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1660 ATLANTIC BEACH DR - NEW HOME ARCH. DWG'SR3 O z " .0 � z z O z (ten ,°; O _ (wnw0 a- -, � ::- O w J oLU po a � o I w Q LU m L �O LU O = ¢ ~ z oho LU J w z owo wow =o ¢ V LU 02 U(.n¢ LU offO LD = z w LU O0 J � z J _ ¢ o >-cj:f� o �J m LU ¢ OV O o O Cl - Ln a2::� U i w Z Co z LUj LU =a LU co J J O J � J F- LU O O JO V moo¢ oC� Coz =mo < Lr) �LU mw� LU C) z 0 w 91L=w� w of Ln �C)rm L7a'wz z O > 0 LU 0 ��w(n Lr) _foo �zw�7 mc):f Cl- ue O z (n J ¢ w � ¢ L c _ z w (:� U) O af U) Lr) o wzUz., o � o=go U =D 0 LU_ �., w H zzz O z 0O z owoa ¢o(f)d Lf) c):fw¢ = �LU w w z ¢ V U w w ¢z w O � � w QLU Lr) = z O �z LU LU _� owmw 2-- C)0 OO w ¢ V H0 irli ABBREVIA ION LIST Abbrev. Description Abbrev. Description Abbrev. Description # NUMBER F.P. FIREPLAC E PT. LD. POINT LOAD & AND FRT. FRONT PWD. POWDER = EQUAL FT. FEET PLW. PLYWOOD @ AT FTG. FOOTING _ EARTH A/C AIR CONDITIONING _ F.O.M. FACE OF 4ASONRY R RISER ABV. ABOVE w0 (Y �, a DECORATIVE STONE RA RETURN AIR AD]. ADJUSTABLE GAL GALLON RAD. RADIUS A.F. ABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR A.F.F. ABOVE FINISHED FLOOR GD GARAGE )OOR REINF. REINFORCING AHU AIR HANDLING UNIT GFI GROUND FAULT J NTERRU TER RM. ROOM ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING ALUM. ALUMINUM G.W.B. GYPSUM NALL BOARD RQD. REQUIRED E1.18 FIRST FLOOR ELECTRICAL LAYOUT E2.18 ISECOND R & SH ROD & SHELF B.B.Q. BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL BD. BOARD HB HOSE BIBB STANDARD NOTES & DETAILS B.F.F. BELOW FINISHED FLOOR HD. / HDR. HEADER SF / SQ. FT. SQUARE FEET - BOTT. BOTTOM HGT. / HT. HEIGHT SGL SINGLE BR. BRICK HORIZ. HORIZOP TAL SHT. SHEET BKFST. BREAKFAST CHATEAU SH. SHELF VERSAILLES e F > LU Cn INSUL INSULATION SHWR. SHOWER CALC. CALCULATIONS INT. INTERIO FF SL. SLIDER C.J. CONTROL JOINT I.L.O. IN LIEU SPECS SPECIFICATIONS CL CENTER LINE T LU LLJ LU S.P.F. SPRUCE PINE FIR CLG CEILING KS KNEE SPACE SPRG. PT. SPRING POINT CMU CONCRETE MASONRY UNIT CRAFTSMAN STD. STANDARD C.O. CLEAN OUT L LONG STL. STEEL COL. COLUMN LAV LAVATO STOR. STORAGE COMP. CONC. COMPRESSOR CONCRETE LDRY LIN LAUNDR LINEN T TOP CONT. _ CONTINUOUS LT LAUNDR TUB T&G TONGUE & GROOVE CALAIS 46 ITV. TEMP. TEMPERED DB. DOOR BELL M.B. MASTERATH THK. THICK DBL. DOUBLE MAX MAXIMU T.O. TOP OF DR. & SH. DOUBLE ROD & SHELF M.C. MEDICIN CABINET _ _T_.O.B.B. TOP OF BOND BEAM DECO. DECORATIVE MFR. MANUFA URER TR. TREAD DET. DETAIL MIL. MILLIM ER TRAN. TRANSOM DIA. DIAMETER MIN. MINIMUN TYP, TYPICAL DIM. DIMENSION MIRR. MIRROR DN DOWN MLDG. MOLDIN UC UNDER COUNTER DR. DOOR M.P.H. MILES PER HOUR METAL THRESHOLD U.N.O. _ 'UNLESS NOTED OTHERWISE DS. DOWNSPOUT MT D.S.S. DENSE SELECT STRUCTURE V.B. VAPOR BARRIER DW DISHWASHER N.T.S. NOT TO SCALE VERT VERTICAL VENT THROUGH ROOF DWG. DRAWING V.T.R. O.A. OVERALL E EGRESS O.C. ON CEN R W WIDE E.E. _ EACH END O.H. OVERHE D W/ WITH E.W. EACH WAY OPT. OPTION( L) W.C. WATER CLOSET _ EL. ELEVATION OPNG. OPENING WD. WOOD ELEC. ELECTRICAL OSB ORIENTE STRAND BOARD WDW. WINDOW ENCL. ENCLOSURE PED. PEDISTA SINK W.I.C. WALK-IN CLOSET ENG. ENGINEERED POLY POLYVIN L WP GFI WATERPROOF GFI EQUIP EQUIPMENT P S F POUNDS ER SQUARE FOOT W W M. WELDED WIRE MESH EXT. EXTERIOR P.S.I. POUNDS ER SQUARE INCH W.W.F. WELDED WIRE FABRIC FIN.FLR. FINISH FLOOR PSL PARELLE STRAND LUMBER FLR. FLOOR P.R. POWDER ROOM FND. FOUNDATION P.T. PRESSU E TREATED 101?1:Z_j GRAPHICS LEGEND PARTIAL SECTION INTERIOR ELEVATION DETAIL # - ;DETAIL # DRAWING # DRAWING # DETAIL CALL -OUT - - DETAIL # - DETAIL # DRAWING # _ / --- DRAWING # � AREA CALCULATIONS S. F. CEILING HEIGHT CHANGE 2305 SQ. FT. 1224 SQ. FT. TOTAL LIVING AREA 3530 SQ. FT. CENTER LINE ® SPANISH TILE 62 SQ. FT. ELEVATION MARKER ® SHAKE SIDING 440 SQ. FT. SLAB RECESS ® SIDING A1.18 FRAME BEARING WALL ® BRICK 0 INTERIOR WALL (NON-BEARING) LU STUCCO FINISH ® CMU MASONRY WALL l!�-- V Z LLJ Q� EARTH ® ;00o E Z 00 GABLE END WALL SECOND FLOOR PLAN INSULATION ® FLOOR PLAN NOTES, SCHEDULES, & DETAILS FRAMED KNEEWALL w0 (Y �, a DECORATIVE STONE DROPPED SOFFIT PRE -CAST LINTEL/ HEADER DESIGN CRITERIA TWO STORY: FIR T FLOOR - FRAME SINGLE FAMILY RESIDENCE: BUILDING TYPE: GROUP R3 V - B SECOND FLOOR - FRAME DESIGN BASED _ 0_ FLORIDA BUILDING CODE RISK CATEGORY: _._._..... ..... __._..- _ ................... ........ _. WIND DESIGN BASED ON: II ASCE 7-10 6TH EDITION (20.7) A5.2.18 1EXTERIOR ELEVATION DETAILS F.B.C. 6TH EDITION (2017) RESIDENTIAL ULTIMATE DESIGN WIND SPEED = 130 MPH F.B.C. 6TH EDITION (2017) MECHANICAL NOMINAL DESIGN WIND SPEED = 101 MPH F.B.C. 6TH EDITION (2017) PLUMBING F.B.C. 6TH EDITIO (2017) ENERGY CONSERVATION F.B.C. 6TH EDITION (2017) FUEL GAS F.B.C. 6TH EDITI N (2017) ACCESSIBILITY EXPOSURE: ENCLOSED BUILDING INTERNAL PRESSURE COEF.: FOR WINDOWS/DOORS, SEE FLOOR PLAN FOR ACTUAL PRESSURES: B +,18/-.18 VIE. X rTV. NATIONAL ELECT IC CODE (2014) (NFPA 70) FEMA RULES & REGULATIONS N.F.P.A. 1012014 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 SECOND FLOOR 2305 SQ. FT. 1224 SQ. FT. TOTAL LIVING AREA 3530 SQ. FT. COVER SHEET - Index of Drawings COVERED ENTRY 62 SQ. FT. COVERED LANAI --.._ . ._ ......... 331 SQ. FT. GARAGE(s) 440 SQ. FT. TOTAL 4362 SQ. FT. oC 0 Q rU) V 1 Q m Q U U U LUQ m W CC: TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICT ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING LIST OF DRAWINGS June 26, 2018 f CLASSIC ELEVATION Cl COVER SHEET - Index of Drawings GNI GENERAL NOTES Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA A1.18 SLAB LAYOUT 72328 A1.N SLAB LAYOUT NOTES, SCHEDULES, & DETAILS o M LU 00 L__ P co l!�-- V Z LLJ Q� A2.18 FIRST FLOOR PLAN - ;00o E Z 00 A3.18 SECOND FLOOR PLAN ur AIN FLOOR PLAN NOTES, SCHEDULES, & DETAILS 76 O O w0 (Y �, a i C00 co CU fu Ln Q J EXTERI ELEVATIONS A5.18 FRONT & SIDE ELEVATIONS V N A5.1.18 IREAR & SIDE ELEVATION, & ROOF SLOPE PLAN O A5.2.18 1EXTERIOR ELEVATION DETAILS o -EZ BUILDINGS "INS A7.18 IBUILDING SECTIONS DI FSE_R_ LAY M1.18 IFIRST FLOOR DIFFUSER LAYOUT LU M2.18 ISECOND FLOOR DIFUSSER LAYOUT LU w ELECTRICAL LAYOUT- E1.18 FIRST FLOOR ELECTRICAL LAYOUT E2.18 ISECOND FLOOR ELECTRICAL LAYOUT W _U ii_! A DETAILS 0 D3— _ STANDARD NOTES & DETAILS D7 STANDARD NOTES & DETAILS _D8 STANDARD NOTES & DETAILS LU HOUSE ELEVATION ABBREVIATIONS ABBR. FULL NAME ELEV. CODE MAN. MANOR 03 WIL. WILLIAMSBURG LU. 07 PRO. PROVINCIAL ww o 08 CHA. CHATEAU 09 VER, VERSAILLES e F > LU Cn 10 CLA. CLASSIC Lij LU 18 MED. MEDITERRANEAN z 19 TRA. TRADITIONAL 20 COU. COUNTRY MANOR 21 HER. HERITAGE LU LLJ LU 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 LS. CALAIS 46 ITV. ITALIAN VILLA 58 PBC. PALM BEACH 80 CRB. CARIBBEAN 81 CST. COASTAL 82 i oC 0 Q rU) V 1 Q m Q U U U LUQ m W CC: TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICT ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW, June 26, 2018 f Onz R 967 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W o M LU 00 co l!�-- V Z LLJ Q� Ln C,4 c 0 W 0 Ln ;00o E Z 00 J O v ur Lii —� = z Ua < 76 O O w0 (Y �, a i C00 co CU fu Ln Q J E6o� E < V N J ¢ i° O k O °' o O LU Ce LU LU w tn wN W _U ii_! F- 0 Uj cn a O C ra LU C:) o QLu �= i Cn z LU. co 00 ww o U-) Of w Y o' L6 J O e F > LU Cn w � Lij LU z �1LJ �w �= U w . a w LU LU OV LU LLJ LU T_ - [SERIAL NUMBER 1017.0 Q 0 V L fu a .Q 0 0- T O♦ u z LL '-' O � z z O cn z cn w _ �a � IY z m OLL,J LL -� o O LU rxf a o O z J wLU ¢ w~ co LU O -T- 0 O LU LU z O w O w O 0 z Uj O Qf w z U cn ¢ w cl- z � O LU z = z w ¢ 5; - Cf LU O _ ¢ D O O LL_ O a J U m � a z ¢ cx� a M O 27 LU Uw Z Co '--' z o z O ¢ LU � = w � z w co ¢ > 1 O J 1 J (D 0 = w w cn O U) O JO `y� U ao� CD a O z O = m U 0 cn w z U) z cn O (_q m CO w 0 ¢ o 0 z = 0 w �Lf) w� J w LU_ Q~ n re m L7Cxfwz O >O Z LU O U ��wcn Lf) (3 LU O = V 1-- LU 0 w LU z = o z U-) (f)Q ¢ of w LU O cc� c1i cn c O w z w G LU LU F- U 0 ,-, w pw w = O V) z z � __j Oz O us a Lf) O O Qz w ¢ O F_ LU z �_ > g LU o z LU w z ¢ LU w z w 0 r < �cl- Ln c w Q w U_ z=z0 % i --i .._ U) CO �LU z UJ =c~n O LU w m w -= wOOw ¢ U t_ O GENERAL NOTES 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO , THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE NECESSARY, STRUCTURAL DESIGN CRITERIA LIVE LOADS: ROOF 20 PSF (REDUCIBLE) RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED 40 PSF BALCONIES/DECKS 40 PSF STAIRS 40 PSF ATTIC WITHOUT STORAGE 10 PSF ATTIC WITH STORAGE 20 PSF HABITABLE ATTICS 30 PSF SLEEPING ROOMS 30 PSF CONCRETE CONCRETE UNLESS OTHERWISE INDICATED 3000 PSI STRENGTH @ 28 DAYS REINFORCING: 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 CONCRETE ASTM C90-01, STANDARD WEIGHT UNITS, fm=1500 PSI MORTAR TYPE "S" 1800 PSI MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED UNITS: DURING CONSTRUCTION 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 WOOD BEAMS, RAFTERS, JOIST, PLATES: U.N.O. NO. 2 SOUTHERN YELLOW PINE (19% M.C.) FRAMING: ROOF DECK: PLYWOOD C-C/C- D, EXTERIOR, or OSB FLOOR SHEATHING: T&G A -C 'ROUP 1 APA RATED (48/24) WALL SHEATHING: PLYWOOD�SI(2.OE) -C/C-D, EXTERIOR OR OSB VERSA LAM BEAM: Fb = 2900 WOOD COLUMNS: PARALLAM 1.0E 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 SPECIAL; CONCENTRATED LOADS. DESIGN FOR NEW WIND UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. WOOD FLOOR DESIGN LOADS: TRUSSES: DEAD LOAD: 20 PSF LIVE LOAD: 40 PSF TOTAL: 60 PSF FOUNDATION/SITE PREPARATION: 1. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE 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 ALL SOIL FOR TERMITE PROTECTION. 2. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEOTECHNICAL ENGINE E '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 BY THE GEOTECH. ENGINEER. TERMITE SPECIFICATIONS: SECTION R318 PROTECTION AGAINST TERMITES TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USEPREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). U�ON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTRAIL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE REATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE KITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTE: 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE' OR BORA-CARE" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. 2) PRESSURE TREATED LUMBER THAT 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 MEMBERS WITHIN 24" A.F.F. DOORS & WINDOWS ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN HEIGHT & 5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" A.F.F. WINDOWS SILLS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT GREATER THAN 24" A.F.F. OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R312.2.1 THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N,F.P.A, 101 CHAPTER 24, ALL GLASS WITHIN 24 INCHES OF AN ADJACENT DOOR OR HINGE SIDE OF A PERPENDICULAR SWING DOOR, ALL GLAZING LESS THAN 60" FROM TUB AND SHOWER ENCLOSURES, AND WINDOWS LESS THAN 36" ABOVE STAIR LANDING AND WITHIN 60" FROM THE BOTTOM TREAD NOSING SHALL BE TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2017 FBC 2411.1 SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 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. 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. CTI Irrn ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL PLYWOOD PANELS. CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. OUTDOOR KITCHENS ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR GRILLS OR COOKTOPS. ANCHORAGE METAL AND WIRE LATH: 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL BE PLACED NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST % 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 1112" INCHES LONG HAVING A HEAD NOT LESS THAN 8 INCH IN DIAMETER. MTDDnOC MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. W 1/ A r AInTCC 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, CUnIA/CD UCAn 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 R703.1.2.1 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 CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE PROVIDED W/VISIBLE "POWER z ON INDICATOR" AND A TEST BUTTON WITH BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. f 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, } 9 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 �' -. CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY, THE LOCATION OF SERVICE AND SHALL LOCATE 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. 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. 0 F F cyR f � �R ' } 9 R 1 d 3 I E , , -. G Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W a o � U-1 _j o M --1 00 o� K[ T 00 Z3 UQ Z ul I- C C W M I >00p 0� � a "� - L T Q = Z LU �.LL L_i d u U � -0 C:) 412 L1 LU t1 a U L C 00 M a) 2 LO EO�Q m: 0U N tp O o ® 01 N O z z O w I -- w LU LU Uj z Q Q C:) Q z Z � z T' w Ljj O w Z LL_ LL_ (� LU JNi ' vi o >- c L.l Cl LLJ a (>LU LU LLJ V i W 00 O 0 z z U V) w ® ! �[ LU LU z w'w c (D SERIAL. 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OF 3) r -I Zo J O 00 31'-0" 18'-6" STEP PER GRADE A A7.18 I PROVIDE GAS "-KLINE TO REAR I I PAVERS ON LU STEMWALL J Ln I I O I I I I J 01 -OM - FINISHED FLOC NOTES: O FIN. FLOOR TO BI PROVIDE 18" MIN. ABOVE ELECTRICAL CROWN OF ROAD ° CHASE I, 55'-0" 0 M 0 ' i i -1 GAS LINE FOR GAS I I I DESIGNER I!_ I I I I I FIRE PLACE II DBL. SINK TNICKEL FLOORn I� i' I rr=� I OUTLET ; L___J r i, - IIS , , I LOCATION TO L__ I BE VERIFIED 1 I GAS LINE I' II WITH T I , I OLL I FOR BROTHERS PM TYR COOKTDP II II 22'-4" — II 6" 1 1 I PLUMBING I I WALL I I I I _ I I I o 12'-6" 12'-411 PAVERS ON I STEMWALL I L --- � r -------J II 16 TEPI II II 0'-0" ELEV T.O. PAD 1'-10" 4'-8" V-10" 4'-4" 1'-10" 25'-6" L A 24'-0" R U _iII SLOPE I I I I 1L_111 91.111 n 3'_0II I I 9 I 4" PLUMBING--==_� SLOPE - - WALL_, TYP. 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June 26, 2018 � F � X it M, 1 R 967 ` NO D ASG Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 ry o M Uj o M 00 Q 00 D Z ( , Q V (,n U) N ^O W> LU co Q. p� � o V LL- LT X:Z U -j a �0o2 W to CL ° UC CD M `' °' Q o , �0�t- Q J U N J J a I'D o N d z LU LLj Uj W u., H 0 z z .., c.n 0 � L z U 0LU Cn zl � LU 00 LLJ F- w 00 o LU p LL; ' J O � > c e LU ,. LL) (� w LU w V U-) 00 T� z o �- � T� V 0 � U-1 U-1 LU LU (.n `SERIAL NUMBER 1017.0 M - E 0 V a .Q 0 cl- iM 7• O z LL. (D �z z O :c z Lf) LU w C" cn w O a af �z m O wJ " O LU coo z I w ¢ LU > o M Lj � oo= z = F— ¢ F - p o 3�: O LU ry Lr) J w Z O w o w O z QO LU Uf LU V Lr)O ¢ LU cL 01-1 LU Lo LU} z = z w F- ¢ 0 LU O J � z J _ ¢ (J OLU aC LL- C:) 0 J Co LU O oC V Z ¢ O O cU) LLJ Q ry V LL - LU w Z � z w w =a � z w co J O J J � J O Q = LL- Lu o Lf) cn o� -' O cy--U� LUo� O� a O z =mo Q�LU ur) L)z mmw� LU LU Q Q Q Z 2 w Lr) w Lf)0 Lr)J LU LU 2 V a} � a C: m Vr of w Z O ozz� LU 5;- w cn Lf) LDLUo F—Zw� �C,U CO oc z o¢LuO Ln ¢ V Z Z = M Z LU Lf) Q ¢ w = LU Lr) O C)r- V) Lf) or - Ow z w D � LU 0 = Q Q ::D 0 w U U) w H p w 5;- LU O z O cn Lf) O O�Z,_, z w Q ¢ O F- LU a w ¢ LU C) ;:7 - LU w U- z ¢ U w w z w f O 2p w < LULL- z=z0 LD �z W � Co c Z = OF— =) LU q - w CO w J Z 1 LL. JOOLL ¢VF -O FRONT WALL OF GARAGE PROVIDE 1 1/2" D x 5" W RECESS AT GARAGE DOOR PROVIDE 4 1/2" D x 8" W SLAB RECESS BRICK PAVERS FOUNDATION NOTES 1' SEE GENERAL NOTES FOR CAST IN PLACE June 26, 2018 '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 t to� AWAY FROM HOUSE PROVIDE 8"X 1 1/2" RECESS AT SLAB 4' PERIMETER (TYP., U.N.O.) 5 ALL FOOTINGS SHALL BE MINIMUM OF 12" -- BELOW GRADE INDICATES DOOR OPENING W.W.M. PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. PER PLAN 1/8" (MIN.) SAWCUT x 1/4 OF SLAB THICKNESS SEE FOUNDATION PLAN FOR LOCATION LUTZ- w ip 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 S CALE:: 3/8" = 1'-0" GAR. FIN. FLR. SECTION @ GAR. DOOR SCALE: 3/4" = 1'-0" 0 PLAN VIEW O C) /rQ^ U) Q m RECESS Q IN SLAB "J �J GARAGE rll� DOOR SLAU RECESS U U coLU H z a pw 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 26, 2018 OF FL Al t to� �► f a • '. R 9673 h'ED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W o L,., rn .-k ao o ¢ Ln 00 ( U `[ U) N >. c W rn > 00 p Q 00 0 w C) E V i or = Z L it a t U -- d gi w V) f, �-0� L C AO 4 pp w Ln ¢ o E0 06 Q E 'qj- ¢ J M c� � 0 N V n J .-, Q ko o O N LL - Q i LU F-- w cx' kU LU � LL.1'N LU LLJL z j 57 U z wlaf cn O ~ LULU C Q 3 w co '! F--- U0 -4 cn ' LU uj oC oN U) LU ce O Y F ~ • i N LU J O k CoLU , LLj LLJ LU Z1Z -I V) 06 W .__I M W U) I U) j W C:) z z OO ..0 LLJ L1LLJco L 1017.0 �f L 0 U ro Q 0 d 01) z Li. �o �z z zc�nw OLU C'r _ ��� af Z m 0 11J —i � O a � o z O = Q co LU r—I C)ZDw oo= z=� Q � z O LU J W Z Owo W O Q c Q z � = O U O w Q -1z � a O = z w � Q � a� 0 LU O J =zQ � o � o�mco U cy Q O 21 O 0o n Q�LU U LL_ w zCo LU cK, Q LU Q_ 0>- w mQ� ---i o0 Q oo= w� o(D 0 n 0c� a O z =m0 U) (Ln Q : z w co m w Q J O:f ED z = w LU (j) OLJw LU Of C7wm �z z 0 O W Z V 0 LU =LULUo E-zwF- CO cl- oQLo z z = o z LU w `n Oz C)f ow z W o � Lu 0 = Q U Ln W 2f Ln ZO �z o z w _a Q O (P (f) d W � .--1 o o z wU_zQ U U w LL.zL0 0 awe T- C) w�� oz=� Q 0F- LU � o w,Ucow J Z J U_ �00L­ Q U F— O I 19'-6" lo 2'-0" 151_611 2'_0" 24'-0" STEP A A7.18 O O COVERED LANAI 9'-4" CLG, o 0 C? GAS LI = ' � 61.311 51.311 TO REI R 191.611 31.011 121.811 81.411 i L v O i � O i 1 4 HIGH WALL AT ' 611 I - SERVICE COURT. I o 1 10 i o i SEE DETAIL 9 ON O C -1 3 B OB SHEET A5.2.82 OMT O HOSE BIB I o R & SH LINE OF SECOND I ____________ I o � FLOOR ABOVE --------------- I - W.I.C. BREAKFAST LINE COND i ,_ „ I I ,_ „ AREA 2 0 10 0 CLG. 10'-0" CLG. FLOOR ABOVE I CD TYP• I 17'-8"I I '- ap 5 4 A/C COMP. #1011 0 N 2X6 WALL,I 1 I MASTER i I Io TOP @ 34 1/2" I 11/ I BEDROOM ROUGH i FAMILY ROOM 9'-4" To 101-011GOURMET 10 -0 CLG 10 -0 COFFERED CLG. I I KITCHEN 91-411 I I A/C COMP. #2 101.011 CLG. r � I TEMP. GLASS SHOWER I I i i I I II ENCL. ON FIN. FLR.------------ I III �� 311 L I J R&SH 8'-2" i i 22'_411 I III 'r 3'_611 311 51.811 3'-6" '-10"__ - - - - - 11 - - - - --- - — -10_ r I 4 L 6 COOKTOP I � i — — 11 D SINK I� i I � 7711,5 -0� O o i - GAS 4'-0" _ ' I _ - W/ DISP. 4 t - �� I o — - - - DESIGNER O 1 6" I p,W ii i 6 _g11 N-�ko �, Ol FIRE PLACE `�' I "' A FREE-STNDING 2 4 4 3 -0 W.I C. I ____.,i i �11 61 4.11 121.211 8 �R SR--- I 13 SOAKING __4 L.O _ TUB OWER SETCD +18" A.F. _ _ 10x10 AIR L.T. O DBL. GOURMET = N JUMPER L N 0 ANKLESS OMEN KITCHEN i o 10'-0" o – T -� i --1 ' ' 3'_211 O 91_ 11 GAS WATER 10'-0" CLG. CL'G. '�' �W. _ _ _ HEATER SPA bo I == ==== _ FLAT SOFFIT @ I I 3'-6^ �J -=--' � 91.611 A I — — — FLAT o 1 11 �, ---I O REF. 1 9 -o CLG. ��I GAS --11; ; SPACE N SOFFIT @ M I I LAU N DR i a KS — L- ----- 9'-0" CLG. 101.011 CLG ;D. S — t — — MT I � I I � 611 � �.. STEP ABOVE z l lo' -o" LG. WALK -I 1 1 11 5 1 11 1 11 _ 611 6-2 O 3-6 6-4 I af �- PANTRY _ _ TCABINETS 13'-2° J I �D ' " I o 1 n 3 O �I Og 0 -0 CLG. I10 WATER ml I "' CLG, I 8 `�' STORAGE AREA I VENT TO Q; SOFTENER 0 ROOF LOOP 9'-0" CLG. o o� 21.411 31_ II 61-2" _ ______ , FLAT F = I SOFFIT @LINE LINE OF SECOND U-' 2 -0 I LINE OF SECON �' d 9'-0" CLG. 1 11 _1 :::.: I = FLOOR ABOVE ABV, H1 nP FLOOR ABOVE I � 6" ac , c.__. .._ cm _ r 1 11 J �1 o f — � � 'I Ji H I 111.611 I 61 X411 21-811 T411= 1 01.211 I N i -011 ------------------- 19v j I FLAT SOFFIT @-� I X11 I T 0 STORY LINEN I 22 X 54" ATTIC 101-011A.F.F. I I I VAULTED CLG. I N ABV B1 I (TYP,) U.N.O. I I I o 3 FOYER 2 ACCESS W/ PULL ---------------- _ - I 0'-4" CLG. -- -- j DOWN STAIRS a I B I I II OAK --__-- I ' _ 0 N O %12._81. I I I STAIRS ;; _, I, OP 0 1 ,_ I i UP i i - i "' 42" OPEN STAIR I TWO CAR GARAGE H 12 oI DINING ROOMI)(D i – – RAILING – – – – – 9'-0" CLG. a 121-011 TO 121-811I I MT, W/PICKETS SPACED U_ COFFERED CLG. N ABV. H1 I I ao I o TO REJECT A 4" Ow 1 = -' ' � �- – – – – – – – � 1_ 11' �� 1. 11 � G N '--1 SPHERE � � 111 71 0 I % ZJD F=l O J ' � N 1 Nk M H B H L STEP _ J J11 1B3 J H 1 ABV. 81 ABV. H 1 ABV. o C�NTRY VERED 10'-8" CLG. 3'-1%" 2'-4%" 2'-4%" 1'-10" 4'-81' 1'-10" 41-4" 1'-10" 5'-1" 5'-0" 5'-0" 5'-0" 5'-0" 111.011 141.611 91.611 11 201.011 FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" A A7.18 55'-0" CLASSIC 9.1 91 Ol 0 rc�" 14 q!wn "cVELOPMENT VE D lIDDITIONAL NOTES, SCHEDULES, & DETAILS ;AN BE FOUND ON THE AIN SHEET. oC 0 Q U) Q m Q cn 0 U U Z U Q LU m V H LnZ H Q O TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. June 26, 2018 OF FLO a f 'CLl ;L t Th_(. 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 M 00 ¢ 00 U j� U Z W ¢ L� �Q1cV C W J Q:>'�o �. ° J ��� o V L _JL i cu U _ Z a ¢ a- w-po 2 W V1 ao L C ap an °JcTo ' EOE¢ ¢ U N J .J ¢ I'D O o�N N 0 z z 0 C!) Cp'-) 1 LLJ LJLJ LU 11.1 , j V) (,r, ' W Q u.' � U d ' z Uj o cn cn O �-- LU Ltj U C w �ICn 1 z i s I W m� w' w w o w; C) Y N LU o c i, z w • ca 00 Z N C) o �LLJ Lu LL tt? `�ERIAa NUMBEP1017.0 z LL_ O � z z p Lr) �Lr) F-1 � O w J LL � � O a � o z I wLU Q > ~ OLU w O = Q F- �- 1--1 z 03�:0 LU off U-) J w Z ow0 LLuO� o F - z Lij=o Cew� U Lr) Q w � 0 W � Z =zw of Q C:) O J 0 o �- LL_ o0m I"°rfLU O v, Q O C) O n U w CO z z o moa O:fLn F_0 re C:) z w mQ> � � J C) Q Q LU Lr) 0� 0 J O moa pct a O Z =mo ��oLD Q LU m°0w� J � oQoo z = in w U) w (J-) Ocn-ALL' LU a�`r)m (D offw z z p �> 0 ow zz� LU 57wLr) _ ED (D�0 woo' CO a- oQwo LU U-) = o LLJ z ( LLJ a Q W � a � L O O w z LZ o � LU r-1 ago= U-) z z 0 z p Ln U') O D Z 1--1 z w Q Q 0 cn cx� h a wLU > --1 u Z U3 Li z a p—wLL_ z O O:f cn w Qw F- 0 cfVi w i `n w w m U Z J LL_ �00LL- QVF--O SECOND FLOOR PLA SCALE: 1/4" = 1'-0" 12 0 r\ N N I I 1 ROOF BELOW I I I 22X30 ATTIC I I ACCESS PANEL 35'-4" 1-011 61-511 91-611 11'-5" — — I — — — — — — — — — — — —I I A I I I I A7.1 3 1 I I I I � I I I I I I I I /,ROO BELOW I I I I I -4■I _Mwipm T.. O, 11 11 31.611 J 1 ✓ i 231-611 Iq 16'-0" LOFT 9'-0" CLG. 42" HIGH OPEN OPE RAILING DN. SPACED T6 REJECT A 4 SPEHERE 4 8'-811 �[ 9 OAK STAI n.0 STORY o - --- FOYER--- ' 0'-4" CLG. A7l18 CLASSIC BEDROOM 3 9'-0" CLG. 0 14 13'-411 O M N 31-6 VV M 9'-10" N A. H. 11 #1 O S rn .--I 51-411 71-611 I �A.H. #2 91 F F GAS DRYER � R & S -- --- VENT TOR OF BA H 3 Ln! 66 9 -0 CLG. 061 i -,j- ! ,j- _1 ?4X36 15 5'-411 6" kTTIC O 1 ACCESS `V 41-00 71-211 0 1 0 LO M BEDROOM 4 9'-0" CLG. 5'-6" 611 A /,ROOF BELOW /,ROOF BELOW N,i !E�<L --- - - - - - - L - - - - - - - - 11'-0" 51-411 4'-6" 35'-4" O 0 N 0 0 rl a B A7.18 COMMUNITY DEVELOPMENT APPROVE, ►DDITIONAL NOTES, SCHEDULES, & DETAILc. ;AN BE FOUND ON THE AM SHEET. Qf 0 Q Ln Ln Q m 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 26, 2018 0 F F�4� f4�y 7 A P ' t • `= AR 967 .` Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W o rn Lu _j-400 o� ¢ 1) L� 00 (} Z LU d Ul) C V W(ra (JNN > 00 0' C) f °C) 0 d UJ L i Z a — U CL < 0 c) O V+� wcn Q L Cagm N Q 06 Q -L E04 M ¢ O N J ko o 0 N 0- 0 o' Z n I oLU , » o% w ' t U € LU LU N W w O z , ce cn a`0 ? 0 c C! ) LUIz LU Z LU m LU wi 00 w i l) o ' U w \ p LU __1 O q S LU w LU _T- 00 z oC 0 o CY7 z 0LU U � � cn 1017.0 CL L 0 U T fu L 4 CL 0 cl O z U_ '--' O � z z O QLr) z�� w O z nw0 a ry O w � LL. J C) O a � o I wLU Q > ~ co LU �� LU oo= QF~ 3: O LU >O:fLn J w z O w O LU O Q z O LU CS w z U O Q LD O w � = z w � Q � c"_� 0 oOLU LL.J � z J =Q �F-o LL o0J U c):f m � OU Z Qry0 o O n Q c U re i w z Co ~zz � LU C:) Q LU a � z w En <c J O J J � J F- Q = LU O � O �N- J O w U CoQ OC)r-� coz O = m U F- M Lr) LU zo LU mmw� oaoo z = w w_ U) J w Q��~ a � m orf LU O >O O Cl Z U 'n C) LU =LULUo F— z LU CO 0- M LU c) oQLUO LU U z z = o z LU w Q Lr) �o Ow z w D � LU p w Lf) LU z z � O z �O z z �O O Q Q0=� �n°C..wa LIJ LU z ED w z Q UU)wLL z w O Qw�LL_ z = z O c?LU � z co oo�� LU LL] m w J z —I Lit_ O O w a U l` O TWO-STORY FOYER - M ZD N RAILING @ 36" —1)DETAIL A3. N SCALE: 1/4" = V-0" 4 FIRE PLACE A3.N SCALE: 1/4" = 1'-0" SECOND FLOOR 11'-4 3/4" M 00 \ Ln LANDING Of Y—FI1F VERIFY ,FIRST FLOOR TO' -O" FIN. FLR. 2 STAIRS A3.N SCALE: 1/4" = 1'-0" � _ I C) 1/2" PLYWD. ' 00 2x12 WD. CARRIAGE" ao (3 REQ'D.) 2x WD. TREADS (NOMINAL) TYPICAL .-� 4R@75/8"=2'-61/2" 1° 2x4 STUD WALLS N 3 STAIRS A3. NSCALE: 1/4* = 1'-0" FOYER NOTE*18 RISERS @ 7 5/8" 16 TREADS @ 10" 1NDING * CTUAL STAIR RISERS TO BE VERIVIED BY CONTRACTOR IN THE FIELD 42" OPEN STAIR RAILING W/ PICKETS SPACED TO REJECT A 4" SPHERE STAIR RAILING AND GUARD RAILING NOTE STAIR RAILING, STAIR GUARD RAILING, BALCONY RAILING, AND BALCONY GUARD RAILING, SHALL BE CONSTRUCTED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION. IT MUST ALSO WITHSTAND A UNIFORM LOAD, NOT CONCURRENTLY WITH THE CONCENTRATED LOAD, OF 50 POUNDS PER LINEAR FOOT APPLIED ALONG THE RAIL IN ANY DIRECTION. INTERMEDIATE STAIR RAILS AND POSTS (IN -FILL) SHALL WITHSTAND A HORIZONTAL LOAD OF 200 POUNDS APPLIED AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY WITH OTHER LOADS. INTERMEDIATE BALCONY RAILS AND POSTS (IN -FILL) SHALL WITHSTAND A HORIZONTAL LOAD OF 50 POUNDS APPLIED AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY WITH OTHER LOADS. THE UNIFORMLY DISTRIBUTED LIVE LOAD FOR THE STAIRS SHALL BE 40 PSF MINIMUN. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1-1/4" AND NOT GREATER THAN 2". IF THE HANDRAIL IS NOT CIRCUALR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" AND NOT GREATER THAN 6-1/4" WITH A MAXIMUN CROSS SECTION OF DIMENSION OF 2-1/4" EDGE SHALL HAVE A MINIMUN RADIUS OR 0.01 INCH. WINDOWTAG WINDOW SCHEDULE CLA (�t:WINDOWCALL -OUT LOCATION TYPE ROUGH OPENING SIZE REMARKS A SINGLE HUNG 2050 24 1/2" X 60 1/2" LOW -E VINYL / TEMPERED B SINGLE HUNG 3060 36 1/2" X 72 1/2" LOW -E VINYL/ EGRESS B1 TRANSOM 3016 36 1/2" X 18 1/2" LOW -E VINYL / TEMPERED C SINGLE HUNG 3060 (2) 36 1/2" X 72 1/2" LOW -E VINYL D SINGLE HUNG 4050 48 1/2 X 60 1/2 LOW -E VINYL/ EGRESS E SINGLE HUNG 3050 36 1/2" X 60 1/2" LOW -E VINYL/ EGRESS F SINGLE HUNG 2040 24 1/2" X 50 1/2" LOW -E VINYL G SINGLE HUNG 2030 24 1/2" X 36 1/2" LOW -E VINYL / TEMPERED H SINGLE HUNG 2060 24 1/2" X 72 1/2" LOW -E VINYL / TEMPERED H1 TRANSOM 2016 24 1/2" X 18 1/2" LOW -E VINYL / TEMPERED I FIXED 3020 36 1/2" X 24 1/2" LOW -E VINYL I FIXED 3030 36 1/2" X 36 1/2" LOW -E VINYL CDOORAL POOR SCHEDULE (�T__DOOR CALL -OUT LOCATION TYPE SIZE REMARKS 1 THERMA TRU INSUL. ENTRY DOOR W/ 12" SIDE LITE 3'-0" X 8'-0" FIBERGLASS 2 O.H. METAL GARAGE DOOR 8'-0" X 8'-0" 11 3 SLIDING GLASS DOOR 16'-0" X 8'-0" 4 LEAF PANEL / TEMPERED 4 GLASS SHOWER BI -PASS DOOR 5'-0" x 6'-4" E 51 DOOR 2'-8" X 8'-0" SOLID WOOD NOT LESS THAN 138" THICK OR 20 - MINUTE FIRE - RATED 7 HOLLOW CORE DOOR 2'-6" x 8'-0" 8 HOLLOW CORE DOOR 2'-8" X 8'-0" 9 HOLLOW CORE POCKET DOOR 2'-8" X 8'-0" Manuel Gonzalez, AIA 11 HOLLOW CORE DOOR 2'-6" X 6'-8" 12 HOLLOW CORE DOOR 2'-8" X 6'-8" AR 98560 13 GLASS SHOWER DOOR 2'-0" X 6'-8" TEMPERED 14 HOLLOW CORE BI -PASS DOOR 5'-0" X 6'-8" 15 HOLLOW CORE BI -PASS DOOR 4'-0" X 6'-8 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 U U U Q LU W 6 .0 TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WfTH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. June 26, 2018 .wys p t�f"1�r� E AR 7� ` ` J 'ED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W v'_ o M Lu o m 00 d 00 U < 6u "Z (j)W U) G cic kn 00^O a > p o r v �t T Z L it i d U CL¢ LU V1 2 ��o Q L C m 0 w Lu Ln Q Q F - E0�¢ ¢ N ..J -' n ko o Q N L c LL, z o w c� w LTJ LU LLLj cn Uj N w I— U z Uj L—, 0 c7 0 �-- U) '� a z LU U o i 'Q^`' � V z LU m � �I � w w O � w c LU J O e >_ ? A } , w - F_ ca ca zC' C-) w tTj w z Cn J Q W 06 W J LU U W z 0 '! z M cc 0 . LU 0 cry J U_ c n z 1017.0 2f LL. O C) z zo w Lr) LU =)acr� Of z m O W J oLU po a o z O W Q LU m 0 O LU 0 O = Z 2 F -- LU LUcyf � O J W Z O w O W O � (7)o z a� o U O Q � � O w } z = z w cy,� 0 LULL- Z J = a r�o U � CIL LUm Q O -27 O oo� a�� U LL- -0 w Z m Z � � Q "'w _CL � zw co --10 J J � J Q 0 � O � J O � � V CL C) O,,,� a O z =mo � nom Q ED z m m w Q J 0Q Q r z �= 0 w �wtx J w LU U_ QLf) ~ CID CD af w Z z O O LUO pC Z U Lr) ��wcf) Lr) Uj 0 O ¢z w pC af p m a z C Q >LLJ O z z = o z (f) w � w � LL; � L0 � �j O w z w LU U V=Dc) LU_ ,-, w F— z O w = O O zoo" L bo o z,� z w � Q Q 0 cXf LU C) oz LU 5z Q U U LU U - z w O a ~ o � � w QLU z = z O z w�Lcn):m o z = � oma= ow mw a Z J LL. 1OOLL. aU �-0 0 N T_0. RIDGE - - - - 0. PLATE @ ENTRY rom, IN] o r -c 00 H. 0 FINISH FLOOR 1x3 BOARD & BATTEN FLASHING---:-, FRONT E LE SCALE: 1/4" = 1'-0" m®- • VATI O N CLASSIC i i 2ND FLOOR HT. rh_- i o T. 0. PLATE C3 , N Q� I I o I NTCD I I 4" CORNER TRIM (TYP.) FIN. FLOOR k-, D ............ . ..... .... ........ . ... - .......... I �11 J I L I 6 5 1 5.2.18 5.2.18 5.2.18 RIGHT ELEVATION SCALE: 1/4" = 1'-0" CLASSIC FLASHING FIN. FLR 0 ELEVATION NOTES PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR 1' DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED OTHERWISE FOAM APPLICATIONS FINISHES SHALL BE ACCORDING 2' TO EACH ELEVATION "CORAL -LIGHT" OR EQUAL PRE -FINISHED FOAM APPLICATIONSSHALLBE INSTALLED AS PER 3' MANUFACTURER SPECS. U.N.O. PRE -CAST STONE APPLICATIONS, SHALL BE 'STONE -ry 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 DRAWINGS, 7. ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING WITH THE SUB -CONTRACTOR /MANUFACTURER AND 8. THE ARCHITECT/DESIGNER IN WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND APPROVED PRIOR TO INSTALLATION 9. ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING 1HEIGHT OF COACH LIGHTS WITH TOLL BROTHERS P.M. ADDITIONA-L-E-EVATION NOTES: 1- PRE-ENGINEERED, TRUSSES TO BE MANUFACTURED WITH 7" " HEEL 2- ALL HIPS TO BE MANUFACTURED WITH A 1 1/2" OFFEST AT CORNERS 3- ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN ADDITIONAL 1/2" DROP ASPHALT SHINGLE ROOFING 1k COMMUNITY DEVELOPMENT APPROVED oC 0 Q V Q m Q V O U U U Q LUm U z Q TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE Of CERTIFICATION BELOW. June 26, 2018 OF FL Al �r xi R 967 0 rr ' epi., `ED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W (� O M W O O 00 0000 U Q W J `� N W � °U j o0,c)d o LL U ¢ L i1 ` = a = J¢ a s— I�o-6 U C� W V1 a ° L C�OL1 a) u Ln Eo�� Q -j N Q J V)E =¢ CL L U J t.o O O ¢ ILD N a O Z ULULU; P— CDC W LU LU I i LLJ w LU ru � �Z"; 0Z 6102-7 i --i ._..d 1 z � E J:ecn C:) CL €z U QLU z w CO W CO LU w O � ce LU of ;, WLLJJ O e ✓e—((( co F r C) Q CI Lij w t c z C) w I 00 w T� � z U �H z 0 Uj W LU L.L, cra 1017.0 Q L 0 V A L _co C- 0 O z LL_ O 0 z z QOM z(U)nL OLU _ LU � z co O wJ LL.J Q LU � a- 0 o z 0 w Q LU u co 0 F- = w 0 O = 2-- -r z o O j�cn J W :::- 0 O w O Lu O �o z LU <co � w V O Q d (1) U o! Z a O LU Z = z w C,f� 0 oo� LUF- z J 2 Q ��o o0J U c m LU O U-) Q U 27 O OLf) QrLU UL`L_w Zm �z0 O z ��Q LU w �zw J O J J F_ J Q F- 02 LL W (J) r-Lf)o V 00 w U 0- 0 af B oz LU >_ O nO(LU �7 Q Lf) z mmw� ED z = w �ML,wLn b Lo Uj LU Z V QLf)>- m �7 w LY Z z 0 > 3: LnO Z LU U O ��wcn =(DLUo �- zw F - co oc z 0 Q > O LU zz=� LUz LL] Q wo o- (7; O w z LZ o � � U 0 Q ::D 0 W zow� = O LLj zz z ry O zpcn O Z w Q Qoz� Ln a w Q LU h oz ED LL z Q (D w w Z w [= O cla 0 Qw�� _ F- (D LU 0 Oz 0LLJ � M w Co LU V J Z J L _ LL_ Q V O- O v 0 N 1x3 BOARD & BATTEN E FIN FLR � - — ---- REAR ELEVATION SCALE: 1/4" = 1'-0" CLASSIC T. O. PLATE —_— —1-- T. O. PLATE O O 1- LEFT E LEVA IO N SCALE: 1/4" = 1'-0" FLASHING ........ .. CLASSIC ................ ATTIC AREA (TOTAL UNDER ROOF) - -___ _ 3455 SQ. FT. DIVIDE BY CODE REQUIREMENT ._.__ .......................... .......... --- ...... ....... __ .... .............. ... MIN. NET FREE VENTILATING AREA REQUIRED 11.5167 FLASHING ROOF PER CONTRACT d- ROOF SLOPE PLAN SLOPE: 6&8:12 U.N.O. SCALE: 1/8" = 1'-0" d� I I I I - TT. 0. PLATE @TWO . ----_ -- — --- STORY FOYER ---------- ---------- -- T. 0. PLATE T.O.HEEL ��.• P L. _ FINISH FLOOR T O 'Op r -j N O CLASSIC ROOF VENT CALCULATION ATTIC AREA (TOTAL UNDER ROOF) - -___ _ 3455 SQ. FT. DIVIDE BY CODE REQUIREMENT 300 MIN. NET FREE VENTILATING AREA REQUIRED 11.5167 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. �jj ADDITIONAL ELEVATION NOTES.0 1- PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" " HEEL 2- ALL HIPS TO BE MANUFACTURED WITH A 1 1/2" OFFEST AT CORNERS 3- ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN ADDITIONAL 1/2" DROP COMMUNITY DEVELOPMENT APPROVED ASPHALT SHINGLE ROOFING I O Q Q m Q cn 0 V V Z U Q LU m U H z a TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. June 26, 2018 F � \ 9673 ` i.Y ♦ �ii[Tf w0 �. [3 ARGt� Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 w O M U-1 o rn r -L 00 d 00 w d rn N W > 0c) 0- E-. °_j ori 0 U d 0 u- = z a __ UCLU _� d ��o Q LL 00 M C3p Lr) f3 Q J E O� d to J as U N J O J d N 0 LL_ �-L z CD Z 0 (r3 ' LU w Uj Uj U- CIO LU IV W Lu F-- 0 � o rLzU � V 1 z' w co LU 00 F_ '' w o (ten � ` LU p w o k � LU co LU 0 LU LU V V) ?z W Q cn W 0 'oC Q W CD r� W z J � (DUJ W Ln U I LU LU � co 4-Z 1017.0 mom, Z LL O z z O QV) z(Lnw O = LU , F- LU O �cl-af z m O LLJ J LL � LU � O a o z I LLJ Q LLJ > CO Q O MC:) -r LU � O Ln J WZ O w O QO 0 LLJ=o Q � V ce W z L)oa d O LU } LUz = Z W � Q � cy,� p O 0 = Z Q (D E— O LL 0 d J U C).- m ooh Q� � U LU L- Co z °O z o LU ZAz A¢ = LL-' CI - 0 z w m Q > �O J J F- -J Q �0LL. uj Lr) V) O 0 O LU � LU U � O <t c r -, Oz LU co F- C) Lr) � Lr) 00 m m w � Q 0 z = Q W � U) U) J LU LU Q�� >- d C.I:f CO (D oC W z -- 0 0 ceLU LU Cl gwcn (j) LU F— z w CO 0cf � � M Q uJ O LU z z = o LJ.J (D J z LU V) Q Q LuLn _ z w cn O U) (! Of OLJJzLU o � LU V = C) LU_ ,—, w L— C) O LU = O Uj re z Z z 11 0O U-) z a LQ o 0 .2f 11-i 0--I Lr) a w Q LU C) o 7, - LU LU (7 Lu LL. f: O Q z=zo Lr) LU CO LU _; � F- owmw . z J U J Z J L,L JOO�- QVF--O INSULATION AS REQUIRED -\ STUD �i `:LAP SIDING DETAIL 5.2.1 SHEATHING WATER -RESISTIVE BARRIER JOINT FLASHING AS REQUIRED NAIL PER MANUFACTURER SPECIFICATIONS LAP SIDING CONCRETE FOUNDATION SIDING HEAD 5/4 SI(L METAL DRIP 1"x6" FASCIA 1X6 TRIM BOARD SIDING PER if -0" ELEVATION 0 ; -2X4 SUBFASCIA -2X4 OUTLOOKER -2X4 LEDGER TRUSS LAYOUT) BY ENGINEER WALL, PER PLAN ('3 GABLE END DETAIL "5.2.SCALE 1/2"=1'-0" ROOFING PER CONTRACT, ON (2) 7/16" SHEATHING 2X6 ROUND VENT ^ 2X RAFTER TAILS@ 24" O.C. @ 2411 O.C. 3/8" CEMENTITIOUS SOFFIT HEEL .411 11-411 � 11 O.H. ' WALL, PER PLAN 4" TRIM @ / CORNERS (TYP. ) :AVE DETAIL KALE 1/2"=11-0" 9 "SERVICE COURT DETAIL 5.2. 1a SCALE 1/277-7 L- — — — — — -i SIDE VIEW 1 31-011 23 M� 21.811 4n SIDE VIEW FRONT VIEW 5A v COMMUNITY DEVELOPMENT APPROVED 2'-6" FRONT VIEW SIDE VIEW 5 BRACKET TRELLIS FLASHING 1 IX2CAP 5.2. FIN. FLR_ I X 6 TRIM I X BLOCKING CAULK AS NEEDED (---8,TRANSITION DETAIL "5.2.SCALE N.T.S. 111 iiia BRACKET '�AS.Z.1B'— FRONT VIEW co ■ 10'1 PLAN PLAN REAR COLUMN "5.2. 1 LALL 1/2 =V-0" �n N Mh1 N FRONT VIEW FRONT VIEW SIDE VIEW 11-1011 PLAN PLAN s `FRONT COLUMN "5.2. 1 • 1.WA I 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 26, 2018 OF F f zaA I ` R 967 ` Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W p! o M :D .-I co d 00 UZ ¢ T„ V N C Wi 0tn r-1 o a �. � C)�� ° ` Vr u L L i =z a Q) -0o LU N ct Do L C 00 M J . O CO Q E Q J ¢ U N J J Qko o 0 0 N 0i Z f ' LU 'e LU cac 1— LU LJJ (n U-1 N W L.iJ H U 0 U z o L ---L p[ c ccl O F— LLJ zLLJ QIU �U) W co LU 00U LU W p W Y O N W J O E � LLJ Q <% Lli LLJ LU v to i I J W 00 0 Q N O J W 0 EdWLU LU U Uj LU ZD W Ln :FERIA . NUMBER 1017.0 z w '-' O � z z O zc7)nw O w F— v) w O a ne, �zC° O w J �J oLU ho a o z OI LU LU = ¢ � COLij Q —1 �w Cl Z O= ¢�z oho LU J w Z O w O LU O 0 z Q�o LU Of w z UU)¢ w � Z � a O LU z = z w 0 LU J � z J S ¢ � O � o oC LL.. cl-LU 00 U p[ m LU Q OO:f O rl oQ(i) Q ry, o v - w z Co z ��¢ w 1U =a mQ> J Q J J � J ooh oo� O of c!) U �o� o� Boz =mo F- oLf) ocwn0(D Q (f) z LU'-' >-C°w� J � U -j z = w (f) w L10 J w LU U 2 Q�~ rym � V' oC w Z Z O O O QLU zz w cn =(DLUo i-zLU 0 CO Q w O LU U z z = o LU z LU cn J¢ LU ¢ LU (D c)f vi u') rn Ow z w D � LU Q Q ZD p w �Lf) wF- z O w zLU zz LL- C:) Q z O0 z O D O E - z w ¢ o cn of a w ¢ LU 0 Lu o z ED w z ¢ O w w O z = z O LD LU LU ryCO LU <0 LU O O LL - <c U f- C) C RADIANT BARRIER ROOF PER CONTRACT (TYP) TRUSS LAYOUT PROVIDED BY TRUSS MANUFACTURER <; u BEDROOM 2 (�r ' I : ;� s' r II r I1 r LOFT 0E_ Ft r i 1► i E ..i.L i AR 907 ' Ovan G. Drummond, AIA AR 96399 17 A BUILDING SECTION A7.18 SCALE: 1/4" = 1'-0" ROOF PER CONTRACT (TYP) VTRUSS LAYOUT PROVIDED BY USS MANUFACTURER } RADIANT BARRIER FAMILY ROOM FIREPLACE \-TRUSS LAYOUT PROVIDED BY TRUSS MANUFACTURER —\ BAT, BUILDING SECTION LE: 1/4" = 1'-0" FAMILY ROOM CLOSET CLASSIC SEE SHEET A3.N FOR INSULATION SCHEDULE TRUSS LAYOUT PROVIDED BY TRUSS MANUFACTURER li FOYER CABINETRY AND APPLIANCES SHOWN FOR REFERENCE ONLY CLASSIC SEE SHEET A3.N FOR INSULATION SCHEDULE M VERS O Q L0 Q m Q (n O U U U LLjQ m z Q LU V) 0 Q TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING : ..............-..... 0E_ Ft r i 1► i E ..i.L CABINETRY AND APPLIANCES SHOWN FOR REFERENCE ONLY CLASSIC SEE SHEET A3.N FOR INSULATION SCHEDULE M VERS O Q L0 Q m Q (n O U U U LLjQ m z Q LU V) 0 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 26, 2018 0E_ Ft r i 1► i E 6 E • t i AR 907 ' Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W 111 C) a% 00 o� Q00 Zj 00 U z U'� d lye J W cc: >00o Q ro It 0 U LU TT ev L LL— fu i .L T Z CL Q U Ut11 a i oo a 1!4 ry Q L C 0c) M Q J u7 O E Q co 'I- < E Q _¢ o � N U %D o N Q LL - 0 i cry ' ' ry t-- LU N a. zUjcn '-q, , oC c� Q ,� F cn a <c L'Z w U LU CD z � I LU co LU F- w 00 U0 93:� o N WQ \ w J N O r z ? � LU cc) I w aLU 00 z O 1�� U � LU U) (D Q dj �--� 'Lj LU LU Vie= LU m Ln 7-)ERIAL NUMBER 1017.0 C� 1.- c. V ro 4- M_ CZ O c co F_ (9 z LL - (D O Q z z O a0cn zc�nu; O _ cwnw0 =) a re' oc z m C:) w J w Q O a � Q z LU af I wLU Q > ~ co LU r, Q w QO= z = �- Q O w cn w z O w O LU O H cn Q LUoQz �=o of w U L Q Cl. O w�- z = Q w F_c):f� Q LU J � Z Q U O � �F—O LL_ LU O a V pm[ co cn z LU 0 Quo O (n z w Q2:Ire V u L� Z � 0 Q LU LU = w �zw mQ> J O J J � J Q OLL. , VQ V2 / /CD O r/ (D 0 C)-- Lf)� LUQ� O� a O z =mo U) ��o(n Q =5 LU m0°'za ry � Q Q z = w Ln w (f) C:) CDwz z O > O zLU z O 2::wLr) cnwQz 2 C7 U O F -Z w� �- Cc Q CO CY n Z Q Q w O LU z z = Q z � - i C� Q Lf) o LU Lr)� o Wzw Q LU LU QQ= oLLJ �U~ z 0 w LU Lr) z z � f5ooLn z z a c ~Lr) O Q z `LU Qoz� F- a w > LU Ly LU Ll - (D z Q w w z w �=�O n `�Q cn � w Qw�LL z= zO (D F_ riw LU ,� m L Q O Ln a LU w m w Q Z V J Z J LL. X00" a U I— C) KITCHEN WALK-IN PANTRY - J_ - FAMILY ROOM rvvvvLrn ROOM FE VIVO STORY FOYER FIRST FLOOR DIFFUSER LAYOUT SCALE: 1/4" = 1'-0" CLASSIC MASTER BATH A/C COMP #1 A/C rnMp if7 DIFFUSER LEGEND ® j SUPPLY Ij RETURN ® EXHAUST FAN FOR REFERENCE ONLY U) O U U U' Q m U H z Q Ti 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 26, 2018 C}F FL t7,p 1 Q d i e f fL # • $ f R 967 ' Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W ty o 0) LU _, o ON T-4 ao ~00 00d U U' Wcc > '� ^ O � o °J ��v T Q ur L ii ru i = ZL U ru i 4-1 �-6o Q E U L C cc) Cr1 w L E 06 j2 < J C ¢ U N J -' r, tD o �o o ® °� CL N O w Z O z 0 z r LU LU ry Lit LU LU N Lu Lu zLL w r ­. � '~ Lf) LLJZ � U f L, O Q Z i � w E m �I W o LU (n Of N V) O C) LU J O 00 w t - a Ca °1c LU t LLJ w w 2 L i V) 00 0 0E'DC LU Z LU ILL. L.L_ LLJ LLJ co LLJ 0 Ln SERIAL NUMBER 1017.0 Q L 0 U 41 N CIL. 0 a Z LL- Q .LO � z z O ¢ ,-._, cn zcjnLU vi w0 =) a orf oc z m O w w � re O a o O z i w Q COLU QO zQF=- Q ~ Z p 3:O LU ry Lf) O w O Qoo LU =o ¢�V LU Orf w z U LU O Q ZD O LU} Z = z w C)r� oO0 LU LL -J �- z -' 2 0 Q (D ar- �F-O LL- C:) O I V m LU O (f) Q Vcr- O 0 O Lf) arm U i w Z m Z r"� Q LU w 2 a. � z w m Q > J O J J � J Q O 0 (_ C:) Lr) Lr) o� ,��,JO "'�U � M Oorf� Boz =m0 h C) Lr) �(. 0(D Q�U-)� LU mmw� J � � Q Q Q z = � LU wU) 0 Lr)J w LU U2 CL c1f CO CO U clC w z z0O� zO Uj Z—) LU (n LLI 2 C> � O h z W h CO Q[ CL 2, Q w O LU U LLJ z w U')U ) a p = z LU O O p z w LU = p F- c) _ w p w z z z LU � �oou., z z a cn O z,� z w Q Q O Lo U') cjc�wQ � LUoz w w ::- LD U — w w z w O Qa- �, CfU)�w QwR�:- z=zo LD F-- LUz Lf) LU �LU o=� owmw J Z J LL. JOOu- Q V 1— O SECOND FLOOR DIFFUSE LAYOUT 1.4 DIFFUSER LEGEND ® SUPPLY RETURN ® EXHAUST FAN FOR REFERENCE ONLY U U U Q m TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW, June 26, 2018 F FL w R X73 ED C, Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W C) 0) LU O M .-+ CO 0 h +�, T 00 < LLJ `LJ U) cV V W c >coo °L -F rj" o d�_ ��`�- v =z fu —w CL -j �. w<-6 o 0 c ctULU V) L 05 M C6 _ "4-J C V1 Q Q U N J C) N O U- Z 1 0 LL- �I z C3 Z z O LIJ' LU l - w LU w i w N W^ LU O LLjjZ U � Q L a.a 2f I w m U) 1-4 U Of o w�D Y O w J N O 3 !— e ca , w iL LLJ LJ w U LU X� O J Iw cn 00 ILL. �o N ! D V) U-1 z O LU (, w LU L1J w 2L Cn Lnn I TRIAL NUMBER 1017.0 _Q O U ru Q O a z w �0 �z z Qom z cn w oc � a� 'Ecco 0 w J o O Uj z 0 wLU Q > oo =DLU LU ooh ~ z LU � O J W z Ow0 w O 0 z Q � O � w U Lf) Q � � Z LD w>- } z = z w �Q5:- a� LU O0 J � Z J =0¢ af o o�J V oC m LU O Lf) Q Ury O � O � Qr� V LL_ w Z 'Q z cx- w`L'� _cl- LU co J 0 J J F-- J Q O 0 = w w U) O L cn ocl:f J O U w � V 0cyf� Orf, O z =mU F- 0 n 0 (D Q Lf) LU m co ,z Q J � � L Q Q Q z = � w �U'wcn c) LnJ w LUUa �5 Lr) >_ r m C'7cc,-wZ 0 >O LIJO LU z 2: w cn =��o wo CO � z M Q wLU O zz=� z L/-) - i Q ,) Q Lf) �, z O ce��� owz LU o � o=�o Quo= Lf) LU z O w z z z 0 z C:> z z w Q Qo=m V)�w> � LUoz LU w z Q zc)-"Jo aa�o Q W LCL Z = z O Z W c'Q m = oo� Q��� U�� L< w CO w �z 'U J Z I LL. � o 0" Q U H O GFI WP COVERED LANAI GFI \\ WP A/C COMP#1 COMP #2 FI I� TANKLESS MASTER FI HE GAS TERTER In qPWP GFI H .......... -- WP GFI L , WATER cn�-rcnicn TP GFI \ AUKAUt REA -j 1 \ 2 CAR ATTIC ACCESS I GARAGE \\ WITH LIGHT & 3/4"�MPTY SWITCH IN CONNITJTO SURFACE ATTIC/ BOX W/ MOUNTED BLANK PLATE ELECTRICAL - IN GARAGE '\\ PANEL G.D.O. Li - a � 07-� -/ GFI \, WP GFI ----�-------- _ _ _ _W� TFI COVERED J WP ENTRY ..................... __ ...... .............. .......... . :....................................... ;;... . ...... . ..... . . . : FIRST FLOOR ELECTRICAL LAYOUT SCALE: 1/4" = 1'-0" CLASSIC J I T[a I ' I� � 0 C ELECTRICAL LEGEND d)SINGLE RECEPTACLE 6 ____ DUPLEX RECEPTACLE ®_ 240V RECEPTACLE SWITCHED RECEPTACLE DUPLEX RECEPTACLE (220 VOLT) SINGLE FLOOR RECEPTACLE [ DUPLEX FLOOR RECEPTACLE SWITCHED FLOOR RECEPTACLE QUADRAPLEX FLOOR RECEPTACLE GFI GROUND FAULT INTERRUPTER (GFCI) W P WEATHERPROOF GROUND EP ELECTRIC PANEL VP VAPOR PROOF ® RECESS INCAND. (EYEBALL) FIXTURE SINGLE FLOOD - WALL MOUNTED A DOUBLE FLOOD - WALL MOUNTED SINGLE FLOOD - SOFFIT MOUNTED DOUBLE FLOOD - SOFFIT MOUNTED HANGING / PENDANT - CEILING HUNG INCANDESCENT FIXTURE - CEILING ^- - MOUNTED ® INCAN_DESC_ENT FIXTURE -WALL MOUNTED _ RECESSED HIGH HAT 2 FT UNDER CABINET FLUOR. FIXTURE 36 3 FT UNDER CABINET FLUOR. FIXTURE l._� 4 FT UNDER CABINET FLUOR. FIXTURE ® STRIP LIGHT O 12X24 FLUOR. FIXTURE 12X36 FLUOR. FIXTURE C I 12X48 FLUOR. FIXTURE 24X48 FLUOR. FIXTURE SS EXHAUST FAN �o EXHAUST FAN W/ LIGHT M ELECTRIC CO. METER G.M. GAS CO. METER ® SD/C0 SMOKE DETECTOR/CARBON MONOXIDE DETECTOR sD SMOKE DETECTOR SINGLE POLE SWITCH 3 WAY SWITCH 4 WAY SWITCH DIMMER SWITCH q PUSHBUTTON L= DISCONNECT SWITCH QQ JUNCTION BOX 0 TV JACK �- V PHONE JACK - PREWIRE ONLY Q THERMOSTAT O PHOTOCELL - SOFFIT MOUNT Q PHOTOCELL - WALL MOUNT O ELECTRICAL PANEL sP SPEAKER WIRE FROM TOP OF WALL FL, KEYPAD ® CHIMES F===� STRUCTURED PANEL (A.K.A. SMART BOX, COMMUNICATIONS BOX, MEDIA BOX, HOME DIRECTORY) INTERCOM FOR REFERENCE ONLY U) O U U U Q W m M O Ln O TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WRH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW, June 26, 2018 t) F FL I R 967 0 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W LU O 0) __4 00 o� 4 Q 00 U Q W �, e W c > '—� p a ��� a J wU _ ¢ Q fu s Z a - i J¢ N-6 Cc::))2 U NU W V) L C0o M rL Do 0' ° `no J E0��" E ',1-a .J a Q N J J d ko O Q N 0 � O 0 z LU LLJ T i w2K LU N Uj zUjcn o CL � LU U LU z' W ED � U{ 00 w w O � a o LU Y O N W J O LU co LU LU 00 Z � � UU W LU. F-- LU LU V w ca w w _J Z3 U? W z [SERIAL -NUMBER 1017.0 C_ O V A L fu Q) .Q 0 a O z LL_ O pz z 0 z cern ,LU 0 LU cn w O Z:) a ry rez m LL] J w LU opo a p I w< w m LU O M w Qo� p O LU >C)r' Lr) J w Z owo w0� cn p Z < O Qf w z V O Q 21- L O w z = z w �Q� cy�� CA LU O J F— Z J = Q ��o 0 d J Vcy, co LU QUo m0L f) Q�� V i w Z Co z p Q w ce LU _cl- mQ> �p J � J Q opLu t oo� J 0 af U V a p 0��- ro:foz =mo �UjoLn m o LU a J � � C)LU Q p z = p w 3�:Uw(f) J w LU U2 OE Q L r �cem CDafwz z 0 > O z z C) O LU cn =(DLUo >�wo mof0-z p Q LU -> O F__ z = o z LU J Q w Q (.r) a"pLr) 0 �criU-)� Ow z w D � LU p = Q Q p _ V (r) ,—, w I— z O w Lr) z z X00"' z n u7 0 z w Q U-)C)r'LU a Lid C) z w w z Q z V w O LU � � w QwLj_ (D �--� u) w w�C�fm � 0 cn LU V ccf LU 00 w � z V J Z J i �OOu- aUF_O SECOND FLOOR ELECTRICAIL LAYOUT SCALE: 1/4" = 1'-0" CLASSIC ELECTRICAL LEGEND SINGLE RECEPTACLE db DUPLEX RECEPTACLE ® 240V RECEPTACLE �b SWITCHED RECEPTACLE � DUPLEX RECEPTACLE (220 VOLT) 61 SINGLE FLOOR RECEPTACLE ra DUPLEX FLOOR RECEPTACLE CO tip :SWITCHED FLOOR RECEPTACLE QUADRAPLEX FLOOR RECEPTACLE GFI W P GROUND FAULT INTERRUPTER (GFCI) __....---- __ _......._..__.._ _. WEATHERPROOF GROUND EP ELECTRIC PANEL VP VAPOR PROOF ® C� RECESS INCAND. (EYEBALL) FIXTURE SINGLE FLOOD - WALL MOUNTED _ DOUBLE FLOOD - WALL MOUNTED �- - SINGLE FLOOD - SOFFIT MOUNTED DOUBLE FLOOD - SOFFIT MOUNTED HANGING / PENDANT - CEILING HUNG INCANDESCENT FIXTURE - CEILING_. MOUNTED INCANDESCENT FIXTURE - WALL MOUNTED ® RECESSED HIGH HAT 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 12X_48 FLUOR. FIXTURE 24X48 FLUOR. FIXTURE 0 EXHAUST FAN �o EXHAUST FAN W/ LIGHT M ELECTRIC CO. METER G.M. GAS CO. METER ® SD/ CO SMOKE DETECTOR/CARBON MONOXIDE DETECTOR sD SMOKE DETECTOR SINGLE POLE SWITCH 3 WAY SWITCH $, 4 WAY SWITCH DIMMER SWITCH 4 PUSHBUTTON DISCONNECT SWITCH JUNCTION BOX D TV JACK V PHONE JACK - PREWIRE ONLY T THERMOSTAT O PHOTOCELL - SOFFIT MOUNT Q PHOTOCELL - WALL MOUNT 0 ELECTRICAL PANEL SP SPEAKER WIRE FROM TOP OF WALL It K KEYPAD CHIMES EH� STRUCTURED PANEL (A.K.A. SMART BOX, COMMUNICATIONS BOX, MEDIA BOX, HOME DIRECTORY) INTERCOM FOR REFERENCE ONLY () O U U U Q m MR F - z T__1 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 26, 2018 FL F l� l 0 t d AR 967 SEC) 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 W O am _1 rl 00 0 ~+ 00 d J W > co c) a J Q ¢ 0 "_j U ru LL Z a Z 0-6 U_,d W -0o 0 W to L 'cu M O a) u6 Q J E0�`� _� ¢ U N %D O J a 0 a CL N O z LU LU Uj F_ LU LU LLJ IV L1J w ll U;OLy U z � o a.cl.� LLJ ZLUU z' LU m �cn ° 4 w w O w 0 Y � LU J O > Imo, cn LU LLJ uj J U oC V LU 00J W z p O No0 a yj V o z o LIJ LU U U, co w? z W _T_ Z:) SERIAL NUMBER 1017.0 4, 0 Q L 0 U ru a Q 0 O z IL 0 z z QoU) zLnw 0 cww no ZD a orf �zco 0 w 0 O LU cv, CL z I w Q >F- o o�- -1 00= z = F - Q ~ z Loff U J w Z Ow O Io Q Uj Q < CK w U (n Q ru c,� LU>' z = Z w uj�0 � P- Z J = Q �o� 0 LU d J U cy-LU m � UO Z Q 0 00tH Q�LU U I~i w z C° UJ z � � Q w d Ce Z w mQ> J O J J � J Q o C) uj Ln o Ln u, o� J rO � � V ao� �C),f� coz =mo C)LUoLn QMz muj Co LU � oQOQ z = Q w w� O_7 w Z J w -::r_ Ln >- m C9 oC w Z z0>� O Ln CD =LULUo mLU caz oQLUo CLLUQ zz=� z Ln Q � w= cn �z o"' z w o Uj QZo= U (n LU C�l p w LU U-) z z U_ O 0 Ln z (no Z w Q Q O ry Ln L LU Q LU cUj Fti G LU U_ Z Q zvr o LU Q w w Cn F— U -' z QzLU LU Q Q w m U ,J 100 Ll- U OF— O TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAI 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER FLASHING EXT -1 D3 TAPE TYPICAL SLIDING N.T.S. SEE NOTE #2 --' WALL SHEATHING WITH WEATHER RESISTIVE BARRIER 0 THER RRIER & 'SECURE WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) CONFORMING TO AAMA 711-07 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY LASS DOOR FLASHING DETAIL- (EXT- 1) ETAIL(EXT-1) FLASHING CANT STRIP SILL PLATE NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIV TYPE (MIN. 6" WIDE) CONFORMING TO AAMA 711-07 2. INSTALL SILL FLASHING AS SHOWN ABOVE 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS WATERPROOFING AT EXT -5 EXTERIOR OPENING OR D3 N.T.S. (EXT -5) CONT. DRIP EDGE ACROSS DOOR HI TO DIVERT RAIN ninrG- HEAD FLASHING TIE-IN INSTRUCTIONS: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 2. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 3. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING WEATHER RESISTIVE BARRIER TAPE NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE). CONFORMING TO AAMA 771-07 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE. 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS, 4. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS. EXT -2 TYPICAL W D3 N.T.S. WALL PER PLAN EXTERIOR DOOR THIS DETAIL ONLY APPLIES AT E:KTERIOR DOORS THAT HAVE NO IMMEDIATE OVERHANGS ABOVE THEM AND DOORS THAT HAVE A SECOND STORY WALL ABOVE THEM. EXTERIOR DOOR -EXT-6 HEAD DRIP DETAIL D3 N.T.S. (EXT -6) WEATHER RESISTIVE BARRIER - 1 2 DO NOT FLASH OVER BOTTOM NAILING FLANGE WINDOWS TO BE INSTALLED PER AAMA 100-07 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING 611 �— SILL PAN INDOW FLASHING DETAIL WALL PER PLAN RAIN DRIP REGLET EXTERIOR WINDOW EXTERIOR WINDOW EXT -7 HEAD DRIP DETAIL D3 N.T.S. (EXT -7) (EXT -2) FLASHING Q z LU 0 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. 4F FLS} (ASSEMBLED Gon -n WINDOW) -n cn cn z c� AR 96399 z c� AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE). CONFORMING TO AAMA 771-07 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE. 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS, 4. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS. EXT -2 TYPICAL W D3 N.T.S. WALL PER PLAN EXTERIOR DOOR THIS DETAIL ONLY APPLIES AT E:KTERIOR DOORS THAT HAVE NO IMMEDIATE OVERHANGS ABOVE THEM AND DOORS THAT HAVE A SECOND STORY WALL ABOVE THEM. EXTERIOR DOOR -EXT-6 HEAD DRIP DETAIL D3 N.T.S. (EXT -6) WEATHER RESISTIVE BARRIER - 1 2 DO NOT FLASH OVER BOTTOM NAILING FLANGE WINDOWS TO BE INSTALLED PER AAMA 100-07 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING 611 �— SILL PAN INDOW FLASHING DETAIL WALL PER PLAN RAIN DRIP REGLET EXTERIOR WINDOW EXTERIOR WINDOW EXT -7 HEAD DRIP DETAIL D3 N.T.S. (EXT -7) (EXT -2) FLASHING Q z LU 0 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. 4F FLS} Gon .�S t * M t • t• R 9673 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W o W T__1 o Q00 ¢ u? Z w T W a)°'N i , rl co 0 ® J Q O Q LD U L _ te a.. V _j < wvi -0 0 o L Com d L H Q -_' �0't¢ j CL d U N J k k o ®N N �- 0 I_ - LL_ F---4 ,,rr +,,,,,,/ ;�, 0 OK LU LU �I LU w I LU M LUcC j w z z 0CL ® � 0 � Me w LLLU 00 z ce_ LU V' J ' I F m t w L Uj LU i J Q �I (Ejf l U W W f� [CD I� z o (n i � Q w C3 cy- LU L.0 ED LU Z a O z U - (D � z z 0 Q � cn LO z U) W oE- LU cn w o =)n r", af ::- C:) U-' LL opo z I w Q LU = CO >>3 LU �r-n oo= z z � 0 0 LU C)!� U) LU z owo LU o U) p o=o Q � V LU Qf w V U) Q C) U) LU Ofo Li z = z w F-- C:) C) 0 LL J � z J = Q �o� ��LL- o LU � � J U � m LIJ o z ¢O:f0 0 o U) z w V LL- C:) w z 0° z � C:) Q w w o�� Cy, w J O J a C)LL.oh Q "' U, oof ,-Jo `f L V ao� o� a O z =mo t-- o Ln ocwnOZ(D � c z mmw� Q ry oQoo z = w U) O = Q = Ln U >- w CO C � � z z 0 > 0 o z z O LU 2:: w cn foo �¢Lij� >- ceOr- o CO ry a z C)Qu-'o LU Lr) z z = o z Lr) Q LU Ln Q a o = z U' o cn cn oW o � LU U Q cl LLJ UU7w� C) O w =o LU U0 z z � 00tH z z CL �- z O a LU U' � Uj Q ri 2-1 LU LU W LL. Z Q �--� w LL - c) w vj F- U F -Y z a z=,�� U0 �Uj C°' �z=cy O0 U.jC) LvLJ m Lll 00L- < U o a ROOFING PER CONTRACT. (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 2xPLAN WOOD FASCIA NAILED N v TO TRUSS TAILS W/ (2) II/ 16d @ 24" O.C. --\ METAL DRIP EDGE 7/16" OSB GUSSET ATTACHED PER NAILING SCHEDULE 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 MIN. 7/8" STUCCO (3 - COATS) ON GALV. SELF FURRING FELT REFER TO BACKED METAL LATH ELEV. FOP VERHAN STUCCO SOFFIT SPECIFICATION: PAPER BACK LATHE W/ CONTINUOUS VENTING NAILED TO TRUSS TAILS AND A TYPICAL STUCCO FINISH SEE PLAN k�� �" 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 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 i WATER RESISTANT BARRIER _ I (2 LAYERS REQUIRED): PAPER s " BACKED METAL LATHE & POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM ----_,,,,,,,.,,, CONNECTORS PER STRUCTURAL WEEP SCREED PLANS rik MAIN FLOOR ELEV 0'-0" z 4 00 4 Of U cn S OPTIONAOOF OVER EXTERIOR DOOR SCALE: 1/4" = 1'-0" EXTERIOR WALL 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 , MIN. 7/8" STUCCO (3 --� COATS) ON GALV. REFER TO SELF FURRING FELT ELEV. FOP 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 -� SCHEDULED WINDOW Q (SEE FLOOR PLAN) \ 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 @ 1611O.C., TYP. APPLY A LIGHT COAT OF 4 III 4" CONC SLAB W/ CEMENTITIOUS COATING TO 2x P.T. SILL PLATE FILL VOIDS & HONEYCOMBS - �I 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 MAIN FLOOR ELEV 0'-0" Z 4" CONC SLAB W/ VAPOR BARRIER SEE FOUNDATION PLAN FOR SIZE AND TYPE OF FOOTING SECTION WITH WINDOW SCALE: 3/4" = 1'-0" SEE PLAN I CEILING INSULATION (SEE ENERGY CALCS.) 1/2" RIGID GYP. BD. DBL. 2x SYP. WD. TOP PLATE 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. WALL INSULATION (SEE ENERGY CALCS.) 2x SYP. #2 WD. HEADER -SEE SCHEDULE SCHEDULED WINDOW (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT W/ FBC-R 2x SYP. #2 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 TOP OF FLOOR TRUSS 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. Z 2x P.T. SILL PLATE CONNECT WALL TO FOUNDATION Q PER FRAMING DETAILS \ PROVIDE CONT. METAL TERMITE z SHIELD UNDER SILL PLATE FINISHED BASE MOULDING ' d 4 ( I I- ( I L € LU 4 III 4" CONC SLAB W/ Cn VAPOR BARRIER 0 �I z SEE FOUNDATION Q PLAN FOR SIZE AND = TYPE OF FOOTING TWO-STORY WALL SECTION Q SCALE: 3/4" = 1'-0" z G �a . R � t R 967 QED ARG Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 w ry LU o rn J ri OO Q' Ln d 00 Z U W �' C., > w ,�Q °�; oro i o a Uj L LL = z a —� o a � 0 U W Ln U Coo M it ¢ 0 a) E Ln o _' Ep< oo E � Q J 4Q u ko o ¢ �o oC.N 0 U- 2! z 0 a L ne F 1 LU Uj `U LU z \ (DQ z d z a > Uj LU 0 w o af w ' U L4 a ur LU LU LU LU J I¢ - W M 66 Lf) O z r* � oC U� Q LULU p z- LU co LU w = H U3 Cn Ul 2p- SERIAL NUMBEP 1014.1 m Z I..L O M;::,, z o z U)w O 2: _ w � n_� oC z m 0 W M r: O aLU o z (Dw Q ,> 6 00= Q F z 0 0 LU ce-U) owo wow 0 Uj z O C w U c!7 Q LUOQ �Lo in w z w =ate oO0 LU LL_J � z J = �a �o >-�� n o W OBJ V , m Lu O M. -f U Z ¢afa 0 oLIJ cn U u w Z Co z ��¢ w w _0- o�� co W J � J Q o = �L� U) o O Lcr,) U � w � U �oQ O�� 0-O z =m0 F-oL0 nom Lij m m w a r-ef oQor z = o w 3: Lf)U) O cn J = LU af : rl m C� c):fw z zo>� O LU O ��wcn cn�LU0 =U - QLU >-Co CO QoM W � Q V z z = o LU CD W � Q W cn LL;MLr) o Ow z w o � L V <c 0 Q cl W W � O W O Z C:) Lf) O O Qz w Q O � cl- ' LU wLL_ zQ V U w w z w 1= O a � p � � w z = 0 LU O � Z w�rym � C:) v owmw z U Z J U_ 1 o o LL - <C Q U H O NOTE: BRACKETS REQ IRED IF COUNTERTOP CANTIL VERS MORE THAN 10" INT -1 KITCHEN HALF WALL DETAIL D8 SCALE: 1/2" = 1'-0" (INT -1) TOLL APPROVED TILE BACKER (REFER TO CO TRACT SPECIFICATIONS) WALL TILE 2X BLO KING BETWEEN STUDS 3 WALLS) VINYL LINER (3 WALLS) EXTENDED 5" UP WALLS 100% SILICONE SEALANT BETWEEN TILE BACKER AND WET BED FLOOR ILE 2-2X4 THRESHOLD FLOODSTOP ADJUSTABLE GAUGE COAT WETBED SHOWER DRAIN L'iNER SET IN SEALANT @ 2" SHOWER DRAIN FLAN E 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'-0" (INT -4) ITERTOPS ET BOX ER SIDEWAYS CKSPLASH IALF WALL JET 11 SET MIRROR 3" FROM END OFF BACK SPLASH MIRROR=VANITY -5" 36" HIGH X (VANITY -5") MIRROR SET MIRROR 3" FROM INSIDE CORNER _0_1 CD Of _Of rnM ❑o❑ ❑o ❑ ❑❑ 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, AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE CORNER. (MIRROR TRIM WILL NOT BE INSTALLED AT INSIDE CORNERS.) 3' UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 1 Z" +/- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. 1/4" MIRROR 1/2" RECESS FOR MIRROR INT -2 MASTER BATH MIRROR WOOD TRIM DETAIL D$ SCALE: 1/2" = 1'-0" (INT -1) REFER TO FLOOR PLAN, VARIES BY MODEL Z J � o CORNER SHELF ce-o O 2: m FLOOR TILE oL 2" SHOWER DRAIN LU d TILE AT DOOR Q THRESHOLD J H PLAN NOTE: EXACT SIZE AND SHAPE VAIRES BY MODEL AS WELL AS PLUMBING ACCESORIES. REFER TO ARCHITECTURAL PLANS BY MODEL. (1) CERAMIC CORNER SHELF AT 48" A.F.F. WALL TILE SHOWER ELEVATION DRYER VENT (TYPICAL) GAS PIPE (TYPICAL) FOR GAS DRYER ONLY DRYER VENT BOX - ATTACH PER MFR. O INSTRUCTIONS P.T. SILL PLATE (IF 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. RYER VENT BOX- ,TTACH PER MFR. VSTRUCTIONS T, SILL PLATE F SLAB ON GRADE) IN DRYER VENT BOX FOR DRYER ONLY P8SCALE: 1/2" = 1'-0" TILE OR STONE ON 1/2" HARDI BACKER BOARD OVER 4" EXT. PLYWOOD ON 2X4 FRAMING. VARIES - SEE PLANS r 1 ROW OF TILE 2X4 @ 16" O.C. N N DROP IN TUB X � N 2X4 TO BE P.T. SUPPORT UNDER WHEN IN CONTACT TUB AS REQ. BY W/ CONC. MANUFACTURER'S. FR -33 DROP IN TUB DETAIL D8 SCALE: 3/4" = 1'-0" (FR -33) INT IN,STANDARD SHOWER SHELF LOCATION -5 END POST TIED INTO FLOOR SCALE: 1/2" = 1'-0" (INT -5) 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 FR -34 HALF WALL TIE-IN DETAIL D 8 N.T.S. (FR -34) (INT -3) a z LU cn 0 z 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 FL e �s R 9673 ,. iE'D Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W 000-0 C) M u., 00 �p n ao U _jC M N r_ W cactA ° > T+ O n. . _ Q M It O ¢� Y�u_ =Z a ,, , _j -0 o 0 wv1 i cGom ©0 N � Ln QE0 I00 J C¢ u N J -� iO o O N O LU LL LU LU cn LIJ LU QLjjQ z 0 Q 0-z z W _w_r LU z: LL L oC w U J U0 o LLJ z LU W u€ ;.j J cz W O 00 o U 0 � oc v Q LU C) n z� LU LU w Lo Cn c z SERIAL NUMBER 1014.1