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1667 ATLANTIC BEACH DR - ARCH DRAWINGS i TO THE BEST OF MY MWLEDGGE,THE DESIGN DEPICTED ON THIS DRAWING CONKM WITH THE APPUCABLE MIN"BUILDING CDDE IN EFFECT AS OF DATE OF CERTMCAnON BELOW. August 15,2016 V 02 P1 00 H _ � 3 LL- C:) Ovan G. Drummond, AIA z W AR 96399 wManuel Gonzalez, AIA th LU 0 AR 96730 Z ao Sang-Yub Lee, PE Ce W o 72328 ABBREVIATION LIST GRAPHICS LEGEND SQUARE FOOTAGE NOTES LIST OF DRAWINGS o000 � Z PARTIAL SECTION IN ERIOR ELEVATION CARIBBEAN ELEVATION con10"00 M W = m Abbrev. Description Abbrev. Description Abbrev. DescriptionDETAIL# - DET L# AREA CALCULATIONS S.F. C1 COVER SHEET - Index of Drawings w 0 5 w # NUMBER F.P. FIREPLACE PT. LD. POINT LOAD __- DRAWING # _-_ DRA ING # GNI GENERAL NOTES a a z = & AND FRT. FRONT WD. POWDER FIRST FLOOR 1725 a z SECOND FLOOR 1847 0 S 0 0 - EQUAL FT. FEET PLW. PLYWOOD I BUILDING SECTION � - DETAIL CALL-OUT SCO 'FOUNDATION PLAN A � o u' cn - _ DETAIL# DET L# A1.81 FOUNDATION PLAN U w > Ce @ AT FTG. FOOTING00 J � o A/C AIR CONDITIONING F.O.M. FACE OF MASONRY R RISER ___ _ DRAWING # / --- DRA ING # TOTAL LIVING AREA 3572 SQ. FT. A1S.81 SLAB LAYOUT cS �' g o ABV. ABOVE RA RETURN AIR A1.N IFOUNDATION PLAN, NOTES, SCHEDULES, & DETAILS t9 j M ~ Uj ¢ oz ADJ. ADJUSTABLE GAL GALLON RAD. RADIUS � / CEILING HEIGHT CHANGE 4J x ,.� � _ A.F. ABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR 80 FLOOR PLAN a o 0 u, 0 COVERED ENTRY A2.81 FIRST FLOOR PLAN ,� � Ce U z A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. REINFORCING CENTER LINE SPANISH TILE w A � a "' '� AH AIR HANDLING UNIT GFI GROUND FAULT RM. ROOM COVERED LANAI 393 A3.81 SECOND FLOOR PLAN A z2 w oc z U INTERRUPTER ELEVATION MARKER SHA E SIDING A2 3N FLOOR PLAN NOTES, SCHEDULES, & DETAILS „� ¢ a o GARAGE(s) 521 u, ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING z z % � SLAB RECESS SIDI G EXTERIOR ELEVATIONS W ALUM. ALUMINUMG.W.B.BGYPS M WALL BOARD R D. REQUIRED REAR BALCONY 393 o= A R & SH ROD & SHELF BRICK A5.81 FRONT & SIDE ELEVATIONS a 0 o ARBECUE H HIGH R.W.C. RAIN WATER CHANNEL FRAME BEARING WALLBALCONY 78 W J B.B.Q.Q A5.1.81 REAR & SIDE ELEVATION, & ROOF SLOPE PLAN N = o a BD. BOARD HB HOSE BIBS -• INTERIOR WALL STU CO FINISH A5.2.81 EXTERIOR ELEVATION DETAILS w o B.F.F. BELOW FINISHED FLOOR HD. / HDR. HEADER SF/ SQ. FT. SQUARE FEET (NON-BEARING) TOTAL 5037 SQ. FT. ate. ° BOTT. BOTTOM HGT. / HT. HEIGHT SGL SINGLE CMU MASONRY WALL ==_ EARTH BUILDING SECTIONS oU 2 BUILDING SECTIONS & DETAILS m BR. BRICK HORIZ. HORIZONTAL SHT. SHEET A7.81 � z BKFST. BREAKFAST SH. SHELF GABLE END WALL INS LATION > , W > foC 0 W a o DIFFUSER LAYOUT H, 0 0 INSUL INSULATION SHWR. SHOWER FRAMED KNEEWALL - DEC RATIVE STONE { L °C M1 81 FIRST FLOOR DIFFUSER LAYOUT LU u, ,? CALC. CALCULATIONS INT. INTERIOR SL. SLIDER :. _ L Ce U m M2:81 SECOND FLOOR DIFUSSER LAYOUT En C.J. CONTROL JOINT I.L.O. IN LIEU OF SPECS SPECIFICATIONS DROPPED SOFFIT PRE CAST LINTEL/ HEADER - Z 0 CL CENTER LINE S.P.F. SPRUCE PINE FIRLU CLG CEILING KS KNEE SPACE SPR , PT. SPRING POINT E ECTRICAL LAYOUT Ce WCe CMU CONCRETE MASONRY UNIT STD. STANDARD DESIGN CRITERIA E1.81 FIRST FLOOR ELECTRICAL LAYOUT = Wct. c� C.O. CLEAN OUT L LONG --STL STEEL E2.81 SECOND FLOOR ELECTRICAL LAYOUT °C z > COL. COLUMN LAV LAVATORY STOR. STORAGE TWO STORY: FIRST FLOOR - FRAME SINGLE FAMILY RESIDENCE: GROUP R3 EN ELECTRICAL NOTES &SCHEDULES _j o COMP. COMPRESSOR LDRY LAUNDRY _ U P �- a SECON FLOOR - FRAME BUILDING TYPE: V - B -. S -ANDARD NOTES & DETAILS . Q z z P 0 = CONC. CONCRETE LIN LINEN _T TOP W �--♦ w to =W Q 0062 0 cn CONT. CONTINUOUS LT LAUNDRY TUB T&G TONGUE & GROOVE RISK CATEGORY: II D3 STANDARD NOTES & DETAILS op W D7 STANDARD NOTES & DETAILS � 00 � d o TEMP. TEMPERED _ � �U F— �� op w Ce � DB. DOOR BELL M.B. MASTE . BATH THK. THICK DESIGN BASED ON FL RIDA BUILDING CODE WIND DESIGN BASED ON. ASCE 7 10 , ® D8 STANDARD NOTES & DETAILS '—' '—' Z � rt T.O. TOP OF 5TH EDITION 2014 'z °C • ( ) ac � DBL D W:e;� � Q a o z MEDICINE CABINET T.O.B.B. T P -F BOND BEAM _ _ U DR. & SH. OUBLE ROD &SHELF M.C. 0 0 �-. F B.C. 5TH EDITION Q104) RESIDENTIAL ULTIMATE DESIGN WIND SPEED - 13o MPH HOUSE ELEVATION ABBREVIATIONS LU °O S DECO. DECORATIVE MFR. MANUFACTURER TR. TREAD 3 o W Z �; DET. DETAIL MIL. MILLIMETER IRAN. TRANSOM FB.C. 5TH EDITION ( 104) MECHANICAL NOMINAL DESIGN WIN SPEED = 101 MPH ABBR. FULL NAME ELEV. CODE Q Z z DIA. DIAMETER MIN. MINIMUM TYP. TYPICAL MAN. MANOR 03 W Z F B.C. 5TH EDITION ( 104) PLUMBING EXPOSURE. B wIL. WILLIAMSBURG 07 � 0o J DIM. DIMENSION MIRK. MIRROR F B.C. 5TH EDITION ( 104) ENERGY ENCLOSED BUILDING INTERNAL _ PRO. PROVINCIAL 08 0 J � DN DOWN MLDG. MOLDING UC UNDER COUNTER +,18/ .18 VIE. �— ¢ U1 z = o W UNLESS NOTED C NSERVATION PRESSURE COEF.. CHA. CHATEAU 09 � ' c o n J W DR. DOOR M.P.H. MILES PER HOUR U.N.O. OTHERWISE VER, = F B.C. 5TH EDITION ( 014) FUEL GAS FOR WINDOWS/DOORS, SEE FLOO VERSAILLES 10 W o Ln � z c` �- DS. DOWNSPOUT MT METAL THRESHOLD X ITV. CLA. CLASSIC 18 3 PLAN FOR ACTUAL PRESSURES. MEDITERRANEAN 19 a a Ce m D.S.S. DENSE SELECT STRUCTURE V.B. VAPOR BARRIER F B.C. 5TH EDITION ( 104) ACCESSIBILITY MED. _ C7 W W z _ w o o � DW DISHWASHER N.T.S. NOT TO SCALE VERT VERTICAL NATIONAL ELECTRIC ODE 2011 (NEPA 70) FEMA RULES & REGULATIONS TRA. TRADITIONAL 20 = _ � W = DWG. DRAWING V.T.R. VENT THROUGH ROOF COU. COUNTRY MANOR 21 U M U N F.P.A. 1012014 ASCE 7-10: W z O.A. OVERALL ' MINIMUM DESIGN LOADS HER. HERITAGE 22 Q WLU LU o Z E EGRESS O.C. ON CENTER W WIDE THIS DRA NG AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DAT IT IS SIGNED CMN. CIMMARON 28 W U Ln z o ca E.E. EACH END O.H. OVERHEAD W/ WITH MSN. MISSION 30 >- � ° � AY OPT. OPTION AL W.C. WATER CLOSET AND SEALED OR WHILE CURRENT CODE IS VALID ��, CRAFTSMAN 31 U m oc a z E.W. EACH W OPTION(AL) F--i W < > o EL. ELEVATION OPNG. OPENING WD. WOOD SCL. SPANISH COLONIAL 32 z z = 0 ELEC. ELECTRICAL OSB ORIENTED STRAND BOARD WDW. WINDOW BOR. BORDEAUX 33 z W � a ¢ ENCL. ENCLOSURE PED. PEDISTAL SINK W.I.C. WALK-IN CLOSET BRO.- BROUGHAM 39 C o = Z ENG. ENGINEERED POLY POLYVINYL WP GFI WATERPROOF GFI REN. RENAISSANCE 40 a. in 0 Ce vi� EQUIP EQUIPMENT P.S.F. POUNDS PER SQUARE W.W.M. WELDED WIRE MESH VIE. VIENNA 41 Ce W Z Q Q FOOT TUS. TUSCAN 44 Q 0 0 EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH W.W.F. WELDED WIRE FABRIC CLS. CALAIS 46 Uj � 0 FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER � ITV. ITALIAN VILLA 58 LU i FLR. FLOOR P.R. POWDER ROOM PBC. PALM BEACH 80 N Z o w FND. ]FOUNDATION P.T. PRESSURE TREATED CRB. CARIBBEAN 81 z � CST. COASTAL 82 O zp � � � z0z o ¢ ova Z y � a > j 0 W W 0 Z a F._ Q � � 23 Wiz om ~ o 4 W ZwWO da o a o aW � � 0244 ~ z = � z w oa � W =Q _ 1-4 LU CJ u. owW ,. _ cn o z = � L�..LL. W UJ �n � oC Uj o � 0 UJ ca o � � W uS � W cc U_j� O LU � � COLLJ � UJI �J NUMBER, JZ ..JU_ cc Qo00 F to UMBER 1014.0 TO THE BEST Of W MMB)GE,THE DESIGN DEPICTED ON TKIS DRAWING CDmnm WfTN THE Appumm NHQNUN B aww CODE IN EFFECT AS OF DATE OF CERTIFICATION WOW. I- GENERAL N TES I- DOORS k WINDOWS PLUMBING NOTES U 1. IT IS THE SUBCONTRACTORS SOLE RESP SIBILI TO DETERMINE ERECTION PROCEDURE ALL BE ROOMS 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 AND SEQUENCE TO INSURE THE SAFETY F THE BUILDING AND ITS COMPONENT PARTS 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 OFt CL DURING ERECTION. THIS INCLUDES, BU IS NO LIMITED TO,THE ADDITION OF 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 L0_ WHATEVER TEMPORARY BRACING,GUYS TIE-COWNS MAY BE NECESSARY. GREATS k 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, ca a � '� � � I- THE OP RATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. EQUIPMENT, ETC. 141 WINDO S INDICATED WITH (E OR(EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. SHOWER HEAD CODE / RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE 71-411 ALL G SS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS,ALL GLAZING AT TUB AND HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 61-1011 �7 0 , SHOWE ENCLOSURES AND WINDOWS LESS THAN 60"ABOVE STAIR LANDINGS OR TREADS SHALL BE GENERAL NOTES r TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2014 FBC 2411.1.2 e W STRUCTU L ESIG CRITERIA ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND C) LIVE LOAD : ROOF 20 PSF REDUCIBLE SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. �D- ( ) SOLID OOD DOORS NOT LESS THAN 1Y8 INCHES (35 MM) IN THICKNESS SOLID OR HONEYCOMB CORE a 0 RESI[DENTIAL FLOOR, UNLE OTHERWISE INDICATED 40 PSF STEEL CORS NOT LESS THAN 18 INCHES (35 MM)THICK, OR 20 MINUTE FIRE-RATED DOORS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE . 0_4to BALCONIES/DECKS 40 PSF NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. Ovan G. Drummond AIA vi WHERE ORS OPENINGS REQUIRE WOOD FRAMING,TO FIT WINDOW OR DOOR SIZES, PRESSURE z W sTARs s 40 PSF TREATS 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2"TAPCON SCREWS, 6" DRAWINGS SHALL NOT BE SCALED. AR 96399 O _ A C WITHOUT STORAGE 10 PSF FROM EACH END AND 12" C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ Manuel Gonzalez, AIA ch w A C WITH STORAGE 20 PSF (2) RO S OF 10d NAILS AT 10"C/C. INSTALL SOFFITS PER FBCR R703.1.3 AND R616. AR 96730 m HA ABLE ATTICS 30 PSF SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS(AS REQUIRED). Sang-Yub Lee, PE p W J SLE PING ROOMS 30 PSF WIND BORNE DEBRIS REGION 72328 O 3000 PSI EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE CONCRETE CON RETE UNLESS OTHERWISE I DILATED SHALL E PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE & aW. o STRENGTH OR FLO IDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE0011� 00 O W azc MINIM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE N @ 28 DAY a M W = APPRO ED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL 0 REINFORC NGS WE 'DED WIRE FABRIC SHAL4CO FORM TO ASTM A185 PREVAI AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. �, w LL(REINFORCING BARS ASTM A615-60 60,000 PSI a a p p = - ALL!STIRRUPS AND TIES ASTM A615-60 60,000 PSI GYPSU WALLBOARD �,, M = I— POU PROPYLENE FIBERS FOR BS ON GRADE MINIMUM 1.5 LBS. OF PROVID 1/2" NO SAG GYP. BOARD ON ALL CEILINGS PROVIDE 5/8"TYPE"X" GYP. BOARD ON ALL 0 � o - FIBERS PER CUBIC YARD A GARAG CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE 4 � S W CONCRETE AST C90-01 STANDARD WE UNITS, fm-1500 PSI MORTAR TYPES 1800 PSI RESIDE CE AND ITS ATTIC AREA BY NO LESS THAN 1 2" GYP. BOARD APPLIED TO THE GARAGE SIDE. w 1 ° w z MASONRY CO RETE GROUT 3000 PSI C N INUOUS MASONRY INSPECTION IS REQUIRED / U � O O UNITS: DU NG CONSTRUCTION HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8'ABOVE FINISHED FLOOR. +r S STRUCTU L ALL TRUCTURAL AND MISCELLA EOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD z STEEL: WE DS: E70XX ELECTRODES AL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 ENCLO ED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY W ¢ p SOFFIT PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARD. x U WOOD BEA S RAFTERS JOIST PLATES:-U.N.O. NO. 2 SOUTHERN YELLOW PINE(19% M.C.) a O 0 - cC W FRAMING: _ a '"'� U � Q ROC F DECK: PLYWOOD C C/C-D, EXTERIOR,or OSB W O FLO R SHEATHING: T&G A-C GROUP 1 APA RATED(48/24) GLASS LOCK A Z w z WA SHEATHING: PLYWOOD C- /C-D, EXTERIOR OR OSB MORTA TO HAVE COMPRESSIVE STRENGTH: TYPE S- 1800 psi AT 20 DAYS F-+ a O EXPAN ON STRIPS TO BE PLACED PER MFG. SPECS. O d 1.4 VER A LAM BEAM. Fb = 2900 PS (2.OE) GLASS LOCK SHALL BE INSTALLED AS SPECIFIED Y MANUFACTURERSPECIFICATIONS. �' a a A >- Z WO D COLUMNS: PARALLAM 2.0 U.N.O. B S Z W F=- ¢ WOOD RO F DES GN LOADS: SHINGLE ROOF: TILE ROOF: BUILDI G IDENTIFICATION x O o wLL_p o TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF APPRO ED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH �' O TOP CHORD DEAD LOAD: 10 PSF 20 PSF TOP N AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE F' Z ¢ PROPE SAID NUMBERS SHALL BE A MINIMUM OF 4"TALL AND 1/2"THICK AND CONTRAST WITH �+ N C=7 0 BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF THEIR ACKGROUND. TOT�4L. 40 PSF 50 PSF LU STUCCO p a WIND UPLIFT RESISTANCE: 10 PSF 10 PSF ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8"THREE COAT STUCCOIm wLU °C SEE''DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL Q 0 UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD PLYWOOD PANELS. 0 I oC LOA BUT NOT EXCEEDING ACTUAL DEAD LOAD. ' z p wCONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. ¢ aC WOOD FLOOR DE GN LOADS: LuoC OUTDO DR KITCHENS Uj u� TRUSSES: DE D LOAD: 20 PSF Z LL- m ALL CO STRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. U LIV LOAD: 40 PSF P z o CMU, L GHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE p Z TOT L: 60 PSF FBC RE IDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR w a GRILLS OR COOKTOPS. W >- FOUNDA IO /SIT PREPARATION: ANCHO GE \ w METAL AND WIRE LATH: co ¢ > 1. ALL ETAL LATH SHALL BE LAPPED 1 INCH MINIMUM. UA 0 Q 1. FOOTINGSERE DESIGNED FOR AN ALLOWABLE S IL BEARING PRESSURE OF 2,500 PSF, 2. ALL kTTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL : Uj F- w FOOTING EX VATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY BE PLA ED NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE � cn OF ATL ST 98%OF THE MODIFIED PROCTOR MA IMUM DRY DENSITY,DETERMINED IN TIED B EEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. p ACCORD NC WITH ASTM D-1557.TREAT ALL SOIL FOR TERMITE PROTECTION. 3. MET LAND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT Q _ ¢ ¢ oC to �j OF 4D ALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST / INCH AND z '--' _ 2.THE OWN R HALL RETAIN THE SERVICES OF AN I DEPENDENT GEOTECHNICAL ENGINEER BENT 0 ER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE x..JLIP'{P$. 'fir{. iiA.-h.Z'�t 0 Ce F- TO VERI SUCCESSFUL COMPLETION OF SITE PREP RATION EFFORTS. LOCATIONS ATTAC ED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. a O z FAILING MEET T E GEOTECHNICAL ENGINEER'S EQUIREMENTS SHALL BE RECOMPACTED 31 GAU E, BARBED, GALVANIZED OR BLUED NAILS 1Y2" INCHES LONG HAVING A HEAD NOT LESS THAN LU r W m 8 8 INC IN DIAMETER. Q Z AND RET TE AT T E CONTRACTORS EXPENSE,A D AS DIRECTED BY THE ENGINEER. U.jp 3. WRITTEN E IFIL ON THAT THE MINIMUM DESI N BEARING CAPACITY,AND THAT THE MIRRO S Z E j Z COMPA Q ON REQWEMENTS HAVE BEEN MET SHA.L BE MADE BY THE GEOTECH. ENGINEER. MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. LU W ao H.V.A. . NOTES w p THESE DLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: ? z = W MECHA JICAL,RESIDENTIAL, AND ENERGY CONSERVATION W LU `� O cn _ = SECTION 31 PRO ECTION AGAINST TERMITES MOUNT ALL THERMOSTATS AT+4'-0"ABOVE FLOOR. w W Z 6 F-- TERMITE RO ECTI N SHALL BE PROVIDED BY EGISTERED TERMITICIDES, INCLUDING SOIL APPLIED ALL IN ERIOR&EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE -' Q cn PESTICID S, AITI G SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES.THE H.V.A.C. cfi I 0 Ce LU OF TERM E ROTE ION LABELED FOR USE A P EVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE CONT CTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. z SECTION 02 REGI JIG TERMITICIDE). UPO COMPLETION OF THE APPLICATION OF THE TERMITE ELECT ICAL NOTES LU 1 C) p PROTECTI E REAT ENT A CERTIFICATE OF C MPLIANCE SHALL BE ISSUED TO THE BUILDING Ca Fes-- W = DEPARTM NT BY T LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE D GS. ARE DIAGRAMMATIC&INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. z v cn "THE BUI DI G HA RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN ANY DIGS. ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR O LU Z W Z TERMITE . T EATM NT IS IN ACCORDANCE WIT RULES AND LAWS ESTABLISHED BY THE FLORIDA TO TH COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. LLJ L cn W DEPART M NT OFA RICULTURE AND CONSUMER SERVICES. , _ U O ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL F- Z W NOTE: ELECTRICAL. CODE&ALL CODES, REGULATIONS&RESTRICTIONS HAVING JURISDICTIONS. > ce o 1) M H D OF REATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE m a GROUN -FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE 15&20 AMP OUTLETS INSTALLED 0 Q W C) OR BO -CA E" PRODUCT METHODS MUS BE DETERMINED AT PERMIT STAGE AND PRODUCT OUTDO RS, IN BATHROOMS, &GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. W -> V APF IRO AL D TA MUST BE ON FILE WITH HE BUILDING DEPARTMENT. z z = 2) PRESS RET EATED LUMBER THAT HAS B EN CUT OR DRILLED THAT EXPOSES UNTREATED SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE)TO W -� z PO TI NS 0 WOOD ARE REQUIRED TO FIELD TREATED TO PREVENT INSECT INFESTATION. NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO cn .� ¢ THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE W W `t �� DETECTORS SHALL BE PROVIDED W/VISIBLE "POWER ON INDICATOR"AND A TEST BUTTON WITH ¢ = z 0 IONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24 A.F.F. 5- o cn p BATTE Y BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. ce Q z ALL EL LYRICAL SWITCHES SHALL BE 48"A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" Z 0 z W FROM DGE OF OPENINGS. '-' ALL WALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED. IW- VW ALL HA ITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 V = 0 = .- W I- CONTRkCTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY,THE LOCATION OF SERVICE AND z O = SHALL OCATE METER AND PANEL AS REQUIRED. I< W I- ce VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. O z Z Z p Z ALL EX ERIOR OUTLETS ARE TO BE A MINIMUM OF 30"A.F.F. Z p IN EVE Y KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, z p a BEDRO M, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA,ALL r, 125-V LT, 15-AND 20-AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. Ln `t O Z THERE RE NO EXCEPTIONS. (� p[ W ¢ Ln Z .-� � W o z F-- � � WU_ W } 7t7 Z w O V V N GC EnW �• W ¢ W � CL Q 0 0 Go (n F- 0 �- Z = � Z _- Z a = UjW < . :;;p W � � m W V) (D ccs .c) = to W o U. 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AREA o o z Q V cn O - I I W Z W ce z I PAVERS ---- --=i i , ; A WOOD DECK 1 , , _ Q A w itZ G_ I I I I 0 L i � z W W ON STEMWALL I I I A _ ¢ I I � 1 a% O ui o Z J `° ; ;�' ► ; SLOPE PAVERS w , 1/8 PER FOOT = _ 0 00 Oi_OII I I I I I tl o I -�-- ' w I SLOPE WOOD DECK FINISHED FLOOR I , O i i i r-�'�-� c----------- PAVERS 2 -1 I PER T NOTE: ' °C �' FIN. FLOOR TO BE 18" MIN. ' `� cJ I �-J �-------- T � � Z I ONS EMWALL W � > < O I ABOVE CROWN OF ROAD. i ce W ac 2 A _ A o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w Ln Z A7.81 I 1 -611 w A7.81 � tS "' I A1,N �. 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SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS a p W a o a 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE ' 1 � 8 4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. R 96 0 �Xg Z INDICATES DOOR OPENING w '-' O E Z 0 Q Ovan G. Drummond, AIA AR 96399 U w 0 Manuel Gonzalez, AIA AR 96730 a. cC ce Z co Sang-Yub Lee, PE Lu 0 72328 LU 00 O W Q M N m w �- o ¢ w = w Z = A w � O ° ¢ 8 0 > U w J W Z 0tp OCIO � o O cC �w z V a Z a cn A z ce � w W = zz A a ¢ x o o 0 W � J = Z Q w N O V Q Q Li aC a. W 0 1 O J O V cC z ace oce� 10 0 -� aZC � ce � �u cC Lj C Ui m cn Z _ L azo Lt 0Z W = W a o >- W co a > }i i }� W �Q W; f H z U- W �^_J < Q 0 ,0 m V f j 2' W cC WCL cx� Z LU Q a O ZO WUj COLu F- cn V) 0 � � z W 3 m m Lz J J W Z Z W O o _j w FRONT W LL OF GARAGE Qz Uj W � � Ln E t aCA- PROVIDE 11/2" x 5" W Z 3;W w 0° RECESS ARA E DOOR Z o > o W.W.M. PLACED IN UPPER ZLU Z U PROVIDE 1 2" D'I x 8" W RECESSLU 1/3 OF SLAB OR FIBERMESH V REINF. PER PLAN o LU W SLAB REC S 1 1/ z IN SLAB < U LU o 1 / " 5 1�8" (MIN.) SAWCUT x 1/4 OF W Z w BRICK PA E S ca W SLAB THICKNESS SEE �.. c� o GAR. (n FOUNDATION PLAN FOR LOCATION V 0o cc 2- Z FI N. FLR. LU Q> DOOR GE �..� I-- VIA z = o 4.a SLAB LU z Z ) ; a = RECESS \ W wcnQ i � I- � v ( , caUj w = z •. a z CL o WALL PER vi wo � a• PLAN 5 a- I— wQ0Z - 1 II ._ w ac o oZw 4 • . . in S fa- V ,,,LU SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 U ,� TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, NULj Z o W AS CONCRETE ALLOWS WITHOUT RAVELING ,� 0 zPce 0 Z O 3 Z o z PLAN VIEW z f o � ZoQ Z UjSECAR. 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AREA 211-6Y211 3t_ t� 31-7Y2n 131_211 111_411 cn = I � 5U 0 1 1 N o _ = - - v x z LU Q o ( I PROVIDE GAS NE FOR 6" i ' d' ' a o I I FUTURE B.B.Q. AREA 11, STOw I I O o O cc w Wo ¢ ___ o II _ o STUDY _ - _ _ w z cc ce Z I i ___ o '- " — o LINE OF SECOND i .,,, A 2 ' a a A10 W cc z I I T ---- -- 11 1 0 1 . a 36" H.RAILING W -- - -- DINING 11 0 FLOOR *� Z I ' FArvILY / __ _ __ �' �U- z w 1 1 PICKETS SPACED ROOM I I A o ce I I RODM TO REJECT -- -�-- 0 10'_0„ CLG. I I a I o a w ( I 10'-0' CLG -' SPHERE,TYP -- - -- T' - - 1 0, c� 0ce_ CD 00N � ( I '-' FOYER PAVERS 1 o I I 3 36" CONTINUOUS __ _'__ S OPE g 10'-0" CLG - = o W = HANDRAIL CLG. -- ---- -- -- -- — I ^ o a m I I -- - -- 1 M U V °C I I o UP - - - -- -- -- -- -- - - -- -- Ln UJ w U i i N _ 11 I. = 1. 11 1 1 =N I w > ¢ °C A -I—�- - - - - - - - - - - OAK STAIRS - - 6 - 0 \N -� - - - 1 -I - - M -Q_ _ _ _ I - - - A � °� `u � tZ Ln A7.81 I I _ 7 5 _ 3 0 0 I- 111-211 1 �, 2 5/ A7.81 wtZ W I I .N _ COVER D� = LU c� U_ I- N ENTRY z _ I I _ LU ui o z �I I �o Ln M Ln 'n _ - - -- - -- -- - - - - -- -- - -- 1 11 i 10 -0 CLG W I I M BREA1(11FAST J W - n' 2 o COVERED EAFLAT SOFFIT @ , AN O zw o =N 61-21181.811 A.F.F Ln w _ I m ¢ > 10-0 CLG. \ 1 �, 1 ---T---------------- J � _ In (TYP U.N.0). 0 1 I = i ml o Q = I . 10,_0„ CLG. M _ MUD Q ( Z z �"- w to I ( O - _ _ cc 1 I I � W E U_ � �, I _ ATH 3 = N 1 10' 0" CLG .� 0 1 I ; w --� ¢ 0 0 10,_0„ CLG. M o ROOM o 1 1 �p Q W 15'- " 1 n I t n 20 10'-0" CLG. 20 -10° V 12 - wl o V �-- cG cn I`. I1 , a o I I 2 - 7 4 -10 71-411 M ; 1 00 oC x:h � 1 x 4 1 t n Z cc 0 I I 6 6 -6 � 1 I 1 _ ¢ Wm � I i o � I ; LL - W , I ; �F— oo R&SH -� 6 'Q o w z0 "' 1 1 6 — — — — —�. — STEPS — — —— —= — — � ' To THE eEsr OF W aNDv�GE,THE DESIGN DEMncrED ON THIS DRAWING COMM wire THE APPLICABLE MINIMUM NULDING CDDE IN EFECT AS OF DATE OF CERT CATION BELOW. E- September 21,2016 V ca F_ ow cod , H O O QED 0-4Z (n Ovan G. Drummond, AIA LU B AR 96399 LU 1 I1 Manuel Gonzalez, AIA V) LU A7. 1 69 -10 AR 96730 cC z Sang-Yub Lee, PE m Y o `� 9,-10„ 541.011 61.011 72328 10 OZ 11 91_211 '!?t_/)11 151_61! 6'-g" 121_611 5'-411 ' � N � wQ 7 y� `t i r„ M � o ' RAILING WITH PICKETS >1 � W SPACED TO REJECT A 4 0 0 = I I C I I BATH 2 ' a M Z O O A7.81 a 0° 1 SPHERE TOP @ 36" A.F.F. H 9 -0 CLG. 0 0 0 s o W (1) U 00 00W ui o o �- 611 1_ 1 1I ; BEDROOM 3 �0 o M 211-6Y211 ; I 1 11 31.4" 9'-0" CLG. _ '-1 " 1 M = o � z , I 3 4 d- 11 0 Ln - 3 - � o � = O - 6" H.RAILING W/ I Q V � 41-611 6 u.i 0 _ O ICKETS SPACED TO , 10 a o O a `� _ _ EJECT SPHERE,TYP ; ' __-' _ _ _-- _ = 14 w A a LU a0. cn o� +-� oo i _�; _ % Z W = ZO ,-a i I --- - - --- - ' " _ t o 1 n 16 t n A d A a "' `n 22 LOFT 2" KNEEWALL ; --- - - --- - 7 -8 '-' 3 -4 2 8 10 -10 c a a z W EXTERIOR 91.011 CLG _ ITH CAP --- - - --- - ~ o BALCONY _ i ► _ - _ _ _ 36" CONTINUOU = I L E o 0 1 t1 - - MM I I Ln 0 _ O W u_ _ 9 -0 CLG 2 H.RAILING W/ I , -� - - --- - HANDRAIL I ;�, o� j a © � oo % ICKETS SPACED TO ; -� - - --- - 13 cc ( BEDROOM 4 _ EXT RIOJD '� w o EJECT SPHERE,TYP i _--`- DN 1 13 ;.., 9'-0" CLG. 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WINDOW CALL OUT DOOR CALL-OUT September 21,2016 0 U TYPE ROUGH REMARKS TYPE SIZE REMARKS OPENING F FLO .0 A SINGLE HUNG 3060 36 1/2" X 72 1/2" VINYL/LOW-E/EGRESS 1 THERMA-TRU INSULATED 3'-0" x 8'-0"OR m B SINGLE HUNG 3040 36 1/2" X 48 1/2" VINYL/LOW-E ENTRY DOOR C SINGLE HUNG 3060 (2) 36 1/2 " X 72 1/2" VINYL/LOW-E 2 OVER HEAD GARAGE DOOR 8'-0" X 8'-0" NON-INSULATED RAISED 3 D SINGLE HUNG 3052 36 1/2" X 62 1/2" VINYL/LOW-E/EGRESS STEEL PANEL DESIGNER DOOR E SINGLE HUNG 2040 24 1/2" X 48 1/2" VINYL/LOW-E 3 SLIDING GLASS DOOR 12'-0" X 8'-0" TEMPERED t E x U_ F FIXED GLASS 2816 32 1/2" X 18 1/2" VINYL/LOW-E 4 DOOR 2'-8" X 8'-011 SELF CLOSING, SOLID WOOD NOT LESSTHAN QED '. Z o G FIXED GLASS 4052 48 1/2" X 52 1/2" VINY LOW-E EMP 1-3 8" OR 20 MINUTE FIRE - RATED Q V; / / Ovan G. Drummond, AIA zo (n = H FIXED GLASS 24 1/2" X 48 1/2" -4 VINYL/LOW-E/TEMP 5 SOLID CORE DOOR 2' " 8 -0"X ' AR 96399 LU Manuel Gonzalez, AIA a0 I FIXED GLASS 18 1/2" X 12 1/2" VINYL/LOW-E/BLACKED-OUT 6 SOLID CORE DOOR 2'-6" X 8'-0" AR 96730 ce co ] FIXED GLASS 3016 36 1/2" X 18 1/2" VINYL/LOW-E/TEMP 7 SOLID CORE DOOR 2'-8" X 8'-0" Sang-Yub Lee, PE °C Z O W J 72328 0 � © 8 FRENCH DOOR (2) 2'-6" X 8'-0" a ce0 o �, a 9 SOLID CORE BI-PASS DOOR 5'-0" X 8'-0" 00 M N ,,UJ Cc 0 10 SOLID CORE DOOR 2'-6" X 6'-8" �,,, a w 0 0 = 11 SOLID CORE DOOR 2'-8" X 6'-8" c1d., H Z z i- Q z 12 SOLID CORE DOOR (2) 2'-0" X 6'-8" o A ¢ g 0 000 I w z 13 SOLID CORE BI-PASS DOOR 6'-0" X 6'-8" W °° Oiu> O (3 N 8 w o 14 SOLID CORE DOOR 2'-4" X 6'-8" cn 0 W a Z 15 GLASS SHOWER DOOR 2'-0" X 6'-4" TEMPERED w 0 16 SOLID CORE POCKET DOOR 2'-4" X 6'-8" oC W Z a W o ¢ 17 FRENCH DOOR 2'-8" X 6'-8" W z A AA ce A � Z 18 SOLID CORE DOOR 2'-0" X 8'-0" a A Z ui 19 FRENCH DOOR 3 -0 X 6 -8 TEMPERED / EXTERIOR A �- C) 0 20 SOLID CORE POCKET DOOR 2'-8" X 8'-0" a � 8 w WO J 0 = z a 21 SOLID CORE POCKET DOOR 2'-8" X 6'-8" �, N 0 22 FRENCH DOOR 2 3'-0" X 6'-8" g � ( ) o a m21f U_ 23 SLIDING GLASS SHOWER DOOR 5'-0" X 6'-4" TEMPERED 2-1 WOE 2 � Quo ce� , w W INSULATION SCHEDULE r Q � Wui > L5w :]= Uj (n v W m LQCATION TYPE R-VALUE U.N.O cn Z Z z CEILING @ LIVING AREA FIBERGLASS 38 LU LU LU LU Wo ce. a EXTERIOR.WD. FRAME WALLS FIBERGLASS 19 a WALLS TO LIVING AREA FIBERGLASS 11 W CO Q > i Jia U ` 00 Ly < W� ~ Q W W cn � W OO Q m Uj 0 01 m W Uj Q U a0 � 0 L.L LU L O z Q z = 0Z W >- mW rLU-� J W Q Z = 0W I 1-4 > J W Q U Z N WZ _- > LU N Q a n ce _ 0 ui Z > Z Wco o U � LU ZUc=n VARIES (n-+ W WQ ca Lc nU Z m ce a U Q W 0 11 W _ P DETAIL I.- z Zn o4 atn < A 3.NtCALE: 1/4" = 1'-0" V) ce ao � z � 'J � cri� � ~ FF- GCWZZ W W 0 H V W 0 -, VW u � H � Q � o = oCn � ZP � W zoom `O ? � z � Zo Z W O Q W QOEn � a W U ZO � � 0 � W z (W� -+ wW W � W zLLU' � oUj 70;P Qz � LL- a. Q Z Z Z c� '-' Q ce W � cem W _ a �o � � VUj Or uLLJ LLOLLJ O LU W co J J Z _3 ! W . W J� O000 ..J SERIAL NUMBER 1014.0 To THE BEST OF W WINLEDGE,THE DEMM WICM ON THIS a WM WMPUES W M PIE AMCMILE MBn"WWW CME N EFEcr AS of DATE CW cManar BELOW, &_ ELEVATION N September 21,2016 o TOP OF ROOF F_RO G DE+ U PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM _ _ - - --- - ROOFING PER I I M ���PIIII`IIIIII.� FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR CONTRACT (TYP) L 1' DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED E' OTHERWISE co` ' , CL 2. FOAM APPLICATIONS FINISHES SHALL BE ACCORDING ,�,�'�'� �� G , �' TO EACH ELEVATIONit N Q "CORAL-LIGHT" OR EQUAL PRE-FINISHED 3, FOAM APPLICATIONS SHALL BE INSTALLED AS PER IIIIIIIIIIIIIIIII3 7%. OF MANUFACTURER SPECS. U.N.O. 5.2.88 , PRE-CAST STONE APPLICATIONS, SHALL BE 'STONE _ 0 4. CAST' FROM FOAM FACTORY INC. OR EQUAL, AND HEEL HGT. -- _ _ _ _-_-_ _ _-_____-_ _ _ �' Com ` In Z INSTALLED AS PER MANUFACTURER SPECS. __ _ _-_-_ _ ---- ------- III- ----- - --- - --- - ----� - - --_+- o ' TRIM WORK FINISHES SHALL WRAP ALL OPENINGS __ ___ _________-____-�-._-__________________._._____.__.-_____________________. .__._______--____--____-____-_-___---_._______.__ _____ _. Ova n G. Drummond,, ..........................................................................................................................................................................................................................................................................................._.................. o d AIA = 4 ru ............................................................................................................ _ LL' S. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE _.._.__.___________________..___.__.__...__.__...._._..___ _.________ ___...__._._______ ..___ .___...__..__._._.___._.__.__.._._..._._._.________.......__.... __ -�+ AR ....c .........................................................................-..... ....................................................................................................................................... ............................................................... .................................................................................... \ 9 .......................... .................... .................................... LU � 2 ___..____-____________________ ---._-------------------------------_.- ---__________________ _____---.____________ _.._ _ _.._ Manuel Gonzalez AIA cn W 0 OPENING ................................................................................... .........................................................................._.__._._............................................... ......................................................I....... ................ .............. ....................... .........................I .................... , I........................... TY 7 � ..... . . � _.._._._... .______._..____._,_.. .._� _ __.. ____ ___ _ AR 96730 = a METAL WORK IN INTERIOR AND EXTERIOR RAILINGS 5.2.8 , ......... .............................. ......... .............. ...................... .......................... .................... ........�.....__ __-_______-____.---.___._._ _---______-_.__-------___ ce. Z °° ._-_-_::c:::m..:�..-:�:�:::--:__�. E1 ....................................................................................................................................... EH .:�_ W:::�_.......::.:��..... ................. �2.1San -Yub Lee PE 0 w -i 6. AND APPLICATIONS TO BE FAUX WROUGHT IRON _ 9 J __._._____,��� __ _.___._._..__.__.._..._.___-.._.....-_._._._...._._._._..____._.__._...._._._ __._.__._....-...___._-_.__.-_.. 72328 U_ .................................................................................................................-..........................................-................................................................................................................ ............................................................ ................. .............. ....................... 0 ALUMINUM �---_------, --- ------------ ...`._i.............................. W `° .................. ....................... ........................................................ o b ITHE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, = == =;=:= ;=;=::== -- _-_.- __ __ ____�-__ _ -- ---- - o....... _ __ �, Z . loo ............................... -.........- - , o 3 0Q. N HAL BE CLARIFIED BY THE d- __________________.________ ____�---___.__ ,; L ¢ ANY MISDESCRIPTION SHALL C I .: . .. ...............I........... a......... ........................................ M J 7. ...,.:::::-::::......:. ...............:........................... ............................................. .......... ........................................-...................................... .......... :. cn W = - ---- m :: ......................................................................................................._....................................... - .a,.....,::_::. ::• ;e-::::.:.::. I :::::::::::::::::::::::::::::::::: ::::::::::-::- ::...--' t- F- ARCHITECT/DESIGNER en _ __ w-- -- _ L........................................................................... Q f� ,�, o : :: _________.__.________-,--__--__-______--_-------_____--__-_____-_ -- - i 5.2.8 w :: - - - --- �--- s g:..................... .........................:;................. I .................................................................... o THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING o-::- --- .. v . - .......... ..................._. : ; :: :::::::::::::::::.:::::::::. .. ::::::::::: ........ .... :; - , c� in 0 :: ...............:.... -::::::::::.-:.-:.:::::: :::::.-:::::::.-:::::::::..............:::::. .4 Z = WITH THE SUB-CONTRACTOR/ MANUFACTURER AND = S C ND FIV: FLR. A_ _ _ _ __ _ _____ ___ __ __ _ _ r~ w .y :. MI V - ----- _ : - �.i: �+- �yl�- -rt-- �4._- ......... TT....R. T.TaT.... ............................... .T .---- T. a ¢ z 8. THE ARCHITECT/DESIGNER IN WHICH ALL Mlet N�EEL HGT. _ _ _ _ _ _ _ _ _ ____________ _ _ :. Pui' 00 con ARCHITECTURAL APPLICATIONS WILL BE COORDINATED C, -� -' - ----- - - - - - ----- ----- - ------- - - - -_ . . �� j w $ o o W z AND APPROVED PRIOR TO INSTALLATION `�' N ----- I ; N f �----� I. , . . g o ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING I f I. I = . cn0 9. , .( I I 6 tp Q o � ZGHT OF QjCd LIGHTS TH TOLL=HERS I I1. , .I`I 1 0„4 W = 0 I i .,. �• . 1. 1. I I. �" I 5.2.8 ¢ 3 V = I I I I I a Z W o ADDITIONAL ELEVATION NOTES. _ I , . , I i o o cC W Z ^ I I i f I 04 A 00 V1 A W o ¢ 1 - PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" HEEL � c I i i �H, . I I I w W cC Z 936 (n .-4 j 1-7 .. I 1.,{ I O "n- ..y A PZ ?' a � 2 - ALL HIPS TO BE MANUFACTURED WITH A 1 1/2" OFFEST AT CORNERS 2 --- i i �"� `o� :�! a _ a A W / __ � . . e v zZ ; ►-a ¢ W .._.......... ............................... ...... ........... ................ Q.._. ...... .. I I" ! O" 3 _ - 1. 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(ASSEMBLED Manuel Gonzalez, AIA :::.:.,:.t....:.::... 3. FOLD WEATHER RESISTIVE WINDOW ) AR 96730 :.:..: ..r.� SILL PAN BARRIER BACK OVER HEAD 2 cn w O ;� : : ::.. ce Z # FLASHING AND SEAL WITH TAPE _ _ Sang-Yub Lee, PE O ::.. ,................ �- O : :`:. 1 :::..... 2 0 FLASHING 72328 W x.. O O 3 Z ...,�:::::::::.. DO NOT FLASH1-100 h LU ' :,,y,...,.,,,�,.,...... CORNER OVER BOTTOM o °° ::::: ::: : NAILING FLANGE d w r:;:: � PATCH w 0 a 1 ■ W ,.. T........... co I. 4 •::::•1': :.Y:::::•::::. O L t r` NOTES. � A u ° :.::':: :7:: :::::.:::. w 8 0 ,,, ,;::::;.;:..; 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE J W z (MIN. 6NT WIDE). CONFORMING TO AAMA 771-07 �,} ® � v ■ O o FLASHING :::: :;::;:�:: :_�. 4 :, FLASHINGUj ,' 8 > a ►.. 0 ...... 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF : .... I' ... WINDOW SILL PLATE. ® ■ Q U tNOTES. 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. ;_ .�" a, o ce '� ' ' 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE E (MI 6" WIDE) ° U o Q `Y CONFORMING TO AAMA 711-07 w ,l, 4. INSTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED Z �; c z : :::.:::. BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 A a o 2. INSTALL FLASHING IN ORDER AS SHOWN B NUMBER a w Z W _ 3. MECHANICALLY FASTEN AS NECESSARY a `� A UJ U_ _J Z a _ TYPICAL SLIDING GLASS DOOR FLASHIN DETAIL (E;_2TYPICAL WINDOW FLASHING DETAIL wooc EXT1 ® I ce o D3 N.T.S. (EXT-1) D3 N.T.S. (EXT-2) a o w OPTION -A o a- m ce 00 `t ce a NN FLASHING 2-M LU 6 l Q oc CONT. DRIP EDGE ce v w CANT STRIP ACROSS DOOR HEADUj ZTO DIVERT RAIN WALL PER PLAN LU L ~'o Z SILL PLATE WALL PER PLAN ;� ` � ¢ _ Uj LU °G Z L" SEE NOTE #2 RAIN DRIP ca J i° EXTERIOR R -� 0V_0J DOOR ui U_ w cn WALL SHEATHING 0 0 WITH WEATHER EXTERIOR NDOW E o RESISTIVE BARRIER Q '� Q LU Wz \ 0z I d i O ce NOTES: A a p Z IN NOT NOTE- -ADHESIVE FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6 WIDE) p w � } � _ = oo CONFORMING TO AAMA 711-07 LU `� _ THI D AIL ONLY APPLIES AT EXTE IOR E ~ w Z cn D00 S HAT HAVE NO IMMEDIATE ERHANGS z = o 2. INSTALL SILL FLASHING AS SHOWN ABOVE ABO E HEM AND DOORS THAT HAV A SECOND `t W Z �-' STORY ALL ABOVE THEM. m CO U 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS ui 4c in Z = OW LI Z o En _J WWATERPROOFING AT EX RIOR DOO EXTERIOR WINDOW W Q a- ce _ EXTERIOR OPENING OR BEAM- rm_b HE - DRIP DET IL EXT_7 HEAD DRIP DETAIL ZojZ EXT5 � - � ,, cn O p D3 N.T.S. (EXT-5) D3 N.T.S. (EXT-6) D3 N.T.S. (EXT-7) p UJ ui ui t� H Z mcea z LU w ¢ > °U f— cn Q 0 W J Z W Q ¢ a UJ -T- in Z Q (/1 NJ � OLLJJ Z Z w Uj i- Vaw U) W Z O W Q � um, l=— c°wc Z p ZO (n z CL z cn Zp J Q 0 �j Z ry ZWp � C) Q 0 v' ce U.J Ln .T Ln `z0 � � ' U3 rL �-- C7 w w W V)ct3 Z w O W �, o- U) D W p Q w 3:: „ CL 0 00 ° Z ~ Z Q wUJ ce 0 W � � co U < UJ cn o Z F, LU o cc < UJ UJ CO w 0 < LU Lij LU 1— ZJUV) w � Z _j � ¢ U t- o z SERIAL NUMBER 1014.1 n TO nM M7 of W WWLEDGF,IM MM M=ON nus ROOFING PER CONTRACT. (CONTRACTOR TO °R"'""'��""' ""'""�OFCMUM' ON 000e n�E�u of o��of ono"agnw. E PROVIDE PRODUCT APPROVAL FOR ROOFING a SYSTEM) ON A.P.A. RATED SHEATHING PER PLAN SPECS. ALL ROOFING UNDERLAYMENT TO BE �# OE SELF-ADHERING POLYMER MODIFIED BITUMEN " a SHEET TO COMPLY WITH ASTM D 1970 SEE PLAN nco Y PRE-ENGINEERED WD TRUSS, 24" O.C. O INSULATION BLOCK SEE PLAN FOR STRAP `g R 967 0 ' ALUM. WRAPPED 2x .` ; ' Z WOOD FASCIA NAILED 0 o TO TRUSS TAILS W/ (2) Z o 16d @ 24 O.C. ( V) p Ovan G. Drummond, AIA cc METAL DRI �` 1\ \ Z = EDGE _ ______-_ CEILING INSULATION AR 96399 LU � �-- SEE ENERGY CALCS. Manuel Gonzalez, AIA UJ 0 CONTINUOUS VENTED AR 96730 Z m SOFFIT; WOOD LEVEL 1/2" RIGID GYP. BD. Sang-Yub Lee, PE 0 ui RETURNS WHEN U- p STUCCO SOFFITS ARE DBL. 2x SYP. WD. 72328 ui 3 o REQUIRED TOP PLATE W = Q 0 2x SYP. #2 WD. STUDS ® M coMIN. 7/8" STUCCO (3 @ 16" O.C., TYP. o0 COATS) ON GALV. W REiR TO WALL INSULATION � w SELF FURRING FELT0oELEV. a � ■ a H ZZ _ BACKED METAL LATH ELE/. FO (SEE ENERGY CALCS.) p, w t:; Z PVERHAN32x SYP. # A 0 � 0 S 2 WD. HEADER o g '�'-' cn -SEE SCHEDULE U w00 J W z STUCCO SOFFIT SPECIFICATION00 o � o PAPER BACK LATHE W/ c3 ® � 8 Cu o E CONTINUOUS VENTING NAILED SCHEDULED WINDOW g o in Z TO TRUSS TAILS AND A TYPICAL (SEE FLOOR PLAN) = o STUCCO FINISH WINDOW ATTACHMENT aur 0 COMPLIANT W/ FBC R a o O W w Z " ,.a 11111114v o Q 2x SYP. #2 STUD @ 16 Wccn MIN. 7/8 STUCCO (3 COATS) O.C., TYP. q z oA A ILI0 ON GALV. SELF FURRING ¢ A W PAPER BACKED METAL LATH WALL INSULATION o a � z Z EVER Y A �' x _ ,,, (SEE G C LCS) EXTERIOR STRUCTURAL ' x o 0 0 0 0 SHEATHING PER CONNECT WALL PER a, ® O z J PLAN/SPECS FRAMING DETAILS a X0 ce 0 2x SILL PLATE FINISHED BASE MOULDING ate. 0 J _ �� o n_ WATER RESISTANT BARRIER 3/4 GYPCRETE (OPTIONAL) co LU o ! (2 LAYERS REQUIRED): PAPER TOP OF ' ce UM BACKED METAL LATHE & 3/4" THK. T&G SUBFLOOR Q cc a sr _ ROOFING PER CONTRACT. CONTRACTOR TO 0 TRUSS ( POLYETHYLENE HOUSE WRAP GLUED & NAILED FLOOR Z UJ ! - PROVIDE PRODUCT APPROVAL FOR ROOFING OR APPROVED EQUAL SYSTEM W ! PLAWV EOS A.P.A. RATED SHEATHING PERLU C . z z o 2x RIBBON FASTENED W L V o Z ALL ROOFING UNDERLAYMENT TO BE TO FLOOR TRUSSES aLU ce Q SELF-ADHERING POLYMER MODIFIED BITUMEN PER TRUSS ENGINEER _ SHEET TO COMPLY WITH ASTM D 1970 14 z w PRE-ENGINEERED WD TRUSS, 24" O.C. SEE PLAN m a > BATT j 0 INSULAT `BLOCK PRE-ENGINEERED WOOD FLOOR INSULATION REQUIREDLU o SEE PLAN FOR TRUSSES VERIFY W/ TRUSS AT GARAGE SEEUJ 1 t- 0 = LU w ENGINEER FOR TRUSS LAYOUT ENERGY CALCS 0 0 � ALUM. WRAPPED 2x ) 0 WOOD FASCIA NAILED , o TO TRUSS TAILS W 2 1/2" RIGID GYP. BOARD ` ' 'Q 0 Q W o 16d @ 24" O.C. ' z Z \ Z 0 ice t 2�)( ` t t o METAL DRIP 1/2" GYPSUMUj ------_ CEILING INSULATION WALLBOARD ON STUDS 0 U = m o EDGE - SEE ENERGY CALCS. DBL. 2x SYP. WD. TOP PLATE 1N WALL INSULATION 0 - CONTINUOUS VENTED ( ) SEE ENERGY CALCS � 0 v 0 0 SOFFIT; WOOD LEVEL SCHEDULED WINDOW ( ) c Z RETURNS WHEN 1/2 RIGID GYP. BD. >— o Z ~ STUCCO SOFFITS ARE DBL. 2x SYP. WD. (SEE FLOOR PLAN) 1 WINDOW ATTACHMENT co REQUIRED TOP PLATE HEADER , SEE FRAMING w J o o COMPLIANT WITH FBC-R PLAN FOR SIZE AND DEPTH Z Z 0 W 2x SYP. #2 WD. STUDS U_ o (n MIN. 7/8 STUCCO (3 @ 16 O.C., TYP. U W LL, z = COATS) ON GALV. 0 J �i ~ SELF FURRING FELT REFER TO WALL INSULATION } � (A Q a m LEV FO (SEE ENERGY CALCS. g 0 ce W Z BACKED METAL LATH ) Z 0 0 VERHAN 2x SYP. #2 WD. HEADERUj � W = STUCCO SOFFIT SPECIFICATION: -SEE SCHEDULE Uj o w z PAPER BACK LATHE W/ cn w o z CONTINUOUS VENTING NAILED U LU 0 W oSCHEDULED WINDOW SCHEDULED WINDOW TO TRUSS TAILS AND A TYPICAL (SEE FLOOR PLAN) SEE FLOOR PLAN STUCCO FINISH ( ) m e a Z ui a EXTERIOR SHEATHING TO 1/2" GYPSUM WALLBOARD ON EXTERIOR SHEATHING TO 1/2" GYPSUM WALLBOARD ON wBEFLUSH WITH THE EDGE STUDS W/ WALL INSULATION BE FLUSH WITH THE EDGE STUDS W/ WALL INSULATION UJQ THE FOUNDATION, 1/4" (SEE ENERGY CALCS) OF THE FOUNDATION, 1/4 (SEE ENERGY CALCS) oc W = 1 i M THE BEV of W ate,THE o�cN OMM ON TM DRAWM owwuES WN THE APA"M NVOW NJLDIM CODE rN�cr As of DATE of COMWATmN WWW. a. L O � ET MIRROR 3" FROM MIRROR-VANITY -5" SET MIRROR 3" M � E D OFF BACK SPLASH FROM INSIDE CORNER DRYER DENT (TYPICAL) a� L GAS PIPE (TYPICAL) '- j FOR GAS DRYER ONLY c , a = , of) , 1'-2" I IVA L- COUNTERTOPS i c=7 ce 0 v DRYER VENT (TYPICAL) ' = o°CCe c m GAS PIPE TYPICAL R 967 _ 36 HIGH X 2 W FOR GAS DRYER ONLY ' z w (VANITY-5 ) MIRROR �"' � o - - 1-4O OUTLET BOX a 1/4" MIRROR DRYER VENT BOX- 0 ' Z z CENTER SIDEWAYS ATTACH PER MFR. IN BACKSPLASH ac INSTRUCTIONS Z� � [�D D D 1/2" RECESS 0 Ovan G. Drummond, AIA , W DRYER VENT B (- AR 96399 W _ FOR MIRROR ATTACH PER MFRR. Manuel Gonzalez, AIA � a m - c 2X4 HALF WALL INSTRUCTIONS _ AR 96730 oc z J " YORKTOWN P.T. SILL PLATE N P.T. SILL PLATE Sang-Yub Lee, PE o `�' TRIM - MM MIRROR (IF SLAB ON GRADE) (IF SLAB ON GRADE) 7232$ Fri ■ LU BE z CABINET ON W a VA TTY MIRROR INSTALLATION INSTRUCTIONS: ® N M ca im> ~ O 1. IRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. WITH PEDESTAL � w a = H Uj 2. T BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE: o z COINER. (YORKTOWNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, o A S w ce ° NOTE: BRACKETS REQUIRED IF BOTTOM, OR REAR VENT LOCATIONS. U w o w z Q " PON INSTALLATION OF WOOD TRIM REMOVE REMOVABLE CLIPS VERIFY MIRROR IS GLUED °° O O COUNTERTOP CANTILEVERS MORE THAN 10 3 ( 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM ® � � S � o � i BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE PER NUFACT RE ' SPECIFICATIONS. cn o 1 - + - FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. LENGTHSU R S LU x Z _ KITCHEN HALF WALL DETAIL INT-2 MAST ER BATH MIRROR WOOD TRIM DETAIL INT-3 DRYER VENT SOX FOR DRYER ONLY a ° o Ce LU INTI a UcnQ „ ~ _ INT-1) [�$ SC LE: 1/2" = 1'-0" (INT-1) �$ INT-3) w A a w a � D8 SCALE. 1/2 - 1 0 ( SCALE. 1/2 = 1'-0" Z z w � 0 A A w }, z TILE OR STONE ON 1/2 COMPARE a � z w HARDI BACKER BOARD MANUFACTURERS ►- A I_- Ct a OVER 4" EXT. PLYWOOD DIM OF TUB & x ° Ci 0 o TOLL APPROVED TILE BACKER (REFER ON 2X4 FRAMING. PUMP LOCATION �' ® Q = z a TO CONTRACT SPECIFICATIONS) ® w N 0 c� � o k U- WALL TILE _ a. w REFER TO FLOOR PLAN VARIES SEE PLANS 01 c m10 1 10 LU o z 2X BLOCKING BETWEEN VARIES` : �?OOEL 1 ROW OF TILE 21 a O STUDS (3 WALLS) oo � - 2X4@16 O.C. Z WALLS) EXTENDED 5" '' oe SHELF VINYL LINER (3 LS) z m UP WALLS oc o _� (1) CERAMIC CORNER ; z o ° SHELF AT 48" A.F.F. 2X4 LEDGERUj ° Q 100% SILICONE SEALANT BETWEEN m FLOOR TILE ce U-1 _ TILE BACKER AND WET BED o ,U; ;� �• d- �— �` '��' ; � cC „ � N N DROP IN TUB N z w w �c 2 SHOWER DRAIN u- ,o,a .� > FLOOR TILE LZ > _ L + 2X4 CRIPPLES J k. _ Uj � o J 2-2x4 RTHRES t D - _ oil LU OO � , w � cn o cn • • • • • • • - • • • • • • • • : • .•.• • ••• •. TILE AT DOOR Q 2X4 TO BE P.T. SUPPORT UNDER IL Tr o THRESHOLD WHEN IN CONTACT TUB AS REQ. BY w WALL TILE W/ CONC. MANUFACTURERS. a o ADJUSTABLE F Z Z O D GAUGE COAT WETBED �',, i W o LINER SET IN SEALANT @ t I (FR_�33DROP IN TUB DETAILUj LU0 SHOWER DRAINO o 2 SHOWER DRAIN FLANGE OVER ROOFING FELTj_j o o NOTE: �$ SCALE: 3/4" = 1'-0" (FR-33) zit = � Z NOTE. 3/4 X 9 RADIUS MARBLE SHELVES WILL EXACT SIZE AND SHAPE VAIRES BY MODEL AS SHOWER ELEVATION w z BE USED IN LIEU OF CERAMIC WHEN MARBLE/ WELL S PLUMBING ACCESORIES. REFER TO �� Q• m CO MARBLE TILE OPTIONS ARE SELECTED. ARCHI ECTURAL PLANS BY MODEL. P w U o � J W �_4 SHOWER & CURB ON FRAMED FLC ! INT 5 STANDARD SHOWER SHELF LOCATION ��. WWz � INEND POST TIED INTO FLOOR c� �+ _ INT- D _ INT-5) JOIST BELOW EXTEND TO a a m SCALE. 3/4 - 1 -0 ( ) j j SCALE. 1/2 1 -0 ( z oce > z BOTTOM F FLOOR JOISTS. ( ' u O END POST TO PENETRATEco ow z SUBFLOOR. 'E W to Uj LU 53 in It z 0 O FACE NAIL END POST TOui ` M F_ o, BLOCKING. aC W O f 2x BLOCKING BETWEEN z = o FLOOR TRUSS AGAINST .00 ' n � < END POST. .11 01 c W = Z � ' i o- o cn SUB FLOOR. / w O cCcA � � .0 �� �� ./ Z O F-+ 01 w ' ui 10, � U j , 0Uj �i �e 0 V_ ' ' ' Al Z ���'' i�i 1~�\` \���/ ��� Z O ''' 10, ' \ 'v' ' ''' // / '' i� 0 Z .01 �'` �� // / /ice ii� LU O10, � �rn W Q ' �'/ i� moi'/' / \\�\\� / jam' / � \ /i � ZOO ''' NAILS(TYP) . Q / - oe f w o z FLOOR TRUSS. . ' WI � 'W—'' WLL ' V) !z� W O W O CG � 0 ry Q w fit,.'' , = 0 GAO �~ Z D A 0 zz 75 � - Q o r, � � � CD W oc LU = LU Q v �0 � = g ` � Uj 0 (FR-34HALF WALL T � -IN DETAI QcclUjUj ca I L Z U J 0 Ul W j Z o LL- �R8 N.T.S. (FR-34) �' !;i QU1 -- O SERIAL NUMBER. 1014.1