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568 Timber Bridge Lane ARCH. DRAWINGS�o=� m z o w J O 0 w� - a 0 0 z W= Q �-ca w�.._O o: LU —31 0 0 0 —z w 0 LL' v? w z Ow O 0 H w — cn p O H LU Q v o wz v cn O w CC z w O CL V5 z ww z 2 Q � �oCo wLL.� =Ow U P: O dL w 0J Oam C.) LU 0 z woo ¢Wa 0 o m z w 0 LU —zz w� Z W _ F -a O. m J ^'J Q oo= L LU o-� w o z a >_ O v = 0° �n � LU CQ 0 0 zz Q m— i wz� >-mw I oar w,=ow zC0wm ��w O LU Q a 0� m CD w w z zoo' o m o �ZUcn LU z COwoz w 0 Ld = _ i -w— � CLinCLO W Q U zz=z cC") , w W Q Cn aC C0 Wuimcn w ;uCMD z On-- w w=}'o ,c)9w vCnW�= - p U_ U) rr ABBREVIATION LIST Abbrev. Descri tion AbbrevDescri Description Abb rev. tion Description # NUMBER F.P. FIREPLACE PT. 1D. PINT LOAD 0 BUILDING SECTION AND FRT. FRONT PWD. POWDER --- E Q UAL FT. FEE T' PL W. PLYWOOD AR 96730 t-- wv��' FTG. OTING FOOTING 0 CENTER LINE co CD A/C AIR CONDITIONING F.O.M. FACE OF MASONRY R RISER ABV. ABOVE LU A5.18 A5.1.18 A5.218 _RA RETURN AIR ADJ. ADJUSTABLE GAL GALLON RAD. RADIUS A.F. ABOVE FLOOR G.A. GAUGE. REF. REFRIGERATOR 0 A.F.F. ' ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. REINFORCING AHU AIR HANDLING UNIT .- GFI T FAULT INTERRUPTER RM. ROOM ALT.. ALTERNATE GL `GLASS O N U R.O. ROUGH OPENING ALUM. ALUMINUM G.W.B. GYPSUM WALL'BOARD: R D. RED REQUIRED 7 08 PRE -CAST LINTEL/ HEADER STANDARD NOTES & DETAILS STANDARD NOTES & DETAILS DESIGN CRITERIA R & SH ROD & SHELF B.B.Q BARBECUE H HIGH R.W.C. RAIN WATER TE CHANNEL ` BD. BOARD HB HOSE BIBB DESIGN BASED ON FLORIDA BUILDING CODE B.F.F. BELOW FINISHED FLOOR. D. HDR. H / HEADER SF S . FT. / Q SQUARE FEET Q BO TT. BOTTOM HGT. / HT. ' HEIGHT SGL SINGLE BR. BRICK H RIZ. 0 HORIZONTAL SHT. SHEET BKFST. BREAKFAST PRESSURE COEF.: +,18/-.18 vie. SH. SHELF FOR WINDOWS/DOORS, SEE FLOOR PSN FOR ACTUAL PRESSURES: X /.N INSUL INSULATION SHWR. SHOWER CALC. CALCULATIONS INT. INTERIOR SL. SLIDER C.I. CONTROL JOINT I.L.O. IN LIEU OF SPECS SPECIFICATIONS `CL CENTER LINE 30 CFT. SCL.SPANISH S:PF: SPRUCE PINE FIR CLG CEILING KS KNEE SPACE =PRG. PT. S SPRING POINT CMU CONCRETE MASONRY UNIT BROUGHAM -ST-D. STANDARD C.O.LEAN O OUT L LONG STL. STEEL COL. COLUMN LAV LAVATORY ^ : " -- T::OR. STORAGE COMP. COMPRESSOR RESSOR LD RY LAUNDRY ITALIAN VILLA PALM BEACH CONC. CONCRETE LIN LINEN T TOP CONT. CONTINUOUS LT LAUNDRY TUB m. - T T&G TONGUE & GROOVE DB. D LE :B. ..l . n e MASTER BATH TEMP. TEMPERED THK. THICK MAX MAXIMUM T.O. TOP OF pR. & SH._ DOUBLE ROD &SHELF M. . C CABINET MEDICINE CA T'O.B.B. TOP OF BOND BEAM DECO., DECORATIVE MFR. MANUFACTURER TR. TREAD DET. DETAIL MIL. MILLIMETER IRAN. TRANSOM DIA. 'DIAMETER MIN. MINIMUM TYP. TYPICAL DIM. DIMENSION MIRK. MIRROR DN DOWN MLDG. MOLDING UC UNDER COUNTER DR. DOOR. M.P.H. MILES PER HOUR U.N.O. UNLESS NOTED OTHERWISE DS. DOWNSPOUT MT METAL THRESHOLD D.S.S. . DENSE SELECT STRUCTURE V.B. VAPOR BA BARRIER DW DISHWASHER N.T.S. NOT TO SCALE. VERT VERTICAL DWG. DRAWING V.T.R. VENT HROUG 'ROOF THROUGH O.A. OVERALL E EGRESS O.C. ON CENTER W WIDE E.E. EACH END O.H. OVER HEAD W / WITH E.W. EACH WAY 0 PT. OPTION(AL) OPTION AL 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 SQUAREFOOT 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. FLOOR P.R. POWDER ROOM FND. FOUNDATION P.T. PRESSURE TREATED � ILM:d1\1 GRAPHICS LEGEND S.F. V1\ PARTIAL SECT10N 1 � INTERIOR ELEVATION DETAIL # DRAWING # # DRAWING # ---DETAIL 13J0 wm ZwF- p�=cf) In va 1-- 0 \ �LOU mW kGza©w w FOOTAGENSQUARE,_CITES GRAPHICS LEGEND S.F. FIRST FLOOR PARTIAL SECT10N SECOND FLOOR � INTERIOR ELEVATION DETAIL # DRAWING # # DRAWING # ---DETAIL z 236 BUILDING SECTION 234 � _ / DETAIL CALL -OUT DETAIL# DRAWING # DETAIL# DRAWING # 393 0 SQ. FT. --- MUM Manuel CEILING HEIGHT CHANGE FL R PLAN AR 96730 t-- wv��' C� FIRST FLOOR PLAN CENTER LINE co CD 2 LU SPANISH TILE A3.N ELEVATION MARKER wu-wUL z wro EX ER' SHAKE SIDING LU A5.18 A5.1.18 A5.218 SLAB RECESS a SIDING 0 �w�i. Q= Cj FRAME BEARING WALL 0 A7.1 ` 8 BRICK 0 DI INTERIOR WALL (NON-BEARING) 0 STUCCO FINISH � (1) a20 CMU MASONRY WALL SECOND FLOOR DIFUSSER LAYOUT (1) cm EARTH � co 12 GABLE END WALL _ FIRST FLOOR ELECTRICAL' LAYOUT INSULATION � O N U FRAMED KNEEWALL ARD N TE DETAIL DECORATIVE STONE D 3 rn N CL DROPPED SOFFIT 7 08 PRE -CAST LINTEL/ HEADER STANDARD NOTES & DETAILS STANDARD NOTES & DETAILS DESIGN CRITERIA TWO STORY: FIRST FLOOR -FRAME "SINGLE FAMILY RESIDENCE; GROUP R3 SECOND FLOOR -FRAME BUILDING TYPE: V- B E EV. CO E L D MAN. WIL"'. RISK CATEGORY: II DESIGN BASED ON FLORIDA BUILDING CODE WIND DESIGN BASED ON: ASCE 7-10 5TH EDITION (2014) 08 Ch`A. F.B.C. 5TH EDITION (2 14) RESIDENTIAL- ULTIMATE DESIGN WIND SPEED = 130 MPH F.B.C. 5TH EDITION (2 14) MECHANICAL NOMINAL DESIGN WIND SPEED = 101 MPH F.B.C. 5TH EDITION (2 14) PLUMBING EXPOSURE: B CONSERVATION 18 PRESSURE COEF.: +,18/-.18 vie. F.B.C. 5TH EDITION (2 F.B.C. 5TH EDITION (2 14) FUEL GAS 14) ACCESSIBILITY FOR WINDOWS/DOORS, SEE FLOOR PSN FOR ACTUAL PRESSURES: X /.N NATIONAL ELECTRIC CODE 2011 (NEPA 70) FEMA RULES 8 REGULATIONS N.F.P.A. 1012014 COU. HER. ASCE 7-10: MINIMUM DESIGN LOADS THIS DRAWI qG AND DESIGN IS VALID FOR 12 MONTHS. AFTER THE DATE Il" IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 13J0 wm ZwF- p�=cf) In va 1-- 0 \ �LOU mW kGza©w w FOOTAGENSQUARE,_CITES z%-.pwo w=cjc S.F. FIRST FLOOR 2260 SECOND FLOOR zzo Cn TOTAL LIVING AREA 1 3015 SQ. FT. -�_ z 236 COVERED LANAI 234 GA GE RAs o-�_: cn TOTAL 393 0 SQ. FT. UT SLAB LAYOUT Y 5 Al -.N Manuel FOUNDATION PLAN NOTES SCHEDULES, o & DETAILS u FL R PLAN AR 96730 t-- wv��' FIRST FLOOR PLAN San -Yub Lee PE 9 , co CD 2 LU SECOND FLOOR PLAN A3.N SCHEDULES & DETAILS FLOOR PLAN NOTES, , wu-wUL z wro EX ER' REL VATI LU A5.18 A5.1.18 A5.218 �%�w a Z +rs �w�i. Q= Cj E TIO 0 A7.1 ` 8 BUILDING SECTIONS Z Z Z DI R AY UT M1.18 = FIRST FLOOR DIFFUSER LAYOUT (1) a20 112.18`' 13J0 wm ZwF- p�=cf) In va 1-- 0 \ �LOU mW kGza©w w FOOTAGENSQUARE,_CITES AREA CALCULATIONS S.F. FIRST FLOOR 2260 SECOND FLOOR 754 TOTAL LIVING AREA 1 3015 SQ. FT. GN1 COVERED ENTRY 236 COVERED LANAI 234 GA GE RAs 444 TOTAL 393 0 SQ. FT. W 0 Q TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTEDON.TI' DRAWING COMPLIES WITH THE APP11CAM MINIMUM BUIIbING LITOF DS DRAWINGS GS February 6, 2018 CLASSIC ELEVATION C1 ICOVER SHEET - Index of Drawings GN1 GENERAL NOTES F U NDA I N PLAN R A1.18 ED UT SLAB LAYOUT Y 5 Al -.N Manuel FOUNDATION PLAN NOTES SCHEDULES, o & DETAILS u FL R PLAN AR 96730 A2.18 FIRST FLOOR PLAN San -Yub Lee PE 9 , A3.18 72328 SECOND FLOOR PLAN A3.N SCHEDULES & DETAILS FLOOR PLAN NOTES, , EX ER' REL VATI LU A5.18 A5.1.18 A5.218 FRONT & SIDE ELEVATIONS REAR S A & IDE ELEVATION &ROOF SLOPE PLAN EXTERIOR ELEVATION D EX TAILS 0 Q E a Z +rs BUIL IN E TIO 0 A7.1 ` 8 BUILDING SECTIONS DI R AY UT M1.18 FIRST FLOOR DIFFUSER LAYOUT (1) a20 112.18`' SECOND FLOOR DIFUSSER LAYOUT (1) cm EL T _ AL LAY UT co 12 . - 1 `8 _ FIRST FLOOR ELECTRICAL' LAYOUT 2.18 O N U SECOND FLOOR ELECTRICAL LAYOUT ARD N TE DETAIL D 3 rn N CL STANDARD NOTES & DETAILS 7 08 :, �� STANDARD NOTES & DETAILS STANDARD NOTES & DETAILS e �OUSE'ELEVATIM' ABBREVIATIONS . R. w F ULL NAME E EV. CO E L D MAN. WIL"'. 1 MANOR WILLIAMSBURG 03 07 R P 0. PROVINCIAL 08 Ch`A. LU [L C/) Z CHATEAU J 09 VER VERSAILLES. 10 CL. CLASSIC 18 ME, , tV w MEDITERRANEAN w w 19 TRA. (f) TRADITIONAL 20 COU. HER. COUNTRY MANOR HERITAGE 21 22 i. € a i w , CIMMARON 28 MSN... MISSION 30 CFT. SCL.SPANISH CRAFTSMAN S COLONIAL 31` 32 BOR, r� BORDEAUX 33 Bid. BROUGHAM 39, RE.,.. VII. L RENAISSANCE VIENNA 40 ' 41 TUSCAN 44 CL . CALAIS 46 I PBL. ITALIAN VILLA PALM BEACH 58 80 CRB. CARIBBEAN 81 CST. COASTAL 82 W 0 Q TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTEDON.TI' DRAWING COMPLIES WITH THE APP11CAM MINIMUM BUIIbING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. February 6, 2018 'A R96 R ED Ovan G. Drummond, 71A AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez AIA AR 98560 San -Yub Lee PE 9 , 72328 o rn LU o rn 0 a Z +rs Cn N° 0 >-moo •s` .d. E N M' J �a a. 0-oo (1) a20 ry 00 (1) cm co 12 _ E < Ir, O N U o V € rn N CL H :, �� I i w LIJ LU 1 I I. 0 < to Z LU [L C/) Z O J yaw w 'Q zi w m tV w w w J (f) w �1 � N r i. € a i w , w 3 , �H W W r� w wL L Lu,0Uj U E�.A c�. GENERAL NOTES DOORS &WINDOWS PLUMBING NOTES 0 LE FROM THE INSIDE WITHO T THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUME N W R DOOR OPERAB F THE U E ,U SOLE RESPONSIBILITY T DETERMINE ERECTION PROCEDURE ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW O I THESUBCONTRACTORS 1. ITS H THAN 20 INCHES WIDTH 24 IN H RESIDENTIAL A -CSAR OPENING OF NOT LESS H ES IN RES USE OF TOOLS AND PROVIDING C , PART T; MORE THAN 44 F AND ITS COMPONENT S F THE OPENING SHALL NO BE O E THE E BUILDING T. I AREA: THE BOTTOM O ca SEQUENCE TO INSURE THE SAFETY Q THHEIGHT & S.TSQ. F N AND U !F Q_ ..,r EBI AL FURNISHED W A K F V HER THAN 54= A. ALL HOS BS SHALL BE / BACK LOW PREVENTERS AND BE MOUNTED 26 , B B PLACED HIGHER , aD OPERATING MECHANISM SHALL E FLOOR AND NO PART OF THE O ERA RADE. T THE ADDITION OF G B I NOT LIM ,TED 0 N. THIS INCLUDES BUT S DURING ERECTION. HAVE THE WINDOW SILL HEIGHT n. WINDOWS GREATER THAN 72 ABOVE FINISHED GRADE SHALLH o WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOW JS MAY BE NECESSARY. GREATER THAN 24 OR PROVIDE. PROVED FALL PREVENTION DEVICE PER R616.2. DRAWINGS ARE D IAGRAMMATIC. DO NOT SCALE OR THE EXACT LOCATION F FIXTURES, a. EQUIPMENT, ETC. on E TH OPERATING MECHANISMS :FOR SINGLE HUNG WINDOWS SHALL BE AT OR NE AR THE SILL SHOWER HEAD H- A EDT CONFORM TO THE DG. WINDOWS INDICATED WITH E OR' EGRESS MUST BE MANUFACTURED O ( CODE W/ RESPECT TO MIN. E HEIGHT MASTERBAT . EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 2 HE GH OF SHOWER HEAD AT H SHALL LL BE 7'-4" U r n 0 HT OF SHOWER HEAD SECONDARY BAT 'SHALL BE 6 10 HEIGHT S H 1 ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND „ VE STAIR LANDINGS T N 0 ABO OR TREADS SH L BE D WINDOWS LESS `SHOWER ENCLOSURES THAN 6 N GENERAL NOTES , TEMPERED SAFETY GLASS SEE ADDITIONAL SAFETY GLAZING REQUIEWMESi�RER1.2 R zoz "' - ALL WORK HALL BE PERFORMED IN ACCORD ANC E WITH ALL CODES RULES, S REGULAT O SSTRUCTURAL DESIGN CRITERIA SINGLE SWING EXTERIOR CONNECTING GARAGE T LIVING AREAS HALL BE EQUIPPS ITR RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. O LIVE LOADS ROOF 20 PSF (REDUCIBLE) SOLID WOOD DOORS T LESS 1 A�-ES 35 MM) IN THICKNESS, SOLID OR HONEYCOMB COR RESIDENTIAL FLOOR, ° NLESSTHERWISE INDICA4ttFBSF CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT STEEL:DOORS NOT LESS T N3HES (35 MM THICK, OR MINUTE FIRE -RATED DOORS. NOTIFIED OF ANY DEVIATION FROM THE PCANS PRIOR TO CONSTRUCTION. BALCONIES/DECKS NIES/DECKS 40 PSF WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO WINDOW OR DOOR SIZES, PRE URE_nm 4 PSF , 0 WITH 1 4 DIA. x 3 1/2 TAPCON SORE S 6 Z � TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WI / cn - STAIRS , DRAWINGS HALL NOT BE SCALED. O w_ 10 PSF. ,, PRIOR N MEMBERS S HALL BE NAILED TO O S D W/ FRAMI G E FROM EACH END AND 12" C/C. ADDITIONAL ATTIC WITHOUT STORAGE 1 ALL SOFFITS PER FBCR R703.1.3 AND R616 w, OC F-' 20 PSF 2 ROWS OF 10d NAILS AT 10"-C/C. INSTALL WITH STORAGE cn ATTIC W S LU I O 30 PSF ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS AS REQUIRED).- A ICS SEE E CL HABITABLE TT � z mO SLEEPING E EPING RO O MS 30 PSF WIND BORNE DEBRISIS REGION O wW EXTERIOR OPENINGS IN WIND BORNE D EBR S REGI ONS ASD F INE D BY THE FLORIDA B ILDI N ODE CONCRETE CONCRETE UNLESS OTHERWISE INDICATED 3000 PSI SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI ADE W OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE NOA . THE NOA SHALL DEFINE q_ STRENGTH STRENGTH O 28 DAYS MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN T _jw APPROVED NOA AND THE CONSTRUCTIONDOCUMENTS THE MOST RESTRICTIVE REQUIREME SHA LL wZ REINFORCINQNELDED WIREFAB I SHALL ONFORMRM TO ASTM A185 m PREVAIL AND THE ARCHITECT OF RECORDSHALLBE NOTIFIED. w -O ALL REINFORCING BARS ASTMTM A615-60 60,000 PSI 0 ALL STIRRUP AND TIES AST M A615 60 t0 000 PSI GYPSUM WALLBOARDw POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF rr n n O _ D A Z I TYPE X GYP. BOAR ON PROVIDE 1/2 NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8 �--- I PER I YAR -ERS E CUBIC D ¢ FIB A z GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED OM THE TA TYPE 1 00 P I MORTAR S 8 1 2 GYP. BOAR 'APPLIED TO THE GARAGE DE HT UNITS fm 1.500 PS E AND ITS ATTIC AREA BY N LESS THAN ! G D 1 STANDARD WE RESIDENC A O LU O CONCRETE ASTM C90 0 , INSPECTION IS REQUIRE RE > to MASONRY CONCRETE GROUT 3000 PSI .CONTINUOUS MASONRYQ M SO w J r Z UNITS. DURING CONSTRUCTION TI P TO 8 ABOVE FINISHED R. O HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB. LOCATIONS, U 00 � O w _ w.. O STRUCTURAL UC TUBAL ALL STRUCTURAL AND MISCELLANEOUS STEEL L A36 3 6 000 I, U.N. SHOP AN FIELD Cly � AS A_30 7 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL AVE WALLS, UNDER_ STAIR SURFACE A ANY LU F- STEEL: WELDS. E70XX ELECTRODESDES LL BOLTS CAST IN CONCRETE. ASTM OR I' 1 GYPSUM BOARD. ON TH INCH SU W 0 SOFFITS PROTECTEDE ENCLOSED SIDE WITH 1/2" C U WOODEAMS RAFTERS JOIST, PLATES: TES. U.N.O.UNO N . 2 SOUTHERN RN YELLO: W PINE M.C: ) W LU WOZ FRAMING: ROOF DECK. PLYWOOD C_C/C_D EXTERIOR or OSB U ¢ - 4 24 1 APA RATED 8/ BLOCK' O FLOOR SHEATHING. T&G A C GROUP GLASS CK ,,, , 0 psi AT 20 DAYS. _ _ IV STRENGTH: TYPES .180 a MORTAR TO -HAVE COMPRESSIVE EATHING: PLYWOOD C CIC D EXTERIOR OR OSB Z WALL SH , . BE PLACED PER MFG. SPECS. w _ EXPANSION STRIPS TO O _ BEAM. 2900 PSI OE — VERSA LAM Fb CL cn WOAD COLUMNS. PARALLAM 2.0 U.N.O. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY"MANUFACTURERS SPE_IFI ATIONS. ww z I ¢� WOOD ROOF DESIGN LOADS. SHINGLE ROOF. TILE ROOF. BUILDING IDENTIFICATIONENTIFICATION H ON ALL NEW AND EXISTING BUILDINGS IN S H . � D 20 PSF APPROVED NUMBERS OR ADDRESSES BEPLACED TRUSSES. 20 PSF O TOP CHORD LIVE LOAD. D � ` T STREET OR AD FRONTING TH VISIBLE AND`LEG LEGIBLE FROM HE STR ROAD LL � TOP CHORD DEAD LOAD: 10 PSF 20 PSF POSITION TO BE PLAINLY IS W lr rr TALL AND 1/ THICK AND CONTRAST WI z -PROPERTY. SAID NUMBERS SHALL BE MININUM OF 4 2 1 P F' 10 PSF THEIR BACKGROUND. � O BOTTOM CHORQ DEAD LOAD.::. 0 S CD _O F- LL_ TOTAL: TAL. 40 PSF 50 PSF � -. w STUCCO aO WIND UPLIFT RESISTANCE: ANCE. 10 PSF 1O PSF ALL EXTERIOR ICINGS EXPOSED TO WIND FORCES BE 7/8THREE COAT STUCC O O CL w m R VINYL PANEL OVER STRUCTURAL C..7 SEE DRAWINGS FOR SPECIAL ONCENTRATED LOADS. DESIGN FOR NEW WIN FINISH OVER HIGH RIB PAPER BACK METAL LATH O L V , i � cn z DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD PLYWOOD PANELS. LU O UPLIFT AS PER SPECIFIED CODES, DEDUC N �0zC J 0 UADEAD LOAD. c LOADBUT`NOT EXCEED� RACT RTO INSTALLL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. S.�� CONT OW N.. WOOD FLOOR LOADS. � w � OUTDOOR KITCHENS r TRUSSES. 2 PSF . � DEAD LOAD. 0 ,� w _ — ,f GRILLS AND COOK TOPS SHALL BE NON COMBU I E. w. ALL CONSTRUCTION WITHIN 24 -0F EXTERIOR G LS N BL t1 , w m LIVE LOAD. 40 PSF MATERIAL DETERMINED AS NON-COMBUSTIBL Y THE Z .. CMU, LIGHT STEEL GAUGE FRAMING OR OTHERE , O P F .. 60 S TOTAL......CONSTRUCTION OF PRIVACY WALLS ABUTTING EXT Z .. - FBC RESIDENTIAL; SHALL USED: IN THE OR cup ' O x,, GRILLS OR COOKTOPS. w _ ANCHORAGE F- a4 - NDATION/SITE PREPARATION: FOU _;,, O METAL AND WIRE LATH. Z1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. a. eh?c n: J FOR AN ALLOWA LE SOIL BEARING PRESSURE OF 2,500 PSF, 1. FOOTINGS WERE DESIGNED T UPPOR OTHA D WIRE FABRIC O S SHALL � 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LA N • A DRY DENSITY R TO ED TO SUPPO BE < _, ' O D .SHALL BE COMPACTED PS SHALL BE SECURED ANDBE _ _ FOOTING EXCAVATIONS AND SLAB SUBGRA 8E PLACED NOT MORE THAN 6 INCHES APART, AND SIDE LA H` m TI BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. _: _'� o DIN EDB TINE W MAXIMUM DRY DENSITY, DETERMINE PROCTOR M OF THE MODIFIED RO , LL_ � , OF AT LEAST 98 /o D m ACCORDANCE WITH ASTM D_1557. TREAT ALL OlL FOR TERMITE PROTECTION 3. METAL AND WIRE LATH SHALL B ATTACHED TO VERTICALAL-WOO SUPPORTS THE E U LENT T APENETRATIONL�0.B .: � F 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO ` DC U F- O G B M _ _ _.., IALENGINEER. TECHN C � DE EOMETAL AND WIRE LATH LL BE CD 2. THE OWNER RETAIN THE SERVICES OF AN INDEPENDENT GBENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS -0F LATH. ME S I' IV L E OF NO.ATTACHED TO CEILING JOISTSOR OTHER HORIZONTALWOODSUPPORTS WITH THE EQU TO VER FY SUCCESSFUL COMPLETIONOFSTPREPARATIONEFFORTS. LOCATIONS O 11 GAUGE, BARBED, GALVANIZED O wOZ R BLUED�tANHES LONG HAVING AHEAD NOT LESS THAN FAILING TO MEET THE ENGIN ER'S REQUIREMENTS SHALL BE RECOMPACTED a_ O /a INCH IN DIAMETER. ..,. _ W m U AND RETESTED ATTHE CONTRACTOR'S EXPE JSE, AND AS DIRECTED BY THE ENGINEER. FZ- in cn MIRRORS W z m 3. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE A STUDS WHEN 1N EXCESS OF 9 S.F. ALL BE ANCHORED TO Z V Z COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEOTECH. ENGINEER. ¢ w W H.V.A.C. NOTES >- m m � � THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. I oz w =¢ O TERMITE SPECIFICATIONS:NSMECHANICAL RESIDENTIAL AND ENERGY CONSERVATION w , w MOUNT ALL THERMOSTATS AT 4 0 ABOVE FLOOR. ER ITES - 'S SECTION R318 PROTECTION AGAINST T cn � w SEC O IE D 'O ¢ I APPLIED _ INCLUDING SO TERMITICID S INCLUD REGISTERED E E EGIS FASTENED IN C HALL BE PROVIDE) BY R L E SECURELY F S ED z �1 TERMITE PROTECTIONS ALL INTERIOR &EXTERIOR MOUNTED'H.V.A.C. EQUIPMENT SHALL B w cn PESTICIDES BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD,OR OTHER APPROVE METH ODS WHERE SHOWN ON THE DRAWINGS ASREQUIRED BY THE LOCAL BUILDING DING COD ES THE H.V.A. CL W m OF TERMITE PROTECTION LABELED FOR U E A PREVENTIVE TREATMENT NEW CONSTR TION (SEE SHALL PROVIDES DRAWINGS ALL OF THE ABOVE FOR APPROVAL. . Lu COMPLETION OF THE APPLICATION OF THE ERMI TE SECTION 202 REGISTERED TERMITICIDE . PON c� � z S C ) HALL BE EDT THE BUIL G ELECTRICAL NOTES , COMPLIANCE S SSU O M 0 PROTECTIVE TREATMENT A CERTIFICATE OF — O a Cf>w O DEPARTMENT BY THE LICENSED PEST CON TR L COMPANY THAT CONTAINS THE FOLLOWIN STATEMENT.:T HE DWGS. ARE DIAGRAMMATIC & INDICATE THE GENERAL ARRANGEMENT OF ELECTRICA WORK n _ N T ATTENTIO � THE PREV F SUBTER NES► THE ARCHITECT'S PRIOR TREATMENT EATMENT FOR ENTION O CALLED TO A COMPLET R R N T DOCUMENTS SHALL BE Z THE BUILDING HAS RECEIVED ANY DISCREPANCIES O HE Qe to OC- A THE RID. DRAWINGS. z D LAWS ESTABLISHED BY O IAL DRA S RULES ANLE ELECTRICAL ACCORDANCET COMMENCEMENT OF WORK, -DO NOT SCA TREATMENT I IN ACCTO HE COMMENCE W TERMITES. TRE N S L1 TE w F AGRICULTURE AND CON UMER SERVICES. z DEPARTMENT O U o EDITION OF THE NATIONAL cn L RK SHALL DONE IN ACCORDANCE WITH THE LATEST w AL WO H —, w �? HAVING JURISDICTIONS. "c� :ELECTRICAL, .CODE &ALL CODES REGULATIONS & RESTRICTIONS V NOTE,: , 1 Z W 1•- RATE BY THE GOVERNING JURISDICTION LI ID BORATE 1ED GROUND - FAULT BE AlA TREATMENT SHALL P OUTLETS INSTAL D [] METHOD OF TREA T TION ALL 120V SINGLE PHASE 15 & 20 AM � ) GROUND.FAULTCIRCUI PROTECTION; , 1 � „ ,Z T - m _ DP _D C ED AT PERMIT STAGE A U a T ED DETERMINED S G METHODS MUS R ': E TAC RA CARE PRODUCT ME AVE GFI CIRCUIT BREAKERS OR REC P S OR BO OUTDOORS IN BATHROOMS ,& GARAGES SHALL H E a , _ D :O BUILDING DEPARTMENT. TH THE BUI ' ' ON FILE WI H MUST APPROVAL .DATA US w U, T .. T TYPE)O �uE ARD WIRED 110 V0 > HALL B H I_ �-- AS BEEN CUT OR DRILLED THAT EXPOSES U TR TED `SMOKE. AND CARBON MONOXIDE DETECTORS S ( co ¢ TREATED :LUMBER THAT D 2 PRESSURE TRE E z z= Z NON_S:WiTCHABLE KITCH NOR BATH ROOM L GHTING CIRCUIT AND SHALL NOT BE CONNEC TE E O PORTIONS OF WOODARERE REQUIREDTO TREATED TO INSECT FE ION. O ¢ THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXID CO w CO .m DETECTORS SHALL BEPROVIDED W//I SIBLE POWER ON INDICATOR AN A TEST BUTTONN WIT OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24rA.F.F.w Z BATTERY BACKUP SYSTEM. MULTIPLE, DETECTORS MUST BE INTERCONNECTED. Q �•.., [] O m �� .. F -:AND MIN. OF 6 NOTED w A.F.F._AUNLESS OTHERWISE O � m .ALL ELECTRL AL SWITCHES SHALL BE 48 .; �C C/) t� w O w FROM EDGE OF OPENINGS. G] O z L .r .._.. — � ALL WALL RECEPTACLES SHALL BE 12 A.F.F. UNLESS OTHERWISE NOTED. - O _ D' LU w ALL HABITABLE S US AREA MUST CIRCUITED WITH AN ARC FAULT INTERRUPTER NEC 210.1 V U W CONTRACTOR SHALL VERIFY WITH THE LOCA L PO WER_COMPANY THE LOCATION OF SERVICE D LU SHALL LOCATE METER ANDPANE AS REQUIRED.w -,h Q _OZCONDUCTORS w LU O VERIFY ALL T RS CONDUC O , AND BREAKERS W/ EQUIPMENT MANUFACTUR R E SPECIFICATIONS. U) = z w M ' ..ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30"-A.F.F. Z O Z ' cn O I EVERY KITCHEN FAMILY ROOM DINING ROOM LIVING ROOM PARLOR LIBRARY, DEN SUNK OM A ALL M RE REATION ROOM BATHROOM GARAGE` BASEMENT LAUNDRY AND OUTDOORA x Z ; BEDROO C, - _EPTA E . TED TAMPER RESISTANT REC S O 125 VOLT 15 AND 20 AMPERE RECEPTACLES SHALL BEL S LU �¢ , RE O EXCEPTIONS.. N O to THERE A Z to ¢ _M W Z 0 — >- W LU p z '�— W W z C9 —W- V O zw o 55 Ft L CD > LU �w �--- v cn- o z z Z s Q O 1- — cn LU m W W to pz_u� O cn I- O ¢ c� ww m w 'rte _z T k Z; Uj J LL I lL O O F- O TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH. THE. APPLICABLE MINIMUMBUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. t .O FFO a 967 , R3 D Ovan G. Drummond AIA AR 96399 Manuel Gonzalez AIA AR 96730 Javier Hernandez AIA AR 98560 San9 -Yub Lee, PE 72328 Uj LUrn C) rn p co t t�- o Ln r � N d, >, = N tiCL OLU V_o E co N < C M IX - cn Q M Z J LL - Ln a o 0- Lu t co U0 O L 00 L __ O `r' E -t o N U ti J(D 0 (0 �r V rn 0 T7SI.�n 0 I � I I Lit Z_ i 'Q Q �s z wzz LLJ I I Z U_ — C� , w 04 W J 7 Q Ly LLJ LULU WI b LLI 90 „ Z W Lu. LU LU `CD LLA :E ER;_ NUE 1014.1 C. L - Q U ca ^V 1.1— W - V 0 : l% r13 V —A7.18 a O A7.18 z z 941-511 O U) z , 1 11 _ _ f' 9 0 13 10 11 o w 10 3 10 0 5 1-4 L0 0U z W LU 0 E- _ 17 7 21-911 7 1 21-0". 5 8 4 4 17...7 CL 2 0 8 3 1, .1 1, � m 48 X48 X4 CONC. PAD... 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N SHEET. oow C.) O : i W TO THE BEST OF MY KNOWLEDGE THE DESI CTED ON THIS DRAWING COMPLIES WITH THE AN EPI G D APPLICABLE MINIMUMILD BU ING CODE INFFE E CT AS OF DATE OF CERTIFICATION BELOW.. February 6, 0 2 1 u 8 w � p z W ao V b 50 - 00 C3 CQ 4 AR 7 N 0 w 0 CD z = z ED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez AIA M AR 96730 Javier Hernandez, AIA AR 98560 San9 -Yub Lee PE >- LU Mp� 72328 LIJ H I cf) I I _j W z_owCD o 0) A7.lg LLJ CO Ocn d Uj LIDO us U)N 0) 1. w"� h >coo O �M� 0 ¢ a. w. m LJ a z O > -Sc 41 O 2 cco clo 00 N cl, Lo L 1 L 0LLl= E O 00 -, O N w z cn U ti .j ,k0'-0" ELEV. =W rnM0= N T.O. PAD Uj - 0 A o cr) � Q LLj N LIAR Uj LU l , U ZCO<cn LU U C7 ...i Uj H _ ,(D cn L LL; N 2\F - - - - -- SLOPE PAVERS @ 1/8" PER FOOT I I I I i I a�.z0 cn U) CO OO Z � Z W " W 21-011 81-311 vCOw�=- =Ow p cnz�_- �zp"' Z a.F�cno Q cnzQ E- a. w Q C.DUW"- 0 ccn�w �w�u_ z=Zz CD C6 LU W Z W H 0 _ rn O CO O ADDITIONAL NOTES, SCHEDULES, & DETAILS 0 S _T NTE. 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J LLW O wLLJ Q m 0 0 O W F- 0 Uj O J W Z G C) O }- U? p WZ Uj Q LLJ V L.L.L O W W =ate M0 FW-ZQ MOW LL 1=- J`. w V5 W O Z QC.1CL Z' 0 LL V E m fnZ Z w cif) Q Uj w >- =LULL; 0 >- Uj co Q J o Q cn L.L_ Uj O C5 o Uj d LL m C) F- W`Z cn Ch 0 Q Z Z 1 �mw m J m LLJ Z Cj> W © .Z V 1W=- W a CL CL W m C-9 0 Uj � moCO w= I -- =c) ' c w O F-zW m a z Wa>o E-Cf,Qo ZZ=z LLJ W�a �L,J=Z cL 005 0 ���Z r � oozes o=moo pi v Cj w Q oUj 1 Wo zozL'ce '" LU �zoZ a.cno zW0Q � r Z Q zcMLU > LU 0 LL, LUUWLL LU rO W W <= „ Lj Z = z Z C7 Vj m oz=F- ¢F-0 UJ z m LU JZJ_LL ` O O LL �0 --a r 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. February 6, 2018 d 17 $ g AR 967 g t a Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 LL O � O "" N iI 00 N > ~O LU co C) J U - LL < a. p p N -0 p 2 Lu to 00 c co (1)ca to O O J 'N U r. - to 0 co It 0 N i ZILL i i L Uj Uj Uj LI W U V F -OM < 55Z qj ;Z. Z J w V _ L � p Z ( � cr- wUj Uj ti cf) Y ( ZO M (D 04 Uj r r LU :I i k USj J M W 0 06 �W O W Lij F- 0 Z 0 �p De Uj Uj M 111 �ERIAL NUMBER 1014.0. MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. February 6, 2018 OF Fj s � 9673 g ED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 o rn LAj coco Uj N c N rts h ,? 00 C) O Md' LJ V3 cC CL U(p-0o 0- U j Lft 41 2 r- m a L 8o 4 cc Lo '. © <.. J < 0 0ti CO o C.0 It fir/ � N 0- m U- q , 1 LU F L I LLj z p- 0 CL LLJ U LULUz LIJ o 00 � W LU J cn W 0 M N r c LU LU LAj 00 ? Z CL ` r ■ C*Ni 0 C LU� ) LU�` � jUj � L.I. ERIAL NUMBER 1014.0' TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS .DRAWING COMPLIESWITH THE APPLICABLE 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, February 6, 2018 k d 6 $ # 4 y4� � d $ 967 fR M E Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 LL 0o � LU LO I It U) 11 > p 0 is M 0 O U- a 2 LU cn LL v-50 L c co co a) N In <0 crs rJ- OON U ti d (0 0 co d' N CL 1 Li > LU U11 LU Xi Ly U) I— I C/) LU Z J x £W U Uj Uj LIA Q Z� $ 1 N Lij J F—co LLj 0 M Y 0 N LLI 8 $ LIA CD pay LU LU LU C.) "kms/ cf) 3 Z < 00 � IY� O ■. 4 sCIO LL O LU LU 2Z ED F '^ CII I v) U) SERIAL._ NUMBER 1014.0 { M1 ci. 0 16a 0 Ci. M f- ©, L —00 0 z z ¢o -V co M cj) W 0 w LU _ � �- W 0 a- -w. �m 0 �w� �o o — F- W � a � o 1 O Z J W ¢ w= >� m w o F- 0 0 w oo= z= t-- o � z 0 J W Z 0>5 O LU w O -U) p o E- z w coo Wwz c.� c ¢ 0 LU CL cr) LU �o LLJ UJ STAIR RA ILf NG AND N NOTE GUARD R HILI G RAILING, BALCONY RAILING STAIR RAILING, STAIR GUARD TED TO AND BALCONY GUARD RAILING SHALL BE CONSTRUCTED POUNDS WITHSTAND A CONCENTRATED LOAD OF 200 0 :INT ALONG THE :RAIL IN ANY DIRECTION. T ANY PO APPLIED A LO AD NOT IT MUST ALSO WITHSTANDUNIFORM TED LOAD OF 50 E CONCENTRATED Y`WITH TH 0 CONCURRENTLY POUNDS PER LINEAR FOOT APPLIED ALONG THE RAIL IN ANY DIRECTION. INTERMEDIATE STAIR RAILS AND POSTS IN -FILL SHALL INTE � ) WITHSTAND A HORIZONTAL LOAD OF 200 POUNDS APPLIED AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY LOADS. WITH OTHER 0 INTERMEDIATE BALCONY RAILS AND POSTS (IN -FILL) SHALL c ) F 0 POUNDS APPLIED WITHSTAND A HORIZONTAL LOAD 0 5 AGAINST ANY ONE SQUARE FOOT AREA NOT CONCURRENTLY Q _� 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 ,1 SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4" AND NOT GREATER THAN 6-1/4" WITH A MAXIMUM CROSS SECTION OF DIMENSION OF 2-1/4" EDGE SHALL HAVE A MINIMUN RADIUS OR 0.01 INCH, 1 W 1 NOSING 640 15 TREADS 0 ! @ RAILING 36 RA G N SINS TYP. ` 1 0 2X12 WD. CARRIAGE GO RE D. 3 Q IIS► 2x WD.' ` TREAD TYP, S OC .,, 00 WD. NAILER �V� DOOR TAG DOOR SCHEDULE DOOR CALL -OUT 00 SC AUL 0 0 W u- J STAIRS NOTE: S S SIZE REMARKS RISERS 7 9/1611 18 @ THERMA-TRU INSULATED ENTRY `DOOR 3'-0" X 8'-0" 17 TREADS 10" Q_@ 2 HOLLOW COR EDOOR ACTUAL STAIR RISER TO EGRESS /VINYL -LOW E 3 BE VERIFIED BY '— 11 X 1— 2 8 8 0 — SELF—CLOSING, .SOLID WOOD NOT LESS THAN 1-3/8" OR 20 - MINUTE FIRE - RATED / / T R IN FIELD NT C 0 c0 RA HOLLOW. CORE D00 R 2 -0 X -0 8 DOOR TAG DOOR SCHEDULE DOOR CALL -OUT 00 SC AUL 0 0 W u- J TYPE SIZE REMARKS 1 THERMA-TRU INSULATED ENTRY `DOOR 3'-0" X 8'-0" UPGRADED DOOR 2 HOLLOW COR EDOOR 2 - X - 6 8 0 EGRESS /VINYL -LOW E 3 DOOR '— 11 X 1— 2 8 8 0 — SELF—CLOSING, .SOLID WOOD NOT LESS THAN 1-3/8" OR 20 - MINUTE FIRE - RATED / / 4 HOLLOW. CORE D00 R 2 -0 X -0 8 VINYL -LOW E / TEMPERED 50 POCKET H LL W CORE DOOR 0 21-611 X 8f -0f' VINYL -LOW E / TEMPERED OVER GARAGE DOOR 6 HOLLOW CORE 'D00 R 2 -8 X 8 -0 EGRESS VINYL -LOW E 7 HOLLOW C RE BI -PASS DOOR 0 6'-011 X 81.011 VINYL -LOW E TEMPERED / 8 DOOR O.H. METAL GARAGE 00 16 - X 8-0 0 NON -INSULATED RAISED PANEL -DESIGNER DOOR 9 HOLLOW CORE DOOR 2'-6" X 6'-8" LL Cly,... O cQ O, 10 HOLLOW CORE DOOR 2'-011 X 6'-8" 11 HOLLOW R R CORE D00 1_ yr 5 0 X 61-811 1— o f - 1 2 L HOLLOW CORE DOOR 2_loftX8 0 U) N , r III n, CLASSIC WINDOW TAG WINDOW WINDOW CALL -OUT V V I N D O W SCHEDULE 0 0 W u- J TYPE R.O. SIZE REMARKS A SINGLE HUNG 2030 24 1/2" X 36 1/2" VINYL -LOW E B SINGLE HUNG 3060 36 1/21 X 72 1/211 EGRESS /VINYL -LOW E C SINGLE HUNG 3050 36 1/2" X 60 1/2" EGRESS / VINYL -LOW E D FIXED 4050 48 1/2" X 60 1/2" VINYL -LOW E / TEMPERED E FIXED 2020 24 1/2" X 24 1/2" VINYL -LOW E / TEMPERED OVER GARAGE DOOR G SING E HUNG L 3060 u n 2 X 72 1/2" 36 1 2 / EGRESS VINYL -LOW E H FIXED 2816 rr u 2 1 X 1 1 2 3 /2 8 / VINYL -LOW E TEMPERED / T SCHEDULE INSULATION 0 0 W u- J A ,N bL ALL: 1/4" = 1'-U" �u►��1 3 , CEILING @ LIVING AREA E- ¢ Z 0 ce 38 EXTERIOR WD. FRAME WALLS FIBERGLASS c� — WALLS TO LIVING AREA FIBERGLASS 11 �ULw >- o. >- w J CO Q O J omam .,.k Wit... _ �� J , O w O z r� VJ. Manuel woo Qoca _. Javier Hernandez AIA 0 0 W' AR 98560 San -Yub Lee PE 9 , z ¢mow - LL Cly,... O cQ O, o rn Z :o V- co T SCHEDULE INSULATION .LOCATION TYPE R -VALUE U.N:O CEILING @ LIVING AREA FIBERGLASS 38 EXTERIOR WD. FRAME WALLS FIBERGLASS 19 WALLS TO LIVING AREA FIBERGLASS 11 I z C6 O Q wm _ :. 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I J O M Z O Z O r d- cn` oC-) z I z w o m z oc w a wo�� w oz w z a ��Wo LU zW -o w _ r Lo W -z z z 0 -z ��CW m W W F- D,Z 0 li - — Q U � I W W W M J V �i� V <�.� _ - J Z J LL � O O L L- TO THE BEST OF MY KNOWLEDGE, THEDESIGN DEPICTED ONTHIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. February 6, 2018 FLO a m z AR 967 F. Ov n G. a G Drummond,: AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez AIA AR 98560 San -Yub Lee PE 9 , 72328 o rn LU V- co 1— o f - 19 .a3 , co U) N , r co 0> �M Uj ` J t- CLL CL <4)-o L 00 =oo n L0 E O�< 0 N J < 0 J J co 0 W It C3 N CL I 1 , w . w� LU LU U I O w Q a. Z W (� CL sUj Ld 0 Q 3 Z � cr w M N J co W Z � N I , j s a , LU CD LLA Lij LIJ I J } Q UJI M cha cn w LU �U { W `H O z z z cyi < Q LLJ Uj O LU �0, LUJ (LL r 2-1 SERIAL NUMBER 1014.0 TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE. OF CERTIFICATION BELOW. February 6, 2018 OF Fko ` e , a AR 967 A A ED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj o Uj - V- 00 a' Lf) c U) N —jN�r C3 �M 0 Uj Y 13 LD co LL , L1. -0 2 cC 0 aid LO Eoco` Mj ¢ U N ti .j co 1qT 0 C N CL 0LLs t s LU U LU LU� LLJ 4 .�cr i ■ /1 U)~ CL E Uj W N m LU W J H E Uj U)Z Uj C.7 N W co Uj LLJ l x Z �0 �W �J W 00j W I C!) LOZ I- C) �Q LU Z Lj : 0 LLJ �LL- F.j M rsERIAL NUMBER 1014.0 i MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS PLIES WITH THE APPLICABLE MINIMUM BUILDING 'FECT AS OF DATE OF CERTIFICATION BELOW. ROOFING PER CONTRACT, ON 2 0 ) � 716L SHEATHING SHEATHING '' NS CATION AS I U 2X6 W/ 2" ROUND RE'QUIREp , I� WATER -RESISTIVE VENT 24. O.C. , ':. I 3/8" CE MENTITIOUS STUDA, i BARBER _ SOFFIT 0 � A .JOINT FLASHING TO THE BEST OF MY: KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DAUOF CERTIFICATION BELOW. February 6 2018 rFL t k AR 96 0 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub-Lee, PE 72328 Uj o rn LU co o- u? Cb C0 N p i r tiCL co 0 � � 0 L J LL CL ca < _r O p 1 N - p 2 0 ic oo N � Lo EOqj . N J V ti J C1 N CL L. w LU W LU - cn LU F— L U F O U) ZZ LU CJ I J W V A.dm« u pttwn¢oJg LU W ..LU L'^LJ W c; } W G H �.°".... U...R LU rvxm § �x wr°LijRR U I.S $jI$ I I i I } j r Q W 00 O w Uw) 0 Ujw LU Lij x LU w SERIAL NUMBER 1014.0 ' ! Y " 3' z z z z a TO THE BEST OF MY KNOWLEDGE THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING RADIANTBARRIER TYP. CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. February 6, 2018; h I 4 Z? d � $ g i q b 8"Y7 A 3 a a VE Ovan G. Drummond, AIA AR 96399 ManuelGonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang=Yub Lee, PE 72328 Uj o rn LU 00 o <5 ao ¢�„ roti cc b CL 0Uj Lu N Q M -j Uj �% E- cc LL , a 4-1 C)o2 C00 LU tea 0 U N c0 Lo • E 0 � wj O N .1 (D..o o �r o NCL 3 7 LDLUry Uj LK Lu U-1 L � V Ld 0^ t- Uj. Z Q CL W <U C !LIJ i a z I i N LU --W I -- LU LU a N ti W N Uj LL Uj Uj 1 00 LZ T� F— C) LU 'cl) V LU — J ULIJ co Ica SERIAL NUMBER 1014.0 0' THE BEST OF MYKNOWLEDGE THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APP11CABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. Fehnlary 6. ?nlA Lu I ZE ZD WMBES 1014.0 Z 39: w o UU SECOND FLOOR DI FU ER LAYOUT 0:1= C13 0 Q _ c.Q� SCALE. 1/4„ - 1-0 CLASSIC W W m w - 0 00 U- C-) 1-- 0 TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW, February 6, 2018 OF FLOC ori R 96 R ED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez; AIA AR 98560 Sang-Yub Lee, PE 72328 Uj o rn L>� .I T- co dte cc) LLJ C0 N . ti �CLUl co O a �> M 0 QUAi J Ca u- < LLI` �T oo 41 2 c co a u1 EO00N O V C N U - t LU U w Uj O U ;........, f.. O W LLA Uj z wI N W J W cf) Z �- N Y � LLl cri LU Ci LLj �l LU 1' 0 I Q i� W 00t 0 o CV CL ILL.o �o �tZ � LU U W LJ :� C!) Mme. AL NUMBESERIR 0 4.0 " TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WrrH THE APPLICABLE MINIMUM BUILDING ELECTRICAL LEGEND (b SINGLE RECEPTACLE DUPLEX RECEPTACLE 240V RECEPTACLE SWITCHED RECEPTACLE 0 DUPLEX RECEPTACLE (220 VOLT) [C} ` SINGLE FLOOR RECEPTACLE [1 DUPLEX FLOOR RECEPTACLE [j gg SWITCHED FLOOR RECEPTACLE QUADRAPLEX FLOOR RECEPTACLE GFI WP EP ` VP GROUND FAULT INTERRUPTER WEATHERPROOF GROUND ELECTRIC PANEL VAPOR PROOF RECESS INCAND, (EYEBALL) FIXTURE Ovan G. Drummond, AIA SINGLE FLOOD - WALL MOUNTED AR 96399 DOUBLE FLOOD - WALL MOUNTED j SINGLE FLOOD - SOFFIT MOUNTED Javier Hernandez, AIA DOUBLE FLOOD - SOFFIT MOUNTED - HANGING / PENDANT - CEILING HUNG INCANDESCENT FIXTURE - CEILING MOUNTED - INCANDESCENT FIXTURE- WALL MOUNTED ® x--36 48 ® O RECESSED HIGH HAT 2 FT UNDER CABINET FLUOR. FIXTURE 3 FT UNDER CABINET FLUOR. FIXTURE 4 FT UNDER CABINET FLUOR. FIXTURE STRIP LIGHT 12X24 FLUOR. FIXTURE L=J 12X36 FLUOR. FIXTURE 0 12X48 FLUOR. FIXTURE 0 24X48 FLUOR. FIXTURE o M EXHAUST FAN EXHAUST FAN W/ LIGHT ELECTRIC CO. METER �.M. ®SD/CO GAS CO. METER SMOKE DETECTOR/CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR SINGLE POLE SWITCH $, 4 3 WAY SWITCH 4 WAY SWITCH DIMMER SWITCH PUSHBUTTON °-o DISCONNECT SWITCH UJ © JUNCTION BOX TV )ACK V PHONE JACK - PREWIRE ONLY QQ O THERMOSTAT PHOTOCELL - SOFFIT MOUNT Q PHOTOCELL - WALL MOUNT E;-dd ELECTRICAL PANEL sP 4 SPEAKER WIRE FROM TOP OF WALL KEYPAD ETTM E=—_� CHIMES STRUCTURED PANEL (A.K.A. SMART BOX, COMMUNICATIONS BOX, MEDIA BOX, HOME DIRECTORY) INT. INTERCOM FOR REFERENCE ONLY " TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WrrH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. February 6, 2018 0 Q 11 10 R 967 Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 o rn o co o , `n 5 °0 U N Cc a a�0ti co QULLI O a�' < N -5 - Q Ecco co no m Lo Epi ¢ O N U .j o co lqt V N CL LL 0 IUj U LU IL,UME F— O cn z < orL J �LIJ �w CL LLJ LU Ld z W M= N Uj I � Cn ti Q M Y N u; r CC M LLJ LU 00 o �V Uj w�W jJ Uj C , = L.0 c AL NIUMB 1 1014.0 TO THE BEST OF MY KNOWLEDGE,: THE DESIGN: DEPICTED ON. THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATIONBELOW. February 6 2018 41 m €� p� P ED > Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 LL o rn Ld E T- 00 D LO c Z LU crI N N0)' ti CL 0 0MV - 0 J vT caLL . CL N 'p p 2 LUtA2 cco °' c"'� Eos N .., U J (DQ (D lqt V 04 CL I i L-2 LLJ . L.k , UJ ) ' f— Uj Ly U ME H U) Z , .. 1 0 � W V Uj Q Ed Q Z # CW Uj W J Cf) Z �. CV LLJ r r,. LU LU LU LU CD. I C �0 Q J ='Q U �F- LU IV J 00 W T Q ■ o CN LU to jz �. o �Uj LU M Uj v, SERIAL NUMBER 1014.0 RE —P V TYPICAL SLIDING GLASS DOOR FLASHING H: IN DETAIL TYPICAL WINDOW FLASHING DETAIL (ASSEMBLED _0 Z � o -n WINDOW) - 2 (EXT-1) D3 ( ) N.T.S. - D3 EXT 2 N.T. ( ) S Z 13- 0 z G DETAIL �... TIE—IN WITH WEATHER RESISTIVE BARRIER. EXTERIOR SHEATHING .ERI UU000 E EXT_7E G. Drummond AIA a� 6 r FLASHING Manuel Gonzalez, AIA zQXT o �w �t -mo CONT. DRIP P ...... RI EDGE CANT STRIP 6) N.T.S o - TE RATE TALLATION OF WEATHER RESISTIVE 1. IN G IN S _ _ wo C6o ....... • ...TO DIVERT RAIN SILL PLATE ALL PER PLAN WALL PER PAN > a BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS FOLD UP WEATHER HEAD FLASHING TIE-IN MECHANICALLY FASTEN AS WEATHER FOLD UP WEATHER . 0 ,,.q.� < ` l- 2. SCORE &FOLD WEATHER RESISTIVE BARRIER ABOVE RESISTIVE BARRIER& TEMPORARILY SECURE INSTRUCTIONS. O 0. o NECESSARY IN CORNERS RESISTIVE STIVE RESISTIVE BARRIER & C/) �- wEXTERIOR O cn E ALLOW FOR FLASHING INSTALLATION HEADER H o 0 J � THROUGH FLASHING BARRIER S ` TEMPORARILY SECURE U M a -z 0 w0 <t .O ► _ _ 1. CUT FOLD UP & TEMP R ORA ILY LM _ > v F-cnQp A HEAD FLASHING :' 4. INSTALL UNDER WEATHER RESISTIVEH S B ARRIER . SECURE WEATHER RESISTIVE ST BARRIER ABOVE HEADER TO ALLOW FOR WEATHER RESISTIVE EXT RI R E 0 zz= w z _! Q 05 o � 19r FLASHING SHEATHING H HING. 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PER AAMA 100-07 —P V TYPICAL SLIDING GLASS DOOR FLASHING H: IN DETAIL TYPICAL WINDOW FLASHING DETAIL (ASSEMBLED _0 Z � o -n WINDOW) - 2 (EXT-1) D3 ( ) N.T.S. - D3 EXT 2 N.T. ( ) S Z 13- 0 z G DETAIL FVHI��w r� w w PATCH O\I r F- ........... .. 4 , .... L.. :[........LU. NOTES: 0 ..........T.. I .... ... 4....::: •.: _ ., 1 .__. FLASHING TO BEFLEXIBLE I LE SELF_A DHE S IVE T Y oUj MIN g WIDE). CONFORMING TOAAMA"771 07 O FLASHING - FLASHING w0 SH NG s . REMOVE WEATHER RESISTIVE BARRIER FROM OOF ..Cn 4.. WINDOW SILL PLATE. . INSTALL FLASHING 1N ORDER AS SHOWN BY NIL MBERS. INSTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 wU> Q Uj 0 w ©` z a}, O V H'o U) 0co0C7 Z =:) Z >- ca m_,M_ J 25 0 Q _ 0 0 W U_ J V TYPICAL SLIDING GLASS DOOR FLASHING H: IN DETAIL TYPICAL WINDOW FLASHING DETAIL D REXTERIORAT00 _0 Z � o X 2 XT_ w _ �w (EXT-1) D3 ( ) N.T.S. - D3 EXT 2 N.T. 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Drummond AIA AR 96399 Manuel Gonzalez, AIA zQXT o �w N.T.S.DN(EXT-5) - N.T.S 6) N.T.S (EXT -7) 7 )O . , Lee, PE z z cn LU occwcn Uj L� v)wnz — CD ua 0 0 ,,.q.� < ` 0 co O U0 a� N Ljj ccti c� E- � z_ LU 0 LA r p N U L M M a -z 0 w0 <t ► a o 2 coCO LM _ > v F-cnQp . r zz= w z _! Q 05 o � 19r y' w Q co W Z c�O I y Q _ w CO dCD M 1 LU I LLJ LU LU } � w ZW PS� LI I LU y aV i LU -� w LU CO ., t- I Z LUn LU0 C-) —w '` cc �• U_ v ^^ ! C z 0 w 0 LLZ LL._ LY_ U' W N W V W �.. vi Z lL O Z `�//) # LU Uj I C F.: I 1 I 3 U) J *: - Q rn r V z zWOQ W O wm � O Z U) jjEQ 06 Cn W ro F— W �f0 m D z �LUQ LU Lz II o t CD U rq E5 w a 0v O z w Uj €o w a` a w cn EA.: NUMBER1014.1 w�a <t . — O �Z=zZ O C, C6 LU -<t z Fn m 'wZwi-- fa o =co -Q Q �.� � w u` W m J rara � J Z JLL O ; LL_ Q Q 0 F—• 0 THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWINGBOM L P IES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION R FICATION BELOW. AR 967 ., E Ovan G. Drummond AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328' Uj L� m 0 ,,.q.� < ` 0 co O U0 a� N Ljj ccti � rn CL ' LA r p N U L M cu u_ - ` ► a o 2 coCO a� Q m EOo�b< . O N o � 19r M N CL I b9 E 1 LU I LLJ LU LU } LI I LU y aV i LU -� Z ICL ., t- I Z LUn LU0 LLZ LL._ LY_ U' W N W V J t cri Q # LU Uj I I 1 I 3 U) J Q W O 06 Cn W �f0 m M II o t CD U Uj €o ED_Q O EA.: NUMBER1014.1 ROOFING PER CONTRACT.(CONTRACTOR TO L PROVIDE PRODUCT APPROVAL FOR R O 00 NG U SYSTEM) ON A.P.A. RATED SHEATHING PE PLAN SPECS. cts a� ._ ALL ROOFING UNDERLAYMENT TO BE L - SELF -ADHERING POLYMER MODIFIED FIED BITUM0 Q- SHEET TO COMPLY WITH ASTM D 1970 mE S E PLAN PRE-ENGINEERED WD TRUSS 2 Q INSULATION BLoeK SEE PLAN FOR STRAP ALUM. WRA PPE WOOD FAS NAIL D z w CIA _,O TO TRUSSW ,a TAILS I z z 16d @ 24 O.C. O J cn aC l - l Fn- z METAL DR 0 —w CEILING INS AT � EDGE iii UL ION , c0�n z (SEE E VER Y GAL CS W O CONTINUOUS VENTED m SOFFIT, WOOD LEVEL 1/2" RIGID GYP. BD. LU- RETURNS WHEN O o DBL. 2x SYP.WD. _ STUCCO SOFFITS A _w H 0 QU ED RE IR TOP PLATE a Jw z w 2x SYP. ;2 WD. T STUDS m MIN. 7/8 STUCCO S # 16 O.C. TMP. W o µ vz'=f-- f- COAT S) ON GALV. REFER WALL INSULATION LATI ON Ow SELF FELT (SEE CAL CS.BACKED METAL LATH ELEV. F VERH z G 2x SYP. #2 WD. HEAD LU o ER > - I SEE SCHEDULE Jwz STUCCO SOFFIT SPECIFCA OwO PAPER BACK LATHE W/ LU o c -r _ CONTINUOUS VENTING 'NA I —SCHEDULED WINDOW OW o i- TO TAILS ANDATYP AL (SEE FLOOR PLAN) LU ¢ O I F-_ STUCCO FINISH WINDOW ATTACHMENT LU COMPLIANT n COMPLIANT W/ FBC-R W W Z U co 2x SYP. #2 STUD 16" W 0 Cn -a- z MIN. 7/811 STUCCO 3 COAT. w ( .. S) O C., Tl(P. 5O ON ALV. 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WD.- , >- w mWINDOW ATTACHMENT m REQUIRED � 70P PLATE HEADER, E DER SEE FRAMING o _, o a COMPLIANT WITH FBC PLAN FOR OR SIZE AND DEPTH w LU 2x SYP. 2 D v # W .STUDS ni z cn Lu cn 11 UCCO 16'1 0 � w MIN. 7/8 ST @ O.C., TMP. cn O Q GALV. z COATS ON v� ) Lu REFER WALL INSULATION cn FE SELF FURRING FELT 0- m SEE ENERGY CALCS.) � ELEV. C CS wWz BACKED METAL LATH ( ) +� VERH G zO 2x SYP. #2 WD. HEADER - .o E W i --O SEE SCHEDULE STUCCO SOFFIT SPECIFICA I z� LU z CK LATH �, o w CO PAPER BA E W/ Ill cn'-'_' o z CONTINUOUS VENTING NAI ED -- Lu 0 SCHEDULED WINDOW _ TO TRUSS TAILS AND A TYP AL SCHEDULED WINDOW v F- z SEE FLOOR PLAN W FINISH ( ) SEE FLOOR PLAN o STUCCO F ( ) m az n LU O SHEATHING TO 11 c� EXTERIORS 1/2 GYPSUM .WALLBOARD w O _ EXTERIOR S co > SHEATHING TO 1/2 GYPSUM WALLBOARD ON 0 WITH THE BE W EDGE FLUSH STUDS W/ WALL INSULATION . BE F USH zL WITH THE EDGE T I LU z_ FOUNDATION, 14 it x STUDS 1N/ WALL INSULATION c.� OF THE FO / � SEE ENERGY CALL S "OF THE F _ ¢ � ( ) FOUNDATION, 1 4 SEE EN cn / ENERGY CALCS _. W J ( ) GAP BETWEEN FOUNDATION GAP BETWEEN FOUNDATION �., C13 oc z v HI a O AND SHEAT AND Q cn AN SHEATHING 2x SYP. #2 WD. STUDS W 2x SYP. #2 WD. STUDS cn cn cn 11 _ 11 1 M 6 O C Tl(P. c� HT COAT OF @ -APPLY A LIGHT 16 I O.C. TMP. w w APPLY A LIGHT COAT OF CG z o _ _ OUS COATING o CEMENTITI G T _ � CEM NTITI ATI T�.� - _ E OUS COATING 0 0 0 & HONEY FILL. VOIDS C S FILL VOID & HONEYCOMB 2x P:T. SILL PLATE ' SS w2x P.T. SILL PLATE F- �w I _ � W w WATER RESISTANT BA R I E WATER RESISTANT BAR IE _ w.cn CONNECT T WALL TO FOUNDA QYERS REQUIRED).(2 LAYERS REQUIRED . PAPE PAP E z owO CONNECT ALL TO FOUNDATI E &w BACKED METALLATH PERFRAMING DETAILS SACKED METAL LATHE& PER FRAMING DETAILS n z LL POLYETHYLENE HOUSE WRAP z oz m O METHYLENE NOUS WRAPTERMITEAPPROVEDD EQUAL Y ; `PR VIDE CONT. METAL �z oz OR APP OVED EQUAL Y PRVIDE;CO T. METAL TER"U : . . aa �-- CL cn 0 SHIELD UNDER SILL PLATE : SHIELD UNDER SILL PLATE oUz_ WEEPSCBE WEEP SCREED z w O ¢ FINISHED BASE MOULDING BASE MOULD INGR MAIN FLOOR MAIN FLOOz �,. �a , — F-- w-> ,„ CL ELEV 0 0 _ E'LEV _ z � 0 0 z _ _ o _ z � W Ij j co U.J� z � Wz _ LU w � W � _11 z � - . o a ._._. 4 CONIC SLAB W/ w �. 4 CONIC SLAB W rY w TVAPOR BARRIER v VAPOR BARRIER i... - ., U � M z O z = z SEE FOUNDATION SEE FOUNDATION ON c� _ cn LU PLAN FOR SIZE AND Q m PLAN FOR SIZE A cn � AND `; w w >- H- TYPE OF FOOTING z TYPE OF FOOTING o _ cn O EXTERIOR WALL (A cn�_ov _ 1 SECTION WITH WINDOW Tw_ wm w � WO STORY WALL SECTION Q U. J z J L L LL t ,� O 1 1 11 O _ 7 <- D 1 _ D7 _ SCALE. 3 4 1 0 _ if - Off ¢cif - o 1 SCALE. 3/4 1 -0 Z TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILOING- CODE INEFFECT AS OF DATE OF CERTIFICATION BELOW. A m 01 , 9 , AR 967 , Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj LLj F-0) o 0 F- o Lr) UJI .r — N e� rn ►� O. cd1 p E- m co a C-4 Uj ,L LL S} p `LQJ' ., r aJIII ca a n 0 2 co p 00 N C LC) = CIDF < -J �- E O 1 JCL < E 4 O N J U r, Q0 o N - I 0 Z ;,_p ZI 6 Win. CDLLJI LU � 5 LU Uj F LLA1 I I LU L. 2 1;, Lij _.L'IjQ I Q �I Z <Z CL LU I Uj 1 Z � U_ _ W N CD Lur cr o ... 0 cj LU03� r� I Q I� W 06 IW 11_ 0 c-, Q C) C) ..� , Z Q M, 65 c0 a' rsERIAL NUMBER 101.4.1 1 F L.. SET MIRROR 3 FROM SET MIRROR 311 M`IRR R- A _ EN OFF BACK SPLASH` 0 V NITY 5 FROM INSIDE. R �. CO NER CL o_ L _ m 11-2" _ Ocn COUNTERTOPS 0 O i i 2 w C -5O i m 36 HIGH X _ CID w - M > cfl,(VANITY-5").MIRROR w � o z w co ---OUTLET m T BOX O 14 - / MIRROR 0 z CENTER SIDEWAYS. _ z O Z;5 m IN BA C KS S PLA H z0 DO COcn O w , 1/211 RECESS I cf) _ w F1 F]FOR MIRROR LU O c� � 1 _ 2X4 HALF WALL 71 I M O1 1:1 2n MIRROR TRIM MoW LL ch 0 _ O LU H a o CABINET o z w_ a VANI MIRROR INSTALLATION INSTRUCTIONS: �--- M U 0' 1. M RROR TO BE GLUED W U O ALL AND STET WITH REMOVABLE CLIP T H I o H S O OLD SECURELY IN PLACE. I a o 0 LU l z= 1 t- i-- `2. A BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE —z CORNER. MIRROR TRIM0 NIaBE INSTALLED AT INSIDE CORNERS.) w w> O NOTE:,BRACKETS REQUIRED cn J LU 0> Z COUNTERTOP CANTILEVERS MORE THAN 10 1 3. U ONNSTALLATIO F WOODTRIM REMOVEEM0VAB L�LI P VERIFMLRRORS GLUED w BEF RBEMOVIN3LLCLIPS NDINSTALWOODTR(MATPERIMETEQVOODTRIMSHOUL�E wp_ — n" CO - _ 0 11 /FROM:, AL 0 F- 2 TOP' OF BACK SPLASH AND INSIDE WALL CORNERS. W Z O , -U _ LLD TAIL _ N HALF WA E M ST R B T T E E A H MI O D � KI CH _ INT... RROR W O TRIM DETAIL W W_ c� INT 1 2 - z C� m _ n _ � n ¢ _ _ 11 _ 1 11 (INT—1) A _ SCALE: 1 2 _-1 0 (INT -1) O D$ _ ( ) D8 / LU cn _ SCALE. l/2 1 0 �z wap' 0. cn I Z - ww z Ica ¢ � o O TOLL APPROVED TILE BACKER REFER ww z - w ', CONTRACT SPECIFICATIONS �-- = ac T0 O 0 _ p O I 95- U_ WALL TILE' 9O J w cL REFER TO FLOOR PLAN, O a in F75 V w z - 2X BLOCKING BETWEEN VARIES MODEL BY E O w coo = STUDS 3' WALLS) ) a- im pm z' w Z J W () ` - VINYL LINER 3 WALLS EXTENDED 5 LUCORNER SHELF c� �ap` m. . UP W ALLS wc�.c 0 (1) CERAMIC COR N ER FLOOR TLE SHELF AT 48 AFF ¢ BETWEEN , w cn /Et�NS - a. U3 cn TILE BACKER AND WET E W U_ w .n 11 _.,. 1 N o >- w 2 S D �_ z FLOOR TILE � 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. 0 INSTRUCTIONS DRYER VENT BOX- ATTACH PER MFR. INSTRUCTIONS 0 P.T. SILL PLATE c P.T. SILL PLATE (IF SLAB ON GRADE) (IF SLAB ON GRADE) WITH PEDESTAL NOTE: 1. DRYER VENT BOX TO HAVE KNOCK OUTS FOR TOP, BOTTOM OR REAR VENTLOCATIONS. 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM LENGTHS PER RER MAN FACTSPECIFICATIONS. U U S . INT_3 DRYER VENT BOAC FOR DRYER ONLY D8 J SCALE• 1/211 = 11_n,l (INT -3) —TILE OR STONE ON 1/2n COMPARE HARD I BACKER R B'ORD MANUFACTURER'S OVE Fel EXT. PLYWOOD DIM OF TUB & 4 ON 2X4 FRAMING. PUMP LOCATION VA E L.A VARIES SEE P 1 ROW OF TIL ZX4 16 O.0 2X4 LEDGER X DROP IN T X N N m- 2X4 CRIPPLES 2-2A4 THRESHOLD ,,, FL OC DT , . 00 S 0P C/) u, m ¢: 1w . . . . . . . . ...... ...... ...... ...... 4ZZ3" R o .. TILE AT D00 E P.T. SUPPORT UNDER O � ., .. 2X4 TO B O W J THRESHOLD � WHEN IN CONTACT TUBAS REQ. BY Lr.::: WALL, Q c� LL TILE w CO _ _. F- W/CO NC. MANUFACTURER'S. R 1 S N%CL ADJUSTABLEGA GE COAT PLA � z O SHOWER DRAIN a o LINER ET IN SEALANT @ A D DET IL 11•� m 2it SHOWER DRAIN FLANGE OVER ROOFING FELT � (FR -33 ROP IN TUB D ; f-- 0 C/3 Z � it 1 11 w ,_ D 8 _ 11 11 ... _ FR SALE. 1 33 C 4 0 M O c X 9 RADI S MARBLE SHELVES WILL 3 NOTE: 3 4 E 0 LA z z / 5 ZE AND SHAPE VAIRES BY. MODE S m ., P SHOWER , — O W.E H R ELE VATI N E .OFC MIC WHEN MARBLE/ O M BE USED IN LTU � WELL A PL A E . REFER T w / PLUMBING CCESORI S F 0 F m LU OPTIONS E SELECTED. P MARBLE TILE 0 IT PLANS MODEL. I m ARCHITECTURAL Y 0 F o 0 0 O 5 z - o m w mW ¢ z SHOWER & CURB:ON FRAMED A MED F LOOR ._ STANDARD SHOWERSHELF LOCATION INT 4 w END POST TIED INTO FLOOR i O � P cn (INT - 4) _ '` IN 4 T D8 INT JOIST BELOW EXTEND TO D8 _ .. _ _ 5 SCALE: 3 4 1 0 .� SCALE. 1(2 1 0 ) 2< aim / w nc o BOTTOM OF TOM F O z LOOK JO zO o -CO W 0 i- END PAST TO PENETRATE z v 0 w W SUBFLOOR. z cn w w O = C-0— �z CC FACE NAIL END POST w BLOCKING. OCKING m� z >r tt: o w 0 BLOCKING KING BETWEEN rr c� C z cp ¢ FLOOR TRUSS AGAIN _Wv J m — END POS �. m W � / W¢ ZZ / a SUB FL LU t6 cn in � �► i i Q c� / . Z p W cG LU \ / / VW� —ti C/) O Uj 0c A ✓ i c/� ZH i i t �` v i // v v �, i V i Z f / £ F./ ♦ C Z F= w O ,✓ i i Z _ i am _ / i i i i z/ 1 0 NAILS TYP- Lo Z LU FLOOR TRU / r � w _ LU O O w zw 'cn w u.. LU y _. _ F- C-) z= z f-- C6 LU _ cn w in w w I-- o z m O U) r O w V wHALF WALL TIE-IN T w N DEAI L M(FR-�34 0 _ Z U J O O u.. D8 N.T.S. ¢ _ c5t—o FR 34 Z TO THE BEST OF MY KNOWLEDGE; THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE.. AF CERTIFICATION FICATION BELOW. h � g R 9673 a ;D A Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj Lij rn o 00 o U') 1 U .4- N Ld _j_ CD I- ,p. 0 �C- E CO -4t -v L N -- UJI U U M p Z Y-- L_ u - a"0 a 002 cow Eo° --� 4)1- LO EOE Ed' 0 N U r-� _j NCL E U_ Z: �-� . LLI :�. '5 4���, Ltj Uj Uj QF— LY _£ 0- <C Z CL Z Z 0 CL Uj L 0 Uj z s I w� LL_ R 0 w N w 1 u o 3Zwm, Uj LU Ujp LLL 0 06 L1J H O 00Z CL p QC) U -A p Q UjL LLJ cF LU ME LIERIAL NUMBER 1014.1