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1684 ATLANTIC BEACH DR - ARCH. DRAWINGSTO 711E BEST OF W KNOWLEDGE, THE: DESIGN DEPICIED.ON THIS DRAWING COMPLIES WITH THE APPLICABLE NINIMUMBUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION SAW. Au 2017 ® e I �m 8 g 9673 In �pp Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730' Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj o rn Uj .-� co 4-1u ao d' 0 v cn > r\ L N � Q � it U L to -< CL`" Iu vi o 4)" 0 Cp i c ()oP%04 Do a) Ln E0 ,d U .,..� tD 0 d- tocn M i LL - W J ° ce I."—j. C OQ t,"? En1 Ln TSI W c IOMLU !� 1 f ULI O F- w own CoZ_ © WUj L.L $ � r V IQ 1 W J € Q E 8 1 i CA 8 ,>{ W 1 e. a Uj LU I t f f E E jE Ey€ f L } i O J U-1 j 00 M s �+ >t i E 1 Ucc O G-1 M '..Lj— rsERIAL NUMBER 1014.0 G.� z O 0 z z ,Q O cn O U) Uj oC = a m O W J WL a 3: o W Q >ix -:o o5w �z oho En W n o>o W o En =o amt-' cWCwz U O a W Z z H Q � 0 W O J 0 a°5w Oar m WOE Q :zo oo QLUce z_ GS LLj LL. ED— LU cri D z oc cn Q =a �zW ED :> 00= U conEn' � 0 U �o o z a W E 0 IoW o �a ¢0c� W cc; mW� Jg� LU a La Uj W J =, W ZU�-- W U' geLy 00� t _ W Z 0 W z Lu w p = U U F--ZW w En W >� W C7 J z CL 0 = Z �wzz w Uj U `off o a5oW ca U) n F- r z 18 z p z JE 0- z U) z ro OZ 0 � CD ce LU Ln 0- W � 0 � W Z LL7 U- Z a ZUr Ui LL - CD W O tai LU is z = Z z u � � m p z O = � cfjH_ �.-a0� LUWmW Hz_I�Vi � 0 0U- QURO ABBREVIATION LIST Abbrev. Description Abbrev.Descri tion Abbrev. Description # NUMBER F.P. FIREPLACE PT. LD. POINT LOAD & - AND ` EQUAL FRT. FT. FRONT FEET PWD. PLW. POWDER PLYWOOD @ AT FTG. FOOTING BRICK A/C AIR CONDITIONING "F.O.M. FACE OF MASONRY R RISER ABV. ABOVE F= INSULATION RA RETURN AIR ADJ. ADJUSTABLE GAL GALLON RAD. RADIUS A.F. A.F.F. ABOVE FLOOR ABOVE FINISHEDFLOOR G.A. GD GAUGE GARAGE DOOR REF. REINF. REFRIGERATOR REINFORCING AHU AIR HANDLING UNIT GFI GROUND FAULT INTERRUPTER RM. ROOM ALT. ALTERNATE GL GLASS R.D. ROUGH OPENING ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD RQD. REQUIRED B.B.Q. BARBECUE H HIGH R & SH R.W.C. ROD & SHELF RAIN WATER CHANNEL BD. BOARD HB HOSE BIBB B.F.F. BELOW FINISHED FLOOR HD. / HDR. HEADER SF / SQ. FT. SQUARE FEET BOTT. BR. BOTTOM BRICK HGT. / HT. HORIZ. HEIGHT HORIZONTAL SGL SHT. SINGLE SHEET - BKFST. BREAKFAST _,. WILLIAMSB URG SH. SHELF PROVINCIAL INSUL INSULATION SHWR. SHOWER CALL. C.J. CALCULATIONS CONTROL JOINT INT. I.L.O. INTERIOR IN LIEU OF SL SPECS SLIDER - SPECIFICATIONS CL CENTER LINE 18 MED. S.P.F. SPRUCE PINE FIR CLG CEILING KS KNEE SPACE SPRG. PT. SPRING POINT CMU C.O. CONCRETE MASONRY UNIT CLEAN OUT L LONG STD. STL ST - DARD STEEL COL. COLUMN LAV LAVATORY STOR. STORAGE COMP. COMPRESSOR LDRY LAUNDRY CRAFTSMAN mm CONC. CONCRETE LIN UI—NE- , T _ TOP CONT. CONTINUOU S LT LAUNDRY TUB U � .� - T&G TONGUE &GROOVE 39` REN. RENAISSANCE _ TEMP. TEMPERED DB. DOOR SELL M.B. MASTER BATH THK. THICK DBL. DR. &`SH. '.'DOUBLE DOUBLE ROD. &SHELF MAX M.C.MEDICINE MAXIMUM CABINET T.O. "`TOJB.& TOP OF TOP OF BOND BEAM DECO. DECORATIVE C INE ' MFR. " TR. TREAD DET. DETAIL MIL. MILLIMETER TRAN. TRANSOM DIA. DIAMETER MIN. MINIMUM TYP. TYPICAL DIM. DIMENSION MIRR. MIRROR DN DOWN MLDG. MOLDING UC UNDER COUNTER E DR. DS. DOOR DOWNSPOUT M.P.H. MT MILES PER HOUR _ METAL THRESHOLD U.N.O. UNLESS NOTED OTHERWISE D.S.S. DENSE SELECT STRUCTURE V.B. VAPOR BARRIER DW DISHWASHER N.T.S. NOT TO SCALE VERT VERTICAL DWG. DRAWING O.A. OVERALL V.T.R. VENT THROUGH ROOF E EGRESSL O.C. ON CENTER W WIDE E.E. EACH END O.H. OVERHEAD W/ WITH E.W. EACH WAY OPT. OPTIONAL) W.C. WATER CLOSET EL. ELEVATION OPNG. OPENING WD. WOOD ELEC. ELECTRICAL OSB ORIENTED STRAND BOARD WDW. WINDOW 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 SQUARE FOOT W.W.M. WELDED WIRE MESH EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH W,W.F. WELDED WIRE FABRIC FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER FLR. FND. IFOUNDATION FLOOR 1 P.R. P.T. POWDER ROOM PRESSURE TREATED ]EI SQUARE FOOTAGE NOTES AREA CALCULATIONS S. F. GRAPHICS LEGEND PARTIAL SECTION INTERIOR EL ATION DETAIL # DETAIL # DRAWING # --- DRAWING* A - --- - - TOTAL LIVING AREA - / --- DETAIL # DRAWING # DETAIL # DRAWING # COVERED ENTRY 84 COVERED LANAI CEILING HEIGHT CHANGE GARAGE(s) 453 % — CENTER LINE ELEVATION MARKER SLAB RECESS o F , SPANISH TILE SHAKE SIDING SIDING luj A2.81 -' FRAME BEARING WALL BRICK DSTUCCO /11 f F .A INTERIOR WALL (NON-BEARING) CMU MASONRY WALL F, 1�-_�-�--_ FINISH EARTH EXTERIOR ELEVATIONS GABLE END WALL F= INSULATION A5.1.81 REAR & SIDE ELEVATION, & ROOF SLOPE PLAN FRAMED KNEEWALL DROPPED SOFFIT - DECORATIVE C RATIVE STONE PRE -CAST LINTEL HEADER BUILDING SECTION DESIGN CRITERIA TWO STORY: FIRST SECO14D FLOOR - FRAME FLOOR - FRAME SINGLE FAMILY RESIDENCE: BUILDING TYPE:- GROUP R3 V - B la) : M1181' __ RISK CATEGORY:, II DESIGN BASED ON 5TH EDITION 2014 -LORIDA BUILDING CODE WIND DESIGN BASTED_ ON. ASCE 7-10 F.B.C. 5TH EDITION I ION F.B.C.TH 5 EDITION(2014) F.B.C. 5TH EDITION (2014) RESIDENTIAL L MECHANICAL ( ) LAICAL C ' 2014 PLUMBING ULTIATE DESIGN WIND SPEED - NOMINAL DESIGN WIND SPEED - EXPOSURE: 130 MPH 18/-.18 vrE. . . .+. CONSERVATION PRESSURE COEF.: F.B.C. 5TH EDITION 2014 FUEL GAS FOR WINDOWS DOORS SEE FLOOR PLAN FOR ACTUAL PRESSURES. X 1TV. F.B.C. 5TH EDITION (2014) ACCESSIBILITY NATIONAL ELECTRIC CODE 2014` (NEPA 70) FEMA RULES & REGULATIONS N.F.PA. 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 2127 SECOND FLOOR 754 _ TOTAL LIVING AREA 2881 SQ. FT. ICOVER SHEET - Index of Drawings COVERED ENTRY 84 COVERED LANAI 139 GARAGE(s) 453 TOTAL 3557 SQ. FT LU Q9 W Cn 'tis. `. AY IQIOWLEDGE, THE DESIGN DEPICTED DN THIS - PLIES WITH THE APPLIMLE MINIMUM EUtl61NG 1 'um O EFFECT AS OF DATE GF CE1T(Mq1I0N.BEIN. " July 13, 2017` u s ""67 A Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE 72328 Uj o rn ,.� o e (n N wLn 0 M 0 LL U Uj 4A to " a, 0o C o co �' Eo'� E °° V < 0CL U N go kO d' N LU LLJ } �a£o ate i U C. U� Q W m . LIST OF DRAWINGS z CARIBBEAN ELEVATION U C1 ICOVER SHEET - Index of Drawings [GENERAL NOTES FOIJNDAONPLAN A1.81 ISLAB LAYOUT A1.N' SLAB NOTES, SCHEDULES, & DETAILS o F , luj A2.81 -' FIRST FLOOR PLAN A3.81. SECOND FLOOR PLAN f F .A A3.N FLOOR PLAN NOTES, SCHEDULES—,&—DETAILS W W EXTERIOR ELEVATIONS A5.81 ` _ FRONT & SIDE ELEVATIONS A5.1.81 REAR & SIDE ELEVATION, & ROOF SLOPE PLAN A52.81 _ EXTERIOR ELEVATION DETAILS Ll BUILDING SECTION �.�y N A781 _. ____ BUILDING SECTIONS DIFFUSER LAYOUT. la) : M1181' __ FIRST`FLOOR DIFFUSER LAYOUT M2.81 SECOND: FLOOR R DIFUSSER LAYOUT ELE TFI�,CAL`�LAYO,UT�� E1.81. _ T FLOOR ELECTRICAL LAYOUTUT_ E2.81 '` SECOND FLOOR ELECTRICAL LAYOUT ST/ 11 A /l WJ E c DETAILS' D-� TANDARDVOTES & DETAILS D7 S` ANDARD NOTES & DETAILS - D8 S NDA NOTES & DETAILS �!! E :ELE. NATION ABBREVIATIONS ABDR. FULL NAME ELEV. CODE - M - _ MANOR _ 03 WIL _,. WILLIAMSB URG �07 PRO." PROVINCIAL 08 CHA. CHATEAU 09 mm VER, - VERSAILLES 10 CLA. CLASSIC 18 MED. MEDITERRANEAN 19 TRA. TRADITIONAL 20 COU.- COUNTRY MANOR _..... 21 HER. HERITAGE 22 CMN. CIMMARON 28 MSN. MISSION 30 CPT. CRAFTSMAN mm 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 80 CRB. CARIBBEAN 81 CST. COASTAL 82 LU Q9 W Cn 'tis. `. AY IQIOWLEDGE, THE DESIGN DEPICTED DN THIS - PLIES WITH THE APPLIMLE MINIMUM EUtl61NG 1 'um O EFFECT AS OF DATE GF CE1T(Mq1I0N.BEIN. " July 13, 2017` u s ""67 A Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE 72328 Uj o rn ,.� o e (n N wLn 0 M 0 LL U Uj 4A to " a, 0o C o co �' Eo'� E °° V < 0CL U N go kO d' N LU LLJ } �a£o ate i U C. U� Q W m . £ LLJ k � W O z gym. a ;LU £ oc. LU C� i z U 3 LU' F Z o F , luj s i f F .A Z W W E� M I. Ll �.�y N L g„ e �' la) O 3 --------- Ln F luj s i Z W W I. Ll �.�y N L g„ e �' C:) U a� L CL 0 CL zo oz z a o u, O~� o a O� W J O LU w Q >i= —O 0 0 = z=F-- 03:O LU Ln J W Z OwOO LLJ c:) 53 LU f-ILU acl- LnVILUcX W a LU Uj 0 w C:) J =zQ O U_ ClO O U �� Uj 0 Q 0 0 0 t 0 J) .4c LU �Lu a„� O=w an :::p J 0 O ~ U_�t» O 0 1 �d0 W ba CL 0 oC OoG W O z LU � LU cn O C7 < LU m m U 12: 9 J I --I z � O En JLU = z U ~ cl: En � C� oC w z z o o F- LU_ Uj "s, LU En Ei w O o cx.. OQLUO LU zz=0 z J Q LU w Q �z O En c~n O W W LU = 0 = En LU Z O W zUj zz' C) C:) a cn 0 E o z0P t zW,...,Q Q ^ to � W Q ED Ed 01 wWzQ r zw o `�cW d w LL_ F e 0I.,z ;w cn�ao � MT t; O Q D LU LU aOUQo 0 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 ATTICS30 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 TYPEIISII 1800 PSI MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED UNITS: DURING CONSTRUCTIO 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 30IS , PLATES: U.N.O. NO. 2 SOUTHERN YELLOW PINE (19% M.C.) FRAMING: OF DECK: PLYWOOD C/C-D, EXTERIOR, or OSB FLOOR SHEATHING: T& 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: PARA.LAM 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 LOA 10 PSF 20 PSF' BOTTOM CHORD DEADLOAD: 10 PSF 10 PSF TOTAL: 40 PSF 50 PSF WIND UPLIFT RESISTANCE: 10 PSF 10 PSF SEE DRAWINGS FOR SP=CIAL 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, Y FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 98% OF THE MODIFIED PRO,. OR 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 REPARATION EFFORTS. LOCATIONS UC TO VERIFYSUCCESSFUL L COMPLETION OF ITE P 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 MINI 4UM 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 FOS. USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICI )E UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT A CERTIFIC TE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMP ETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORD NCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND C NSUMER SERVICES." NOTE: 1) METHOD OF TREATMENT SHALL E 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 FIE WITH THE BUILDING DEPARTMENT. 2) PRESSURE TREATED LUMBER TH T HAS :BEEN CUT OR DRILLER THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE 'REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. OPTIONAL BORATE APPLIEC TO ALL FRAME MEMBERS WITHIN 24" A.F.F. DOORS & WINDOWS CODE IN PLUMBING NOTES ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN RESIDENTIAL HEIGHT & 5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26" ABOVE FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54 A.F.F. GRADE. WINDOWS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT GREATER THAN 24" OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, Ovan G. Drummond, AIA EQUIPMENT, ETC. THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. AR 96730 WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. Lee, PE SHOWER HEAD CODE W/RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. Uj HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE 7'-4" HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6'-10" ALL GLASS WITHIN 24 INCHES OF ANY DOOR SLIDING GLASS DOORS, ALL GLAZING AT TUB AND LU SHOWER ENCLOSURES AND WINDOWS LESS THAN 60" ABOVE STAIR LANDINGS OR TREADS SHALL BE GENERAL NOTES PER 2014 FBC 2411.1.2 TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. SOLID WOOD DOORS NOT LESS THAN 1Y8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/ INCHES (35 MM) THICK, OR 20 MINUTE FIRE -RATED DOORS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2" TAPCON SCREWS, 6" DRAWINGS SHALL NOT BE SCALED. 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. INSTALL SOFFITS PER FBCR R703.1.3 AND R616. SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). WIND BORNE DEBRIS REGION Uj LnL T' fLORIDA BUILDING CODE EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONSAS DEFINED BY HE 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. "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 CQOKTOPS. METAANCHORAGE D WIRE LATH: 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. o 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; r. t F 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN` TO A PENETRATION OF AT LEAST % INCH AND fix: OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE ATO CEILINGJOISTS S OR OTHER HORIZONTAL WOOD SUPPORT WITH THEE UIVALENT OF NO. 11G ., REED, GALVANIZED OR BLUED NAILS 1Y2" INCHES LONG HAVING A HEAD NOT LESS THAN J4r INCH IN R. MIRRORS MIRRORS SHALL BE ANCHORED TQ STUDS WHEN IN EXCESS OF 9 S.F. H.V.A.C. NOTES a THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: MECHANICAL,RESIDENTIAL, AND ENERGY CONSERVATION �.' MOUNT ALL THERMOSTATS AT +41-011 ABOVE FLOOR. ALL INTERIOR & EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V.A.C. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. ELECTRICAL NOTES _. THE DWGS. ARE DIAGRAMMATIC & INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR TOTHE COMMENCEMENT' OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL. CODE & ALL CODES, REGULATIONS &RESTRICTIONS HAVING JURISDICTIONS. GROUND -FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED OUTDOORS, IN BATHROOMS, & GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. ` SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE) TO NON SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE ,,r DETECTORS SHALL BE PROVIDED W/VISIBLE "POWER ON INDICATOR" AND A TEST BUTTON WITH BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. ALL;ELECTRICAL SWITCHES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED AND A MIN'. OF 6" FROM EDGE OF OPENINGS. ALL WALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED. ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC -FAULT INTERRUPTER PER NEC 210.12 CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY, THE LOCATION OF SERVICE AND SHALL LOCATE METER AND PANEL AS REQUIRED. VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30" A.F.F. IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA, ALL 125 -VOLT, 15- AND 20 -AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. f THERE ARE NO EXCEPTIONS; 5; TO THEBEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. w. k� R ED m Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE 72328" Uj o rn LU 0 0 Ln < 00 U N ern^ L_N� LU r OMi a a) -0o Uj LnL C 00 N M In E000 E 't kn �O N J . U - 110 o %D rn N rL I i W Ll3 u.: f ; X931 L cl Ly i Q '� z'z z ra- f..F �,..h f { aw„ 3 E F l E z ? 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ABOVE CROWN OF ROAD - - - - - - - - - - - - - ------- FINISHED FLOOR Of> '____�___ 01-0° r _____ _—__—_—�.�______— _ I_-_-�-_ ( .L '--------------' J-1 -__________ W L � STEP j 11 311 21-0112-71 11 1 1 3-4 i; r jt� _J 1__-- IL - __-J I ! 1.-- ---------t--�_------- r Ile AI �-� 0 y* I �• %' 'I I1 ' A1,NTYP. -- _ - I - -- i i GAS LINE TODRYER I 17 II L_-- � 6" PLUMBING 1 ' SLOPE SLAB @ ' 6" PLUMBING 31_211 1'-11" I WALL _ 16 1 8 PER F OOT WA L I - I' d - I - CD I � '. �1 ,!� II 1 n -4 1 n 21-3 WATER - i I 2 C. oo I �� i I �, SOFTENER li N00 _' LOOP ----� I r---------------- 11 r---- -- - i--------- -- r GAS LINE TO TAN <LESS_ WATER HEATER I I I I HB 19'-4" I L I I I � I I I 1 I I Q 17'-71' I 31-0'1 2'-6" 1'-1011 I 6'_4„ 31.1111 u, I I 48"X48"X4" CONC. PAD I I I I II 3" ABOVE GRADE 1 11 5 -8 1 11 4-4 I ( 591-011. Q=======a==-==__� 51-311 21-911 10'-011 771-0" SLAB LAYOUT SCALE:. 1/4' = 1'-0" W I� IcV �L.f7 w NOTE: STEM WALL FOUNDATION. ADDITIONAL NOTES, SCHEDULES, & DETAILS CAN BE FOUND ON THE A1.N SHEET. " TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING o July 13, 2017 W_1 f"!n V 4l _ R 9 Ovan G. Drummond, AIA rlO Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE 72328 .....I O C) Ill 00 Cu In 00 Ln N 0)N TO > 00 oCL o 0 r14 E U LL 700 � LU U1 Lc 1 W Ln E_ < N U ' _ JL.0 n C Q N - W 1 0LZ :I kvi i� , m YeYF" gKKp rI UJ I " € � x I nl �z �� 3z m co ce 9 U a U i # 3 - N Z � J 1 1 Lij� Urii �O I I I O OO �m IIIIIIIF— Io T� I W I� IcV �L.f7 w NOTE: STEM WALL FOUNDATION. ADDITIONAL NOTES, SCHEDULES, & DETAILS CAN BE FOUND ON THE A1.N SHEET. " TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. July 13, 2017 f"!n A t "x 4l _ R 9 Ovan G. 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WITH THE APPLICABLE MINIMUM BUILDING z LU SLAB LAYOUT NOTES: C) ~ W F- oG ' Z Q Z z 0 EL c .zO p 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS ZLu�Q Q C> Ln a W j fix% LU M: LU 4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. a "� Wv AR 96399 ce LU AIA QW RECESS 72328 SLAB RECESS z=zz ) ca LU pz= oLU� 1 '° z p LU Ca W J N JOoU 01 j 00 O CL `�=Nd' Q V F- O E M 0 o L7 `J rrWnn V 1---F W V / W U U 1` U Q W m U z 00 O 00 L^ ACV / r� DRAWING COMPLIES. WITH THE APPLICABLE MINIMUM BUILDING FRONT WALL OF GARAGE SLAB LAYOUT NOTES: 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS. PROVIDE 11/2 D x 5" W 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE fix% 4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. ;PROVIDE 4 1/2" D x 8" W INDICATES DOOR OPENING AR 96399 Manuel Gonzalez, rrWnn V 1---F W V / W U U 1` U Q W m U z 00 O 00 L^ ACV / r� DRAWING COMPLIES. WITH THE APPLICABLE MINIMUM BUILDING FRONT WALL OF GARAGE July 13, 2017 PROVIDE 11/2 D x 5" W RECESS AT GARAGE DOOR fix% ;PROVIDE 4 1/2" D x 8" W Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 RECESS 72328 SLAB RECESS ui LSI € 1 '° z IN SLAB N y$ BRICK PAVERS 01 j 00 O CL `�=Nd' E M 0 o L7 `J 41/ " €.L.I In 0041 ��o i Cao Cc 111 Ln 0� V) GAR. .ma t0 O LULU Uj ■ E € i 12" „$ LrI FIN. FLR. UJ %- UA GARAGE J A Lw.I ISL... 0_ LU 3 � z DOOR O (D ao �1.a.,,. '.x. 6.L. .. Uj a: a SLAB 3 N J N N i Z RECESS 8 LLI m WALL PER - �J z F a,= 1-4 PLAN 5° LU 0 06 1 LU LL! 3 7 U) rrWnn V 1---F W V / W U U 1` U Q W m U z 00 O 00 L^ ACV / r� DRAWING COMPLIES. WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. July 13, 2017 fix% Ovan G. 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I I 1 '1 4 -0 1" 2 7 -4 O 31-811 " 1-1 M 3 -7 " 14 -0 T' : 6 , cu .. :;:' I 2X6 WALL @ 34 1/2 ROUGH - 11 I IT 7O - OCD o N .. \811 61.4'1 81_ 61_411 ^ I I = 0 `f O% _ - ��` I 2 co 10.9" N Q = ' 1 11 VESTIBULE COVERED ENTRY = FLAT SOFFIT @ 9 -0 10'-0" CLG. FOYER o 10'_0" CLG. N a, A..F. TYP. U.N.O.—t I I I " ;-� MT. � B 191.81, 71.1011 61 .6,1 13, 5" - - —. -1 18'1 " - X 10'-0" CL Q _ ^ I I - - - - A - - - 42" HIGH o 1 11 I I 7 8 CL w GREAT ROOM 9" 2'-10 CONTINUOUS HALF -WALL 6.10/ :::• 10:•_0►' CLG. HAND.:RAIL ./ i,vo � �-1 _ I--�1 ;;: CODE IN EFW AS OF DATE OF CERTIFICATION BELOW. -' 11 c' 0 "' C 143- m i I cV cV d - _ AR 96730 -Ln PE d' 9 -0 CLG Q = ' 1 11 VESTIBULE COVERED ENTRY = FLAT SOFFIT @ 9 -0 10'-0" CLG. FOYER o 10'_0" CLG. N a, A..F. TYP. U.N.O.—t I I I " ;-� MT. � B 191.81, 71.1011 61 .6,1 13, 5" - - —. -1 18'1 " - X 10'-0" CL Q _ ^ I I - - - - A - - - 42" HIGH o 1 11 I I 7 8 CL w GREAT ROOM 9" 2'-10 CONTINUOUS HALF -WALL 6.10/ :::• 10:•_0►' CLG. 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I („) CD o ,-' ENCLOSURE BOTT 16'-1011 TO F.F.E I 6'-10" L.T. ',2" 23'-1" I U 5.-_ ' 6 _ ' WATER ( � L-------- KNEE SOFTENER s ADDITIONAL NOTES, SCHEDULES, & DETAILS CAN BE FOUND ON THE A3.N SHEET. TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS ,DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFW AS OF DATE OF CERTIFICATION BELOW. July 13, 2017 R 967' 0 g Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Sang-Yub_Lee, PE 72328 ui C) rn LU 00 Ln 06 LLJU N kA Q) L N t E 0 M _j UjLL t J L cua v o 00 00 N to M E 00 V N %D 0 NCL gra E � E LU ce-° U � I _ LU Cdi j � E w HI E E LU z;I m 0 ca w C, C. LU U 3 � w Q� Q O o� U LU w UJ x. i LU T—I 3 a i 3 3 ' ;Z 00 O 10N U LLJ LU w LU rs.TRIALNUMBER 1014.0 W z� �Q �z z Q5Uj cn oC LU m Oo w w o a � � z �wLU aC :>O O 0 LU rn= Z = H W O> O LU W Q Z F- _U UIQ W a = Q w F-- W O J F-- Z Q O 0 LU C) C) m Uw'-.� ui Q O O Y- O-'c'^^ V Q cl:� ce Z �LU m Y- V LU O L. caQ / J J Q ui LL- in 0O J ^ Li It %! 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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. L W U. I l ivua u,,,i Tr. TRIAGE ;EQ' D. ) 2X WD. \ TREADS TYP, WD. NAILER L.IY STUD WALLS THRUST BLOCK DOOR CALL -OUT DOOR SCHEDULE CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. TYPE SIZE REMARKS 1 THERMA-TRU INSULATED ENTRY DOOR 3'-0" X 8'-0" 2 HOLLOW CORE DOOR 2'-6" X 8'-0" e 4 3 DOOR 3'-011 X 8'-0" SELF-CLOSING, SOLID WOOD NOT LESS THAN 1-3/8" / OR 20 - MINUTE FIRE - RATED 4 HOLLOW CORE DOOR 2'-0" X 8'-0" 5 FRENCH DOOR 2'-8" X 8'-0" EXTERIOR / TEMPERED 6 GLASS SHOWER DOOR 21-0" X 6'-4" TEMPERED 7 HOLLOW CORE BI -PASS DOOR 6'-0" X 8'-0" 8 O.H. METAL GARAGE DOOR 16'-011 X 7'-0" NON -INSULATED RAISED PANEL / DESIGNER STYLE 9 HOLLOW CORE DOOR 2'-6" X 6'-8" 0 01 ,-4 00 10 HOLLOW CORE DOOR 2'-8" X 8'-0" 11 HOLLOW CORE DOOR 2'-0" X 6'-8" cc [12 'HOLLOW CORE BI -PASS DOOR 5'-0" X 6'-8" •:0oo LN' M T LU C.� F�- 1--1 11�r U U U Q W ca U H F- o = 0 o a� U 00 VARIES 1 OPENING TYPICAL �.NSCALE: 1/4" = 1'-0" a00 ('V 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. July 13, 2017 � g F G p e 4 R 967 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE 72328 C) 011 LU 0 01 ,-4 00 U) r4 w cc CL •:0oo LN' M U_ U (La LL s --- w U1� v�°o c00 w Ep < CL 0 N U n kp o �- N CD I i a > �I LU Lu .k ! 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Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE 72328 ASPHALT SHLNGLE w .-J O 011 00 4 00N P.M. TO VERIFY LOCATIONS rn LL '"N LLJ #1A .0 C15 c: 0 0 L 0 ku Ln -j E0 00 d• 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. July 13, 2017 p: s g R 967 AwA Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE 72328 LIJ O 0) w .-J O 011 00 4 00N > 0 cl •LNC rn LL '"N LLJ #1A .0 C15 c: 0 0 L 0 ku Ln -j E0 00 d• O fV a t.0 O ILD qt 01 N LL -- i U-1 3 LLJ f-0 z w '-' �'D Z w., m /•0 E -i ` �LL Q(-) { I LU J l N £ 0 Lt•L„T U-1 {{ $ mow.-.•� fz r�7 a =w =0 LL - 0 0 3 i 0 Z O M 0 W LLJ Ln LLJ � 0 ?� LU UA Q L.LJ LU i 99` W ) I SERIAL NUMBER 1014.0 E W 00 Ln i CD C-0 tv LL- C:> o z U VJ O W a m O LU --i O a � 0 z w = a LLJ > o 0 0 = 2! o3O LU I US O > O LU o�z ¢moo LU v En � C) W Z Z W F-� D W 0 -� =zQ O o5J V w m Uj w OO D O Gi Q w ui c1 �En< LU w a M> w cc ¢ > J � J O W Q Q OEn En J O LU in �Q C) W O z = ca O '­'��z <CWcn� moow J� W< 0 O Z'sw L O V) LU LU < CL ch Z O } Z O �TT .i �LU ZZLn U) LUw0 W w``>U zz=z E§­�_jQ U.Jw=cn �z cc < O w W o � IOw—ULU0 �--• W 1- Z p w zLU zzu- OOH z Ln O a�Wr,' .t O_z � I—LLJ aw� W Z W LLZ Q (' N-1 W LL o �(f)MW a w z=zo En LU LU Oo= F- OW°oW J J O O U- < L <cU�O 6 (iAF A5,2.81 scAiE TRIM @ BRACKET DETAIL SHEATHING INSULATION AS DETAIL ROOF PE REQUIRED A5,2,81 SCALE 1/2„_1,_0,, 1 CONTRACT WATER -RESISTIVE ._ R 967 T-0" 2 -PLY %6' BARRIER STUD STUCCO SHEATHIN OO O PLAN VIEW Manuel Gonzalez, AIA HOUSE AR 96730 2x6 W/ 2' JOINT FLASHING BANDING ........ ROUND VENT AS REQUIRED o 2X RAFTER 24" O.C. ..... SHEATHING TAILS @ 24" 1x4 T&G Q.C. NAIL PER MANUFACTURER FOR STUCCO -- SPECIFICATIONS �..._. FINISH �y CL <a CAP ABOVE. METAL DRI 1 ,.% 100 LAP SIDING 000 12 CONCRETE 2x4 FASCI1� CL O.H. 1x6 FOUNDATION 1 2x6 RAFTER TAI_ l0 SIDING STUCCO SILL @ 24" O.C. 2"x4" I,R .£ WALL, STARTER PER PLAN STRIP o FLASHING DETAIL 1 LAP SIDING DETAIL A5.2.81 SCALE 1/411=1'_0" D ETAI L 6 (iAF A5,2.81 scAiE TRIM @ BRACKET DETAIL 1x4 HEAD TRIM DETAIL ROOF PE & CASING A5,2,81 SCALE 1/2„_1,_0,, 1 CONTRACT ._ R 967 T-0" 2 -PLY %6' STUCCO SHEATHIN OO O PLAN VIEW Manuel Gonzalez, AIA HOUSE AR 96730 2x6 W/ 2' BANDING ........ ROUND VENT o 2X RAFTER 24" O.C. ..... SHEATHING TAILS @ 24" 1x4 T&G Q.C. BETWEE RAFTER" FOR STUCCO -- M 0 �..._. FINISH H -EL CL <a CAP ABOVE. 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July 13, 2017 y": win � SINGLE _RECEPTACLE e_ DUPLEX RECEPTACLE fa, ® 240V RECEPTACLE r ib SWITCHED RECEPTACLE DUPLEX RECEPTACLE (220 VOLT) SINGLE FLOOR RECEPTACLE R 9 6,7' � $r t, DUPLEX FLOOR RECEPTACLE,° s PM SWITCHED FLOOR RECEPTACLE �9 a�` ^ QUADRAPLEX FLOOR RECEPTACLE Ovan G. Drummond, AIA GFI GROUND FAULT INTERRUPTER AR 95399 Manuel Gonzalez, AIA W P WEATHERPROOF GROUND AR 95730 Sang-Yub Lee, PE 72328 EP ELECTRIC PANEL VP VAPOR PROOF et RECESS INCAND. (EYEBALL) FIXTURE SINGLE FLOOD - WALL MOUNTED DOUBLE FLOOD - WALL MOUNTED �j SINGLE FLOOD - SOFFIT MOUNTED DOUBLE FLOOD SOFFIT MOUNTED LU HANGING / PENDANT - CEILING HUNG INCANDESCENT FIXTURE - CEILING MOUNTED - INCANDESCENT FIXTURE - WALL MOUNTED RECESSED HIGH HAT 2 FT UNDER CABINET FLUOR. FIXTURE LU 3 FT UNDER CABINET FLUOR. FIXTURE 48-1 4 FT UNDER CABINET FLUOR, FIXTURE ® STRIP LIGHT D 12X24 FLUOR. FIXTURE D 12X36 FLUOR. FIXTURE O 12X48 FLUOR. FIXTURE Uj 24X48 FLUOR. FIXTURE � EXHAUST FAN o EXHAUST FAN W/ LIGHT M ELECTRIC CO. METER G•M. GAS CO, METER ® SD/CO SMOKE DETECTOR/CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR SINGLE POLE SWITCH 9 3 WAY SWITCH 4 WAY SWITCH DIMMER SWITCH 4 PUSHBUTTON 'o DISCONNECT SWITCH JUNCTION BOX ff4 TV JACK y _ PHONE JACK - PREWIRE ONLY 0 THERMOSTAT O PHOTOCELL - SOFFIT MOUNT Q PHOTOCELL - WALL MOUNT L -09d ELECTRICAL PANEL sP SPEAKER WIRE FROM TOP OF WALL LKJ' KEYPAD ®- CHIMES STRUCTUREp PANEL (A.K.A. SMART BOX, E-3 COMMUNICATIONS BOX, MEDIA BOX, HOME DIRECTORY) inlr. INTERCOM N • FOR REFERENCE ONLY Sang-Yub Lee, PE 72328 jV Uj et €[< o rn j 1I IIJ I LU ,..� 00 U Ln LU =3 d� () N w LU I ( -� H U r j�o � _^J V � 3 Uj 0 0 M � _j LLa LLQ -a o _LU ,. LU Ln i Coo CD 00 06 0 06 j2 W 0- ON U r� k o N • aA '.L.� jV jLAI- et €[< j 1I IIJ I x.. U LU ce w LU I ( -� H U ,L, � _^J V � 3 W LLQ _LU ,. W aA '.L.� �-- �'I� w m U . O IZ ;W �m U :x Iv � i UJQ ULU L7 Q � m U LU I---1 < N ; 2Z o� J M! �"- J da j I .. (. a { Z'o jV et €[< j 1I IIJ I x.. f i U ce H U ,L, LU ' W ALNUMBER 1014.0 E W, i O U AD M C CA- C) O zo oz z 0 U W LU oc =aW.m UO W J W O adz W=Q w H 0 0!5 w z n o LU U) O > O W 1-+ M W Q Z U (W Q UJ LU = O Wzz �Q� O W cl O J =zQ 0 �o o0rn � U EE Uj QOO o c) aZC�oWC z ca ED�� o >- w maw �o� a C> beUO LU C) z LU C) LU z= 4 w LU Lu Q 0 U) WLU En Ocn—jLUS a�C m L9 Ce LU ZO,O� ZV U) EDw0 cc m�ccn a oQLUo LU 00 W(Z7 J z (n1-4JQ W W Q ( n z oCQ(� 0 W Z W W �U)WF- zOW� zZz' oo z a cn p D Q LU �cOCWQ a Uj W z W U z C7 §—LUJ Z W a cc (n L c W te Ui W oz= (2= a6cc�c> LU W ca cU�o E TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING ELECTRICAL LEGEND d) SINGLE RECEPTACLE DUPLEX RECEPTACLE 4R r,7 240V RECEPTACLE_ ' Ovan G. Drummond, AIA AR 96399 SWITCHED RECEPTACLE AR 96730 DUPLEX RECEPTACLE (220 VOLT) 72328 SINGLE FLOOR RECEPTACLE cr_L.L j DUPLEX FLOOR RECEPTACLE SWITCHED FLOOR RECEPTACLE U) N , QUADRAPLEX FLOOR RECEPTACLE M vVN 0.E L GF1 GROUND FAULT INTERRUPTER - W P 10 WEATHERPROOF GROUND EP ELECTRIC PANEL VP VAPOR PROOF E 0 00 _ RECESS INCAND. (EYEBALL) FIXTURE J 0 N U n ._j mi <t� SINGLE FLOOD- WALL MOUNTED DOUBLE FLOOD - WALL MOUNTED �j SINGLE FLOOD -SOFFIT MOUNTED DOUBLE FLOOD - SOFFIT MOUNTED pe,A,y 1 a S. I I � I Lij II ce Ll. I HANGING / PENDANT -CEILING HUNG 1 i INCANDESCENT FIXTURE -CEILING LU J O l c1 MOUNTED z O k 3 I w W' S a INCANDESCENT FIXTURE - WALL MOUNTED RECESSED HIGH HAT ® j 2 FT UNDER CABINET FLUOR. FIXTURE V I N 9 Z �.� 3 FT UNDER CABINET FLUOR. FIXTURE U � I I� 4 FT UNDER CABINET FLUOR. FIXTURE STRIP LIGHT 1= 12X24 FLUOR. FIXTURE 12X36 FLUOR. FIXTURE 0 12X48 FLUOR. FIXTURE O 24X48 FLUOR. FIXTURE EXHAUST FAN 'o .. M j EXHAUST FAN W/ LIGHT- LU LU Q ELECTRIC CO. METER G.M. GAS CO. ,METER ® SD/CO x SMOKE DETECTOR/CARBON MONOXIDE DETECTOR pC W s� $ SMOKE DETECTOR LU SINGLE POLE SWITCH cy- 3 WAY SWITCH p 4 WAY SWITCH to T U („ DIMMER SWITCH PUSHBUTTON �L= DISCONNECT SWITCH JUNCTION BOX TV JACK _ U v PHONE JACK - PREWIRE ONLY W 0 THERMOSTAT m CO 0 SP K, GZ� _J Q PHOTOCELL - SOFFIT MOUNT PHOTOCELL - WALL MOUNT ELECTRICAL PANEL SPEAKER WIRE FROM TOP OF WALL KEYPAD CHIMES STRUCTURED PANEL (A.K.A. SMART BOX, F—==3 COMMUNICATIONS BOX, MEDIA BOX, HOME m .--,DIRECTORY) Ilvr, DIRECTORY) �d- ,00 FOR 0 REFERENCE ONLYLl y 00 W i fV lld') E 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. July 13, 2017 .FLµ. Goo 4R r,7 'd ' Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE 72328 cr_L.L o rn 00 .. 0 06 U) N , Lij M vVN 0.E L N � M - L�� 10 a a��Qo 00 ai Ln E 0 00 E "t J 0 N U n ._j mi <t� 1.0 O d' N CL i i pe,A,y 1 a S. I I � I Lij II ce Ll. I LU 1 i LU J O l c1 H �LU z O k 3 I w W' S a ��Q U F V I N 9 Z O U � I I� :'.. LU tf) O J ib J LU 00 cy- O o N z O TxLu U Uj ._. w LO (n. UD rSERIAL NUMBER 1014.0 Ns M o p z z Qoff% a m O �� 0 z LU Or_LULU Q m, LLJ -n 0 M o= M = F- w3o En 0:> o W C)LU 0 in Z 4 � O p Q Or- C3- Lnw >- z _zs w p W 0 J =zQ O a LLJ co VcLtm a C z x w Q VL�LW m ~zz bi-ZA Q Qc W W zw m Q 5. o Q 0 W U.) o(r)s 00 FC 0 iib Q p aG a 0 Z LU CC, O LLJ U) zEn0z Q w m>— w < p p LU 3: U n W u ) C) (n J W LU Q (n ce U-1 OC �C) :> 0 QUj ZZ(n W Z U G¢¢GCC pQLU >o wcz9�z En•.•�Q UJ Q U cjr z W .0 0 M: p w wLLJ =gip V =p = �-+ En w F- zOw� Z Z Z LLL C:) (n z � �o z��Q ac C) F- Ln LU ZZ X W Z WI~L-ZQ Z U r O °g�Q'w a LU z=zo �z W�cm p O Uj a6Coe pwmw Z J U C) o LL- Q V F- o TIE-IN WITH WEATHER RESISTIVE BARRIER; 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE 0 T EXTERIOR SHEATHING 2 INSTALL HEAD CODE IN EFFECT AS OFDATE .OF CERTIFICATION BELOW. FOLD UP WEATHER HEAD FLASHING TIE-IN MECHANICALLY FASTEN AS WEATHER FOLD UP WEATHER RESISTIVE BARRIER & INSTRUCTIONS; NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER TEMPORARILY SECURE THROUGH FLASHING BARRIER TO DIVERT RAIN TEMPORARILY SECURE WALL PER PLAN 1. CUT, FOLD UP &TEMPORARILY ....... SILL PLATE ;a D Ovan G. Drummond, AIA SECURE WEATHER RESISTIVE WEATHER Manuel Gonzalez, AIA SEE NOTE #2 ,,. Sang-Yub Lee, PE EXTERIOR BARRIER ABOVE HEADER TO RESISTIVE DOOR C) rn EXTERIOR LLJ ALLOW FOR FLASHING BARRIER WITH WEATHER -LL� WINDOW SHEATHING RESISTIVE BARRIER INSTALLATION E L N M L 611 NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 611 WID NOTE: WEATHER a � 0 0 c0a TAPE THIS DETAIL ONLY APPLIES AT EXTERIOR a_7 , 0 00 2. INSTALL SILL FLASHING AS SHOWN ABOVE DOORS THAT HAVE NO IMMEDIATE OVERHANGS E SILL PAN 0 N ABOVE THEM AND DOORS THAT HAVE FLASHING UNDER n 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS STORY WALL ABOVE THEM. t N RESISTIVE BARRIER WEATHER RESISTIVE BARRIER SILL PAN 3. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE CORNER 2 1 2 FLASHING - DO NOT FLASH OVER BOTTOM PATCH NAILING FLANGE n Zf v EXT -1 TYPICAL SLIDING GLASS DOOR FLASHING DETAIL E,�_ TYPICAL WINDOW FLASHING DETAIL (EXT -1) D3 N.T.S. (EXT -2) �,R3�N.T.S. OPTION- A 611 FLASHING CODE IN EFFECT AS OFDATE .OF CERTIFICATION BELOW. SSEMBLED -n WINDOW) -n En En CONT. DRIP EDGE ACROSS DOOR HEAD ry. TO DIVERT RAIN 2 1 2 FLASHING - DO NOT FLASH OVER BOTTOM PATCH NAILING FLANGE n Zf v EXT -1 TYPICAL SLIDING GLASS DOOR FLASHING DETAIL E,�_ TYPICAL WINDOW FLASHING DETAIL (EXT -1) D3 N.T.S. (EXT -2) �,R3�N.T.S. OPTION- A 611 FLASHING CODE IN EFFECT AS OFDATE .OF CERTIFICATION BELOW. CANT STRIP CONT. DRIP EDGE ACROSS DOOR HEAD ry. TO DIVERT RAIN -- WALL PER PLAN WALL PER PLAN ....... SILL PLATE ;a D Ovan G. Drummond, AIA ... .... .... ... - �;�, � AR 96399 Manuel Gonzalez, AIA SEE NOTE #2 ,,. Sang-Yub Lee, PE EXTERIOR RAIN DRIP REGLET DOOR C) rn WALL SHEATHING LLJ C) 00 i EXTERIOR WITH WEATHER -LL� WINDOW RESISTIVE BARRIER E L N M L NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 611 WID NOTE: a � 0 0 c0a CONFORMING TO AAMA 711-07 THIS DETAIL ONLY APPLIES AT EXTERIOR a_7 , 0 00 2. INSTALL SILL FLASHING AS SHOWN ABOVE DOORS THAT HAVE NO IMMEDIATE OVERHANGS E 0 N ABOVE THEM AND DOORS THAT HAVE A SECOND n 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS STORY WALL ABOVE THEM. t N TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING OOMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OFDATE .OF CERTIFICATION BELOW. ry. ;a D Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE 72328 C) rn LLJ C) 00 L N M L a � 0 0 c0a 00 u7 0 00 E 0 N n _j mss; 9.0 0 �0 d' t N "C) LU LU i LLU (A LU LLL t3 .,\ ..�CDa Ca z z € z UJ 1 � Z � F—e 1 LL 3 LL. ri LULU CV Lr..a LU . 1- {� F � £ t. 2 1� $ Q €06 'Lf) LU 0 z M I o Q . FQ LZ ?a ivI (J) SERIAL NUMBER 1014.1 E 0 Ln CD W zo o z z a�L w LU cc En M a Q oc z OW w J 0 C 0 z LU = a LU ca ~ O o _LU o3:o LU U) J W Z O w O w O w ~<LU z a=� U LU O Q w a „ z z LU O W J :3= Of0 a O0L4 m Uoc� a�oo ¢LU, U �Zo o�G CA LU mQ> OJLL_ J a� LU V in O C:) (on: ��/: , J /� O�..� LL V 5o9 O HOZ Uj CUD t4U)aU Q w cn mm LU L v zUzoU � w J W LUx Cie � C.4 :> 3:�WOVT ,i I LU qj Ln tf�w�Z U' wO oC O ce 0- z c�QLu LUO 0 z J Z LU in W W M oG cn � i!1 OLUw H U LU wE- zoW� zZz ce o0u, z U) C c0' -n a C> F�- awQ LU X: LU zQ LU LJ_ w Q LU zLU= z 0 �z ca LU _cD_En S� QEi O ` Q ��VVLU ICa w V �OOUw-- aUt--o ROOFING PER CONTRACT. (CONTRACTOR TO PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ON A.P.A. RATED SHEATHING PER EXTERIOR SHEATHING TO BE FLUSH WITH THE EDG PLAN SPECS. x ALL ROOFING UNDERLAYMENT TO BE 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION SELF -ADHERING POLYMER MODIFIED BITUMEN OF THE FOUNDATION, 1/4" GAP BETWEEN FOUNDATION SHEET TO COMPLY WITH ASTM D 1970 Manuel Gonzalez, AIA PRE-ENGINEERED WD TRUSS, 24" O.C. SEE PLAN INSULATION BLOCK SEE PLAN FOR STRAP ALUM. WRAPPED 2x L >< WOOD FASCIA NAILED TO TRUSS TAILS W/ (2) n( 16d @ 24" O.C. GAP BETWEENFOUNDATION AND SHEATHING METAL DRIP w cc EDGE CEILING INSULATION CONTINUOUS VENTED (SEE ENERGY CALCS.) SOFFIT; WOOD LEVEL RETURNS WHEN 1/2" RIGID GYP. BD. STUCCO SOFFITS ARE DBL 2x SYP. WD. REQUIRED TOP PLATE FRAMING DETAILS 2x SYP. #2 WD. STUDS MIN. 7/8" STUCCO (3 @ 16" O.C. TYP. COATS) ON GALV. SELF FURRING FELT REFER TO WALL INSULATION BACKED METAL LATH ELEV. FO (SEE ENERGY CALCS.) VERHAN 2 SYP 42 WD HEADER x -SEE SCHEDULE SCHEDULED WINDOW (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT W/ FBC-R -SEE SCHEDULE SCHEDULED C ULED WINDOW SCHEDULED WINDOW (SEE FLOOR PLAN) (SEE FLOOR PLAN) EXTERIOR SHEATHING TO1/2" BE FLUSH WITH THE EDGE' 2x SYP: #2 STUD @ 16" EXTERIOR SHEATHING TO BE FLUSH WITH THE EDG x MIN. 7/8" STUCCO (3 COATS) 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION O.C., TYP. OF THE FOUNDATION, 1/4" GAP BETWEEN FOUNDATION AR 96399 Manuel Gonzalez, AIA ON GALV. SELF FURRING (SEE ENERGY CALCS) OF THE FOUNDATION, 1/411(SEE PAPER BACKED METAL LATH L >< WALL INSULATION EXTERIOR STRUCTURAL GAP BETWEENFOUNDATION AND SHEATHING (SEE ENERGY CALCS) w cc CL > � ^o LU _j SHEATHING PER PLAN/SPECS APPLY A LIGHT COAT OF CONNECT WALL PER � CL @ 16" O.C., TYP. APPLY A LIGHT COAT OF ry 00 FRAMING DETAILS 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. Z 2x SILL PLATE FINISHED BASE MOULDING --' -n `0 0 CEMENTITIOUS COATING TO WATER RESISTANT BARRIER 3/4" GYPCRETE (OPTIONAL) m --- FILL VOIDS & HONEYCOMBS (2 LAYERS REQUIRED): PAPER TOP OF ROOFING PER CONTRACT, (CONTRACTOR TO BACKED METAL LATHE & POLYETHYLENE HOUSE WRAP LU 3/4" THK. T&G SUBFLOOR GLUED & NAILED FLOOR PROVIDE PRODUCT APPROVAL FOR ROOFINGOR APPROVED EQUAL SYSTEM c TRUSS SYSTEM) ON A.P.A. RATED SHEATHING PER Uj 1 � 3 �E (2 LAYERS REQUIRED): PAPER BACKED METAL LATHE & " PLAN SPECS. CONNECT WALL TO FOUNDATION PER FRAMING DETAILS (2 LAYERS REQUIRED): PAPER ALL ROOFING UNDERLAYMENT TO BE CONNECT WALL TO FOUNDATION 2x RIBBON FASTENED TO FLOOR TRUSSES'of POLYETHYLENE HOUSE WRAP LJ111 Ln SELF -ADHERING POLYMER MODIFIED BITUMEN BACKED METAL LATHE & POLYETHYLENE HOUSE WRAP PER TRUSS ENGINEER PER FRAMING DETAILS > SHEET TO COMPLY WITH ASTM D 1970 PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM ,d6 PRE-ENGINEERED WD TRUSS, 24" O.C. SEE PLAN Y WEEP SCREED INSULATION BLOCKBATT O PRE-ENGINEERED WOOD FLOOR "' . z INSULATION REQUIRED SEE PLAN FOR STRAP Q TRUSSES (VERIFY W/ TRUSS FINISHED BASE MOULDING AT GARAGE (SEE ALUM. WRAPPED 2x FINISHED BASE MOULDING ENGINEER FOR TRUSS LAYOUT) LIJLE ENERGY CALCS) WOOD ASCIA NAILED MAIN FLOOR TO TRUSS TAILS W/ (2) 1/2" RIGID GYP. BOARD 16d @ 24" O.C. METAL DRIP':,� t J �� �1 �l 00 1/2" GYPSUM EDGE ---CEILING _______. _______ � � INSULATION (SEE ENERGY CALCS.) DBL. 2x SYP. WD. TOP PLATE "b �� -�14T �LU - WALLBOARD ON STUDS W/ WALL INSULATION CONTINUOUS VENTED SOFFIT; WOOD LEVEL LI 1/2 RIGID GYP. BD. SCHEDULED WINDOW (SEE ENERGY CALCS) d RETURNS WHEN 4" GONG SLAB W/ (SEE FLOOR PLAN) LT —I STUCCO SOFFITS ARE DBL. 2x SYP. WD. WINDOW ATTACHMENT - W UjI Mme.. REQUIRED TOP PLATE COMPLIANT WITH FBC-R HEADER , SEE FRAMING SEE FOUNDATION PLAN 2x SYP. #2 WD. STUDS Z EXTERIOR PLAN FOR SIZE AND DEPTH MIN. 7/8" STUCCO (3 @ 16" O.C., TYP. ri_ SECTION WITH WINDOW 2 TWO-STORY WALL SECTION COATS) ON GALV. Q D7 SCALE: 3/4" = 1'-0" SELF FURRING FELT REFER TO WALL INSULATION Z BACKED METAL LATH ELEV. FO SEE ENERGY CALCS. ( ) VERHAN 2x SYP #2 WD HEADER -SEE SCHEDULE SCHEDULED C ULED WINDOW SCHEDULED WINDOW (SEE FLOOR PLAN) (SEE FLOOR PLAN) EXTERIOR SHEATHING TO1/2" BE FLUSH WITH THE EDGE' GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION EXTERIOR SHEATHING TO BE FLUSH WITH THE EDG x y 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION OF THE FOUNDATION, 1/4" GAP BETWEEN FOUNDATION AR 96399 Manuel Gonzalez, AIA AR 96730 (SEE ENERGY CALCS) OF THE FOUNDATION, 1/411(SEE ENERGY CALCS) AND SHEATHING 2x SYP. #2 WD. STUDS GAP BETWEENFOUNDATION AND SHEATHING (Z j N . w cc CL > � ^o LU _j � L - N d' M APPLY A LIGHT COAT OF {0 � CL @ 16" O.C., TYP. APPLY A LIGHT COAT OF ry 00 L � 2 Ln 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. Z CEMENTITIOUS COATING TO VcV --' -n `0 0 CEMENTITIOUS COATING TO t0 it 0-1 04 C m --- FILL VOIDS & HONEYCOMBS 2x P.T. SILL PLATE FILL VOIDS & HONEYCOMBS LU 2x P.T. SILL PLATE WATER RESISTANT BARRIER c WATER RESISTANT BARRIER ci-LU Uj 1 � 3 �E (2 LAYERS REQUIRED): PAPER BACKED METAL LATHE & " CONNECT WALL TO FOUNDATION PER FRAMING DETAILS (2 LAYERS REQUIRED): PAPER ILU CONNECT WALL TO FOUNDATION Q POLYETHYLENE HOUSE WRAP LJ111 N°Ujoc J Cf fw� BACKED METAL LATHE & POLYETHYLENE HOUSE WRAP F E E k Ln PER FRAMING DETAILS w OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM ,d6 PROVIDE CONT. METAL TERMITE WEEP SCREED SHIELD UNDER SILL PLATE O z SHIELD UNDER SILL PLATE MAIN FLOOR Q FINISHED BASE MOULDING WEEP SCREED FINISHED BASE MOULDING tz LIJLE MAIN FLOOR lip ELEV 0'-0" ELEV 0I-o,I 00 -�14T �LU - 4" CONC SLAB W/ Q = d 4" GONG SLAB W/ Cn LT —I VAPOR BARRIER - W UjI Mme.. �' VAPOR BARRIER I SEE FOUNDATION PLAN SEE FOUNDATION Z EXTERIOR FOR SIZE AND WALL TYPE OF FOOTING PLAN FOR SIZE AND TYPE OF FOOTING _ ri_ SECTION WITH WINDOW 2 TWO-STORY WALL SECTION Q D7 SCALE: 3/4" = 1'-0" D7 SCALE: 3/4" = 1'-0" Z TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPT DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION 8 BELOW. G b, v x y D Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE 72328 C) M � 00 C LU (Z j N . w cc CL > � ^o LU _j � L - N d' M LU 1� {0 � CL CL < U LU Ln a)-oo o C ca ry 00 L � 2 Ln w E0� VcV --' -n `0 0 .r.� t0 it 0-1 04 C A E tu LU to j 1 i t ft c ci-LU Uj 1 � 3 �E 1 J L ILU LJ111 N°Ujoc J Cf fw� F E E k Ln w ,d6 U) O z r Q .. '. < tz LIJLE r-IERIAL 1. ,,IB r. 1014.1 LL_ f o o z a L,) U)LLJ w II U) C) it =5 C>_ � cc z O w U_ 0 W Q0- C:) = ¢ Ca > �- F- D = W Z = F_ ¢ � z o3o LU U) _t W Z C:) W o W 0 Q ED a z F- Uoa LU LU w z { W U_ 0 _ za 0 I � o >-OJ C) Uce ccl c QUo coca LU z m cri o Q =a� �zw y co C) oz �LnU) oo� o�GCUno U a o o ce Boz w m U owzvi U) o cD QWv)� m m LU w ¢ o 0 � wU) w J W Z V Q CL icev) m zo>z O Z U CO=!) w cn (f) ED w0 �zU oc ca ce M Uj U zz=n Lu En w W0U)Z O oC U U) (n O :N Ein LU LU Uj (� _ T Z Ot�LI � Z Z Z U_ C) Z ❑ Z w O Q r1nQ E3 � ggL=U > rLn LUW Z 1 LU U_ z Z W r O ¢w C) U) z=�Z P-4 � W� m _0 vi a � wLUmw 0 U LU __j __j ¢ U F- o I COUNTERTOPS OUTLET BOX CENTER SIDEWAYS IN BACKSPLASH 2X4 HALF WALL M O M CABINET NOTE: BRACKETS REQUIRED IF COUNTERTOP CANTILEVERS MORE THAN 1011 INT -1 KITCHEN HALF WALL D ETAI L D8 SCALE: 1/211 = 1'-011 (INT -1) ET MIRROR 3 FROMMIRROR=VANITY -511 SET MIRROR 311 E D OFF BACK SPLASH FROM INSIDE CORNER r ---- ---- M t[ cn H 36" HIGH X w (VANITY -5") MIRROR ; m >o aF 1/4" MIRROR C❑ ❑ ❑ 1/2" RECESS ❑ ❑ FOR MIRROR F1 [1 2" MIRROR TRIM VAWY MIRROR INSTALLATION INSTRUCTIONS: 1, 4IRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. 2. NT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE CC RNER. (MIRROR TRIM WILL NOT BE INSTALLED AT INSIDE CORNERS.) 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED BE ORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER: WOOD TRIM SHOULD BE 1 Z' +/- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. DINT -2 ASTER BATH MIRROR WOOD TRIM DETAIL D$ SCALE: 1/211 = 1'-011 (INT -1) TOLL APPROVED TILE BACKER (REFER DRYER VENT (TYPICAL) GAS PIPE (TYPICAL) FOR GAS DRYER ONLY DRYER VENT (TYPICAL) GAS PIPE (TYPICAL) FOR GAS DRYER ONLY DRYER VENT BOX - ATTACH PER MFR. INSTRUCTIONS O P.T. SILL PLATE N (IF SLAB ON GRADE) r1 WITH PEDESTAL DRYER VENT BOX - ATTACH PER MFR. INSTRUCTIONS P.T. SILL PLATE (IF SLAB ON GRADE) INT -3 DRYER VENT BOX FOR DRYER ONLY D8 SCALE: 1/211 = 11_011 (INT -3) TILE OR STONE ON 1/2" COMPARE HARDI BACKER BOARD MANUFACTURER'S OVER %" EXT. PLYWOOD DIM OF TUB & ON 2X4 FRAMING. PUMP LOCATION TO CONTRACT SPECIFICATIONS) WALL TILE REFER TO FLOOR PLAN, VARIES -SEE PLANS 2X BLOCKING BETWEEN VARIES BY MODEL 1 ROW OF TILE STUDS (3 WALLS) 2X4 @ 16" O.C. <, z :5 w CORNER SHELF VINYL LINER (3 WALLS) EXTENDED 5 a o o (1) CERAMIC CORNER UP WALLS o FLOOR TILE SHELF AT 48" A.F.F. 4 2X4 LEDGER J � 1000/_ SILICONE SEALANT BETWEEN U_ ca :., . ' TILE BACKER AND WET, -BED 00 FLOOR TILE _ - w 2„2X4 THRESHOLD � FLOODSTOP ADJUSTABLE GAUGE COAT WETBED P N 6' SHOWER DRAIN LINER SET IN SEALANT @ 2” SHOWER DRAIN �~ LANGE OVER ROOFING FELT NOTE NOL3/4" 9" RADIUS MARBLE SHELVES WILL EXA SIZE AND SHAPE VAIRES BY MODEL AS BE LIEU OF CERAMIC WHEN MARBLE/ WELL AS PLUMBING ACCESORIES. REFER TO MAOPTIONS ARE SELECTED. ARCHITECTURAL PLANS BY MODEL. INT -4 S H O WER & CURB ON FRAMED FLOOR IN _5 STANDARD S D8 SCALE: 3/411 1'011 (INT -4) 8 SCALE: 1/2" = 1'-011 X x DROP IN TUB . ^ N 2" SHOWER DRAIN U_ ,L + 2X4 CRIPPLES d w TILE AT DOOR a 2X4 TO BE P.T. SUPPORT UNDER LU WHEN IN CONTACT TUB AS REQ. BY THRESHOLD: 6 WALL TILE A UFACTURER'S. � W/ CONC. FR -33 DRO P IN TUB' DETAIL k ^ D8 SCALE: 3/4'1 1'-011 n (FR -33) SHOWER ELEVATION A H O W E R SHELF LOCATION END POST TIED INTO FLOOR (INT -5) JOIST BELOW EXTEND TO �; Q BOTTOM OF FLOOR JOISTS. �` END POST TO PENETRATE SUBFLOOR. FACE NAIL END POST TO BLOCKING. 2x BLOCKING BETWEEN y y FLOOR TRUSS AGAINST X END POST. SUB FLOOR. ' .: ::: yy y y , yy yy y y. •� - y s ''�''' NAILS(TYP) m..__...... FLOOR TRUSS. y y W cDA HAI F WALL TTF—IN DETAIL 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. 2%Z�11 11,7 FLO '14 VIA qIt 1 A ffi g AFSrS Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE 72328 Uj o 0) ,-� o0 Ln -- °� 06 (n N a�0)n 0 LN It E LU D r� LTJ _�e o. . < NCO U�� 00 � Ln X000 • E 't � ON c U , n J 1.0 0 �p d - N C) fi �= 0 t c5 LU m LLQ Lu c: , LU E L 1 j F 1 9,11 M� w Q ; ,�.. z I,. Lu z CIG LU cy LU� c� �! (f) o LIQ L� wy L -..L 01 ;° E i H LU I� 06 LU `O z W Q F -- UJ x SERIAL NUMBER MBER 1014.1