LU cef LU 5 ,, 4 ¢. LU LLJ Z � z �c I w I z 1 WLLJ n ` N C� J cri o I co t -u! 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Z J JW- (D C) 0 0 INT -1 D8 11-211 M NOTE: BRACKETS REQUIR D IF COUNTERTOP CANTILEVER5 MORE THAN 10" COUNTERTOPS OUTLET BOX CENTER SIDEWAYS IN BACKSPLASH 2X4 HALF WALL CABINET KITCHEN HALF WALL DETAIL SCALE: 1/2" = 1'-0" (INT -1) TOLL APPRC VED TILE BACKER (REFER TO CONT SPECIFICATIONS) WALL TILE 2X BLOCKING BETWEEN STUDS (3 ILLS) VINYL LINER (3 WALLS) EXTENDED 5" UP WALLS 100% SILICONE SEALANT BETWEEN TILE BACKE AND WET BED FLOOR TILE 2-2X4 THRESHOLD FLOODSTOD - ADJUSTABLE GAUGE COAT WETBED SHOWER DRAIN LINER SET IN SEALANT @ 2" SHOWER DRAIN FLANGE OVER ROOFING FELT NOTE: 3/4" X 9" RADIUS ARBLE SHELVES WILL BE USED IN LIEU OF CE MIC WHEN MARBLE/ MARBLE TILE OPTIONS A E SELECTED. INT -4 SHOWER & CUR ON FRAMED FLOOR D8� SCALE: 3/4" = 1'-0" (INT -4) SET MIRROR 3" FROM END OFF BACK SPLASH MIRROR=VANITY -5" 36" HIGH X (VANITY -5") MIRROR SET MIRROR 3" FROM INSIDE CORNER x � (D0 M. M x M cn aU-) or- U �Q LU �m Lu > U) o m ❑❑ ❑❑ 2"MIRROR TRIM 1/4" MIRROR 1/2" RECESS FOR MIRROR VANITY MIRROR INSTALLATION INSTRUCTIONS: 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. 2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE CORN R. (MIRROR TRIM WILL NOT BE INSTALLED AT INSIDE CORNERS.) 3. UP N INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED BEFO E 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 BATH MIRROR WOOD TRIM DETAIL D8 SCAL : 1/2" = 1'-0" (INT -1) 14 ti in in in n REFER TO FLOOR PLAN, VARIES BY MODEL NOTE: EXACT SIZE AND SHAPE VAIRES BY MODEL AS ARCHITECTURAL WELL AS LUMBING ACCESORIES. REFER TO PLANS BY MODEL. NER SHELF )R TILE a: SOWER DRAIN Q 00 TILE AT DOOR Q THRESHOLDLU (1) CERAMIC CORNER SHELF AT 48" A.F.F. WALL TILE SHOWER ELEVATION (INT-5STA NDARD SHOWER SHELF LOCATION 1 D8 SCALE: 1/2" = 1'-0" (INT -5) F�DRYER VENT (TYPICAL) GAS PIPE (TYPICAL) FOR GAS DRYER ONLY RYER VENT BOX- TTACH PER MFR. VSTRUCTIONS T. SILL PLATE f SLAB ON GRADE) DRYER VENT (TYPICAL) ......... , --CAL ) R 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. INT -3 DRYER V RYER VENT BOX- TTACH PER MFR. VSTRUCTIONS T. SILL PLATE T SLAB ON GRADE) ENT BOX FOR DRYER ONLY p8 SCALE: 1/2' = 1'-0" TILE OR STONE ON 1/2" HARDI BACKER BOARD OVER %4" EXT. PLYWOOD ON 2X4 FRAMING. VARIES - SEE PLANS 2X4 @ 16" O.C. DROP IN TUB 2X4 TO BE P.T. WHEN IN CONTACT W/ CONC. 1 ROW OF TILE X N SUPPORT UNDER TUB AS REQ. BY MANUFACTURER'S. FR -33 DROP IN TUB DETAIL PJ8SCALE: 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. COMPARE MANUFACTURER'S DIM OF TUB & PUMP LOCATION 2X4 LEDGER 2X4 CRIPPLES i i moi' moi' moi' A r ' (FFR-34)HALF WALL TIE-IN DETAIL D8 N.T.S. (FR -34) (INT -3) Q Z z C) W U) 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. OF FI,j: �4 o • F . r w. R 9673 COR Ea ASG Ovan G. Drummond, AIA :o AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE m 72328 W FLOC > cn o rn W i a� 2" S J i N .y W> v o^ JN N v _ Zri0 < w NOTE: EXACT SIZE AND SHAPE VAIRES BY MODEL AS ARCHITECTURAL WELL AS LUMBING ACCESORIES. REFER TO PLANS BY MODEL. NER SHELF )R TILE a: SOWER DRAIN Q 00 TILE AT DOOR Q THRESHOLDLU (1) CERAMIC CORNER SHELF AT 48" A.F.F. WALL TILE SHOWER ELEVATION (INT-5STA NDARD SHOWER SHELF LOCATION 1 D8 SCALE: 1/2" = 1'-0" (INT -5) F�DRYER VENT (TYPICAL) GAS PIPE (TYPICAL) FOR GAS DRYER ONLY RYER VENT BOX- TTACH PER MFR. VSTRUCTIONS T. SILL PLATE f SLAB ON GRADE) DRYER VENT (TYPICAL) ......... , --CAL ) R 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. INT -3 DRYER V RYER VENT BOX- TTACH PER MFR. VSTRUCTIONS T. SILL PLATE T SLAB ON GRADE) ENT BOX FOR DRYER ONLY p8 SCALE: 1/2' = 1'-0" TILE OR STONE ON 1/2" HARDI BACKER BOARD OVER %4" EXT. PLYWOOD ON 2X4 FRAMING. VARIES - SEE PLANS 2X4 @ 16" O.C. DROP IN TUB 2X4 TO BE P.T. WHEN IN CONTACT W/ CONC. 1 ROW OF TILE X N SUPPORT UNDER TUB AS REQ. BY MANUFACTURER'S. FR -33 DROP IN TUB DETAIL PJ8SCALE: 3/4" = 1'-0" (FR -33) END POST TIED INTO FLOOR JOIST BELOW EXTEND TO BOTTOM OF FLOOR JOISTS. - END POST TO PENETRATE — SUBFLOOR. 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