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1727 ATLANTIC BEACH DR - NEW HOME ARCH. DWG'S.Z LL- �. 0 z z O Z � w OLu~c� G Ln Lu Q d. Z m �W J oho LLI CI - 0 WLu Q CO o=o oo= z = �— Q � z ohoLu Ln owo Luoo z =o Lu �o U O Q w } z = z W Cie� 0 � O J F- z ��o 0 d J U p[ m w OLn Q " o ooLn C;W z m azo z �Za Lu LU Cl. �zw Ed Q > J 0 J J � J Q C)F- u- 0 oh 0C) o� J 0 ao� o:e Ce- o z =mo U) m °W� ED Q O o J w �gLun� CCCl- 13:f ca C7 oC w z �o>� �Lnwo m as U) U) L UWo F LUU Ca Cl. o"�!o Ln Z U J Z Lu N Q w cn Lu cll� �z ccQUz O w Z w o � Lu Q = w U% W F zoW� zoz� z 0 cn _O pr I QO�c~C Ex. w > LLJ LU z Lu LL. U Z Q z � O Lu LL.W aj Joe W �Q W L~i. Z=zO z w Lu OC m O Q�cOC� w op w 0 _.. u _j00� Q U H O ABBREVIATION LIST Abbrev. Description Abbrev. Description Abbrev. Description # NUMBER F.P. FIREPLACE PT. LD. POINT LOAD & AND FRT. FRONT PWD. POWDER = EQUAL FT. FEET PLW. PLYWOOD @ AT FTG. FOOTING ® SPANISH TILE A/C AIR CONDITIONING F.O.M. FACE OF MASONRY R RISER ABV. ABOVE SLAB RECESS EXTERIOR ELEVATIONS RA RETURN AIR ADJ. ADJUSTABLE GAL GALLON RAD. RADIUS A.F. ABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOR REINF. REINFORCING AHU AIR HANDLING UNIT GFI GROUND FA LT INTERRUPTER RM. _ ROOM ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING ALUM. ALUMINUM G.W.B. GYPSUM W LL BOARD RQD. REQUIRED RISK CATEGORY: STO ARD NOTES & DETAILS — II DESIGN BASED ON R & SH ROD & SHELF B.B.Q. BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL BD. BOARD _ HB HOSE BIBB = 130 MPH B.F.F. BELOW FINISHED FLOOR HD. / HDR. HEADER SF / SQ. FT. SQUARE FEET BOTT. BOTTOM HGT. / HT. HEIGHT SGL SINGLE BR. BRICK HORIZ. HORIZONTA SHT. SHEET BKFST. BREAKFAST N.F.P.A. 1012014 CLA. SH. SHELF AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID MED. INSUL INSULATIO SHWR. SHOWER CALC. CALCULATIONS INT. INTERIOR SL. SLIDER C.J. CONTROL JOINT I.L.O. IN LIEU OF SPECS SPECIFICATIONS CL CENTER LINE 28 MSN. S.P.F. SPRUCE PINE FIR v CLG CEILING KS KNEE SPACE SPRG. PT. SPRING POINT CMU CONCRETE MASONRY UNIT 32 BOR. STD. STANDARD C.O. CLEAN OUT L LONG STL. STEEL COL. COLUMN LAV LAVATORYJ STOR. STORAGE COMP. COMPRESSOR LDRY LAUNDRY 44 _ CLS. CONC. CONCRETE LIN LINEN T TOP CONT. CONTINUOUS _ LT LAUNDRY TUB T&G TONGUE & GROOVE CARIBBEAN 81 CST. TEMP. TEMPERED DB. DOOR BELL M.B. MASTER BAH THK. THICK DBL. DOUBLE MAX MAXIMUM _ ,_T.O. TOP OF DR. & SH. DOUBLE ROD & SHELF M.C. MEDICINE CABINET T.O.B.8. TOP OF BOND BEAM DECO. DECORATIVE MFR, MANUFACTURER TR. TREAD DET. DETAIL MIL. MILLIMETER TRAN. TRANSOM DIA. DIAMETER MIN. MINIMUM TYP. TYPICAL DIM. DIMENSION MIRR. MIRROR DN DOWN MLDG. MOLDING UC UNDER COUNTER DR. DOOR M.P.H. MILES PER HOUR U.N.O. UNLESS NOTEDOTHERWISE DS. DOWNSPOUT MT METAL THRESHOLD D.S.S. DENSE SELECT STRUCTURE _ V.B. VAPOR BARRIER DW DISHWASHER N.T.S. NOT TO SCALE VERT VERTICAL DWG. DRAWING V.T.R. VENT THROUGH ROOF O.A. OVERALL E EGRESS O.C. ON CENTER _ W WIDE E.E. EACH END O.H. OVERHEAD W/ WITH E.W. EACH WAY OPT. OPTION(AL) W.C. WATER CLOSET EL. ELEVATION OPNG. OPENING WD. WOOD ELEC. ELECTRICAL OSB ORIENTED TRAND BOARD , WDW. WINDOW ENCL. ENCLOSURE PED. PEDISTAL SINK W.I.C. WALK-IN CLOSET ENG. ENGINEERED POLY POLYVINYL WP GFI WATERPROOF GFI EQUIP EQUIPMENT P.S.F. POUNDS PER SQUARE FOOT W.W.M. WELDED WIRE MESH EXT. EXTERIOR P.S.I. POUNDS PEI, SQUARE INCH W.W.F. WELDED WIRE FABRIC FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER FLR. FLOOR P.R. POWDER RCOM FND. FOUNDATION P.T. .............. PRESSURE REATED SQUARE FOOTAGE NOTES GRAPHICS LEGEND S.F. - 2882 972 PARTIAL SECTION 3854 SQ. FT. - -__ INTERIOR-ELEVATIOAF DETAIL # DRAWING # DETAIL # DRAWING # - — 245 GARAGE(s) 579 �� _ / --- DETAIL # DRAWING # DETAIL # DRAWING # 4921 SQ.FT. _ A1.N CEILING HEIGHT CHANGE FLOOR PLAN CENTER LINE A2.62 ® SPANISH TILE OL SECOND FLOOR PLAN ELEVATION MARKER Al FLOOR PLAN NOTES, SCHEDULES, & DETAILS SHAKE SIDING SLAB RECESS EXTERIOR ELEVATIONS ® SIDING FRONT &SIDE ELEVATIONS FRAME BEARING WALL INTERIOR WALL (NON-BEARING) REAR & SIDE ELEVATION, & ROOF SLOPE PLAN ® BRICK D STUCCO FINISH ® BUILDING SECTIONS CMU MASONRY WALL"�,�'r' A7.62 IBUILDING SECTIONS EARTH ® GABLE END WALL INSULATION ® FRAMED KNEEWALL SECOND FLOOR DIFUSSER LAYOUT DECORATIVE STONE DROPPED SOFFIT © DESIGN CRITERIA TWO STORY: FIRST FLOOR - FRAME SINGLE FAMILY RESIDENCE: PRE -CAST LINTEL/ HEADER GROUP R3 SECOND FLOOR - FRAME BUILDING TYPE: FIRST FLOOR ELECTRICAL LAYOUT V - B E2.62 SECOND FLOOR ELECTRICAL LAYOUT RISK CATEGORY: STO ARD NOTES & DETAILS — II DESIGN BASED ON LORIDA BUILDING CODE WIND DESIGN BASED ON: D7 ASCE 7-10 6TH EDITION (2017) D8 STANDARD NOTES & DETAILS F.B.C. 6TH EDITION 2017) RESIDENTIAL ULTIMATE DESIGN WIND SPEED = 130 MPH F.B.C. 6TH EDITION 2017) MECHANICAL NOMINAL DESIGN WIND SPEED = 101 MPH F.B.C. 6TH EDITION 2017) PLUMBING EXPOSURE: 07 B . CONSERVATION PRESSURE COEF.: FOR WINDOWS/DOORS, SEE FLOOR FOR ACTUAL PRESSURES: -F'EMA +.18/-.18 VIE. X Irv. F.B.C. 6TH EDITION F.B.C. 6TH EDITION 2017) FUEL GAS 2017) ACCESSIBILITY ,PLAN NATIONAL ELECTRIC CODE (2014) (NFPA 70) RULES & REGULATIONS N.F.P.A. 1012014 CLA. ASCE 7-10: MINIMUM DESIGN LOADS THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID SQUARE FOOTAGE NOTES AREA CALCULATIONS S.F. FIRST FLOOR SECOND FLOOR 2882 972 TOTAL LIVING AREA 3854 SQ. FT. ICOVER SHEET - Index of Drawings COVERED ENTRY 158 COVERED LANAI — 245 GARAGE(s) 579 UNFINISHED STORAGE 85 TOTAL 4921 SQ.FT. SIAL NUMb `R 1 nl a � LIST OF DRAWINGS SHINGLE ELEVATION Cl ICOVER SHEET - Index of Drawings GN1 IGENERAL NOTES FOUNDATION PLAN A1.62 ISLAB LAYOUT v ...._ _ A1.N ISLAB NOTES, SCHEDULES, & DETAILS FLOOR PLAN A2.62 FIRST FLOOR PLAN A3.62 SECOND FLOOR PLAN Al FLOOR PLAN NOTES, SCHEDULES, & DETAILS EXTERIOR ELEVATIONS A5.62 FRONT &SIDE ELEVATIONS A5.1.62 REAR & SIDE ELEVATION, & ROOF SLOPE PLAN A5.2.62 EXTERIOR ELEVATION DETAILS BUILDING SECTIONS A7.62 IBUILDING SECTIONS M1.62` FIRST FLOOR DIFFUSER LAYOUT M2.62 SECOND FLOOR DIFUSSER LAYOUT ELECTRICAL LAYOUT - E1.62 FIRST FLOOR ELECTRICAL LAYOUT E2.62 SECOND FLOOR ELECTRICAL LAYOUT STO ARD NOTES & DETAILS — - D3 STANDARD NOTES & DETAILS D7 STANDARD NOTES & DETAILS D8 STANDARD NOTES & DETAILS HOUSE ELEVATION ABBREVIATIONS ABBR. FULL NAME ELEV. CODE MAN. MANOR 03 WIL• WILLIAMSBURG 07 PRO. PROVINCIAL 08 CMA. CHATEAU 09 VER, VERSAILLES 10 CLA. CLASSIC 18 MED. MEDITERRANEAN 19 TRA. TRADITIONAL 20 Cold—. COUNTRY MANOR 21 HER. HERITAGE 22 CMN. CIMMARON 28 MSN. MISSION _ 30 CFT. CRAFTSMAN 31 SCL. SPANISH COLONIAL 32 BOR. _ BORDEAUX33 BRO. BROUGHAM 39 REN. RENAISSANCE 40 _ IE. VIENNA 41 TUS. - TUSCAN _ 44 _ CLS. CALAIS �— 46 _ ITV. ITALIAN VILLA 58 PBC. PALM BEACH 80 CRB. _ CARIBBEAN 81 CST. _ COASTAL 82 SIAL NUMb `R 1 nl a � z w ~ O p z z O zc�nw O ~ _ (wnwO Cl- Cx-, �z0° w J p O LU ca,n- p z 0 w Q >F - OLU O = z x F— Q � z o 3�: O w LU z O w 0 w0��, (n p z Q � O � w U(nQ w = 0 � a ~ ,U�z = Z w F_ Q p Lu J F- z J = Q V O O LL_ LLJ 0 C, I U p[ m LU C:) Z Q a p0tn Q� LU V i (.0 z C° ~ z p of U LU Q w CL Oma. Z w Eo Q > J O J J J Q LL_ LU 0 0 Lf) J 0 LSU EL p O C,f a O z = m O F- in L0 zcwn0C�7 QwU)~ m Co w J � U -i z = p w U0 LU � J w LU U_ Q:5(n~ EL C)C CD C7 oC w z O > O F- LU U O _ U O z w m a z w FU_jp--¢ O z Z = Z � Q LU (n Q LU LU p 0 rx-1cri�t'-n Ow Z w LU � _ Q V =)0 LU= .�Lf) w� z O w zzzLL_ acs �O0 Ln zLn �0 O QZ w ,_, rnr-,Ln ~ H a w Q 00 LU U p Z LU U z Q W w N Z w O '-� (n aC w af QLU == 0 Z=~ Z LL_ W3�m M LU co Z=LLn T3 �O�= g LU 0 w m w Uj J Z J u - J O O u- Q U H O 0 GENERAL NOTES 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO , THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE NECESSARY. STRUCTURAL DESIGN CRITERIA LIVE LOADS: ROOF RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED BALCONIES/DECKS STAIRS ATTIC WITHOUT STORAGE ATTIC WITH STORAGE HABITABLE ATTICS SLEEPING ROOMS CONCRETE STRENGTH @ 28 DAYS REINFORCING CONCRETE MASONRY UNITS: CONCRETE UNLESS OTHERWISE INDICATED 20 PSF (REDUCIBLE) 40 PSF 40 PSF 40 PSF 10 PSF 20 PSF 30 PSF 30 PSF 3000 PSI WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 ALL REINFORCING BARS ASTM A615-60 60,000 PSI ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI POLYPROPYLENE FIBERS FOR SLABS N GRADE MINIMUM 1.5 LBS. OF FIBERS PER CUBIC YARD ASTM C90-01, STANDARD WEIGHT UNITS, fm= 1500 PSI MORTAR TYPE "S" 1800 PSI CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED DURING CONSTRUCTION Ovan G. Drummond, AIA STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD STEEL: WELDS: E70XX ELECTRODES ALL BOTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 WOOD BEAMS RAFTERS JOIST PLATES: U.�.O. NO. 2 SOUTHERN YELLOW PINE 19% M.C. FRAMING: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB FLOOR SHEATHING: T&G A -C GROUP APA RATED (48/24) WALL SHEATHING: PLYWOOD C-C/C-, EXTERIOR OR OSB VERSA LAM BEAM: Fb = 2900 PSI (2. E) WOOD COLUMNS: PARALLAM 2.0E U.N.O. WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF TOP CHORD DEAD LOAD: 10 PSF 20 PSF BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF TOTAL: 40 PSF 50 PSF WIND UPLIFT RESISTANCE: 10 PSF 10 PSF SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND DES UPLIFT AS PER SPECIFIED CO, D DUCTING A MAXIMUM OF 5 P.S.F. DEAD LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. WOOD FLOOR DESIGN LOADS: TRUSSES: DEAD LOAD: 20 PSF LIVE LOAD: 40 PSF TOTAL: 60 PSF FOUNDATION/SITE PREPARATION: 1. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOILEARING PRESSURE OF 2,500 PSF, FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL B COMPACTED TO A DRY DENSITY OF AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUDRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. 2. THE OWNER SHALL RETAIN THE SERVICES OF AN IN DEP NDENT GEOTECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEOTECHNICAL ENGINEER'S REQL IREMENTS SHALL BE RECOMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ENGINEER. 3. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BEI MADE BY THE GEOTECH. ENGINEER. TERMITE SPECIFICATION SECTION R318 PROTECTION AGAINST TERMITES TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTE: 1) METHOD OF TREATMENT SHALL BE APPROVEDY THE GOVERNING JURISDICTION "LIQUID BORATE OR BORA-CARE" PRODUCT METHODS MUST BE�DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE UILDING DEPARTMENT. 2) PRESSURE TREATED LUMBER THAT HAS BEEN.UT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FI LD TREATED TO PREVENT INSECT INFESTATION. OPTIONAL BORATE APPLIED TO ALL FRAM- MFMRFRS WTTHTN )4" A F F DOORS & WINDOWS ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN HEIGHT & 5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" A.F.F. WINDOWS SILLS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT GREATER THAN 24" A.F.F. OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R312.2.1 THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N,F.P.A. 101 CHAPTER 24. ALL GLASS WITHIN 24 INCHES OF AN ADJACENT DOOR OR HINGE SIDE OF A PERPENDICULAR SWING DOOR ALL GLAZING LESS THAN 60" FROM TUB AND SHOWER ENCLOSURES, AND WINDOWS LESS THAN 36" ABOVE STAIR LANDING AND WITHIN 60" FROM THE BOTTOM TREAD NOSING SHALL BE TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2017 FBC 2411.1 SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 18 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 8 INCHES (35 MM) THICK, OR 20 MINUTE FIRE -RATED DOORS. WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2" TAPCON SCREWS, 6" FROM EACH END AND 12" C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ (2) ROWS OF 10d NAILS AT 10" C/C. WIND BORNE DEBRIS REGION EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OFA CONFLICT BETWEEN THE APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. GYPSUM WALLBOARD PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8" TYPE "X" GYP. BOARD ON ALL GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE, GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP, BOARD APPLIED TO THE GARAGE SIDE. HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8' ABOVE FINISHED FLOOR. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD. GLASS BLOCK MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. BUILDING IDENTIFICATION APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4" TALL AND 1/2" THICK AND CONTRAST WITH THEIR BACKGROUND, STUCCO ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL PLYWOOD PANELS. CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. OUTDOOR KITCHENS ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR GRILLS OR COOKTOPS. ANCHORAGE METAL AND WIRE LATH: 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL BE PLACED NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST 4 INCH AND BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. 11 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1Y2" INCHES LONG HAVING A HEAD NOT LESS THAN Y8 INCH IN DIAMETER. MIRRORS MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. H.V.A.C. NOTES THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: MECHANICAL,RESIDENTIAL, AND ENERGY CONSERVATION MOUNT ALL THERMOSTATS AT +4'-0" ABOVE FLOOR, ALL INTERIOR & EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V.A.C. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. FOR EXHAUST HOOD SYSTEMS CAPABLE OF EXHAUSTING IN EXCESS OF 400 CFM, PROVIDE MAKEUP AIR PER FBCR M1502.4.6 WHERE EXHAUST DUCT EQUIVALENT LENGTH EXCEEDS 35 FEET, PERMANENT LABEL OR TAG REQ'D PER FBCR M1502.4.6 ELECTRICAL NOTES THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE. THE DWGS. ARE DIAGRAMMATIC & INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL. CODE & ALL CODES, REGULATIONS & RESTRICTIONS HAVING JURISDICTIONS. GROUND -FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED OUTDOORS, IN BATHROOMS, GARAGES, LAUNDRY AND AT DISHWASHER SHALL HAVE GFCI CIRCUIT BREAKERS OR RECEPTACLES. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE) TO NON -SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE PROVIDED W/VISIBLE "POWER ON INDICATOR" AND A TEST BUTTON WITH BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. ALL ELECTRICAL SWITCHES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" FROM EDGE OF OPENINGS. ALL WALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED. BRANCH CIRCUITS THAT SUPPLY 120 -VOLT, SINGLE-PHASE, 15 & 20 AMP OUTLETS INSTALLED IN KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUN -ROOMS, RECREATIONS ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS AND SIMILAR ROOMS OR AREAS SHALL BE PROTECTED WITH ARC -FAULT CIRCUIT -INTERRUPTER PROTECTION PER FBCR E3902.16 CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY, THE LOCATION OF SERVICE AND SHALL LOCATE METER AND PANEL AS REQUIRED. VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30" A.F.F. IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA, ALL 125 -VOLT, 15- AND 20 - AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES, THERE ARE NO EXCEPTIONS. PLUMBING NOTES THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND RESIDENTIAL ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26" ABOVE GRADE. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. SHOWER HEAD HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE T-4" HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6-10" GENERAL NOTES ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. DRAWINGS SHALL NOT BE SCALED. INSTALL SOFFITS PER FBCR R703.1.2.1 SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). w TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. ! r i ». R 967:0 ' A,, Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W (� o rn CD M r-, ao 00 UZ w U W cr Ln > '0p p� o v o L_ LE M z a Y -0 O i.LI V} L 00 'n C O0 a L -'EO�`t � U N n O N CL O 2f ' 0 U0 ' i, ua cG h -- w cn LU i Lu LU a Q a M€ Q \ d Ld ` C7 z LL_ LW J [V vi o . c co w f -- w_. w �l I LLI {~ �. z z I J LU LU z LU w Lo MBIAL 1014.1 Z LL .0 in Z 2'-'o O ~ _ Ly � H cn LL J O = a af cc z 0° O w J o O a � o z I w Q � F -o oLU r -n o= z -r 1- o�o (1) LU O>O > w LU c) D wLU =0 Q � V 0 U U) Q w ace cn a O w>- z = z w 1- Q LU OLL F— 2- (D o Q LL - 00 LLJ J U p[ m Lu Q�o o pcl- Uj Q � LU V w Z m ~ Z Z L Q w w O r w ma> � O J � � J Q OLU O Ln U) O OC �af �O LUo � o� � O z =mLj 0 �oU) no_(D Q w ~ m ca LLI J 0 Q 0 0 z = p w �Lf) ') w J w LU U_ �Wm zo>� 0 QZzC) LLJ 2: w cn v) Lu M =(7VO w H moC �az oQ�o ED z z = o Uj z W L J Q ao=z �Ln0 C) Ly L LU Q = p w U-1 zOLULILU� z Oz z � zC:)o �o oQ zwC:) Q O U)� U Lz Q Lu o o z wLL_ zQ (D ►-+ w LL - z w r 0 Qw�L~L- _ ~ z = O~ z LLJw m =U) .�� QU0� LU w CO LU J Z LL - 0 C) L- U 1- O tD N ■: A TI I I O coJ LO LUa PER GRADE N o ol , -6" I I I 1 O PAVERS ON STEMWALL SLOE PAVERS @ 1/8" PER FOOT 121-711 GAS LINE TO REAR 21_611 141-611 22'-0" r 88'-6" 75'-0" 7'-0" 51_011 2' rB 10/ GAS LINE TO A7.62 TAN KLESS W.H. I ------- L------- L_Ty___ 9'-211 - N 14'-9" 6" PLUMBING WALL o I 1 I I -D I� II1LN. -- --------_J I IL- ---- JI r------------ L �— � it II _ Ln I I o I --_-- - _ 1 1 I I I I i------ --- --, I I I I III III I I I 11 o I I I I I I I I I U 221-611 V--= 3 �i ----- 41.11 51.311 2'-2 1, 6'-1111 1'-7" i 13'-11" I t 1 I L_-- 1 U -- II II ZZZaZZZZZ M II J I I I L -------I I I I 6 PLL�f�BING WALL—I i i'i � �- � I I I n 1 1 1 1 iJ --<---------------"---1 L------- ----J L --------------J L -------------J L ---------------------- ---------------------- ---J I - - - - - - - - -t-- - - - - - - - - - - 201-211 111-811 to _ I LU m € al oLI)N NOTE: _ - . -----------�' FIN. FLOOR TO BE 18 MIN. 1 N o ABOVE CROWN OF ROAD. A1.N InPfir' o o af 16'-011 PROVIDE VERIFY LOC. WITH TOLL BROTHERS FLOOR 8'-10" P.M. PRIOR TO POURING SLAB --OUTLET > 1 I I I 11 II I 511_211 - - - - II 11 II II I 01_011 FINISHED FLOOR I IL J L__ _________J -- - ---- ----------- IL w 8'-10" 241.611 L ------- ---9,=V 81-911 a J Ir _ _ ___ V) JI I 6" PLUMBING L - - - - - - - —I— - - -- WALL -----> 1______� 7 I L"_ PROVIDE ELECTRICAL - 1 1 " a, 6" PLUMBING -' 1 CHASE FOR ISLANDWALL i' "�"--_J,00 ,I - I-- -1611 C) jl1 �I j ii o 0 0 _� L------ --------------- - ------1-- ----------- -- ------ r ------ 24'-0" SLAB LAYOUT_ SCALE: 1/4" = 1'-0" -------------------------, j L_ -J fV I OL I I 0'-0" T.0, PAD L ' N N , M N 00 1 N � 01 Oil PAD N HIM 0 21'-6" SLOPE SLAB @ 1/8" PER FOOT O 1 30'-10" TYP. GAS LINE TO I GAS LINE TO WATER II HB COOKTOP DRYER SOFTENER LOOP—j B U) i i 96"x48"x411 CONC. PAD 3" ABOVE GRADE A7.62 74'-011 SHINGLE NOTE: STEM WALL FOUNDATION 1 11 r-� o L_J N PAVERS SLOPE @ 1/8" PER FOOT rA 'qIlkA7.62 71.011 0 L \ I 00 2 O LO DDITIONAL NOTES, SCHEDULES, & DETAIL AN BE FOUND ON THE A1.N SHEET. LLJ DC W Cn ) l . 'D U U U LUQ m U z r-1 TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAAING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING ,UDE IN EFFECT AS OF DATE OF CERTIFICATION BELOW, June 8, 2018 D-1 FL � CO eg w R 96730 rr r A., D PJ 'V Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE 72328 Uj o UJI 001 T-1 00 �- � In 06 U , z d ct (n N V -J W �V Q1 >0c)o 0 U - LN'91- M -I LL. _ w Q _ Z J to its z UCLd .-j a. �. o0 a, -0o G CJ Ln Q .-jEc L , J O est _ < a p N U -j < 10 O l0 0 _ L = 2!: (D, LU ce �I kn LU w w ;z L Q9 O LJ I Q U N � I LU J Q 00 N Z € I � LLL j I--- 1 Q LU L=1 LJLjLfrP I'. _ N �!O m :21' w 1014.2 Q L U M W ca. C) a O u zU- 0 �z z O oma= Lu � H LU � oC z CID O w J U - o � O LU a 5 z I w ¢ >~LU F- O M O = ¢ Z D O LU to LU z OWo w O 0 z LU O LU Of LU0 U LU O Q UJ Q O LU>- Z = z w oc 0 � O J H Z J x ¢ ��o U - LU dJ m � Uz ¢tea o O cn U i w Z OO Z C�¢ w 2 w inLL F cc) Z W W ¢ > J J J F- M -T- LL- w U) O (7) (D Of I �US U LU O oc a O z =mo �no(D ¢ w U-) m°°w� Lu ¢ Z = M w wU) OcnJ= LLIQ �e CO Ce C:) >- QZLU Zo �:: w cn `f' (Doo �zU 0 m or -1 z o<c�o zz=o LLJ z Lf) a 0 = = z w UO ocvi�� O w w M � LU Q _ w �=4) v)wH- zOw� Lf) zz� foo "' z a cn o o�z-- z w O Q F— 21-1 LU 0 M z w w z ¢ z U r O w Q -T- z=zo LU Lf) ozLU O F Q t5 I w w m w z 'U JZJtL J O O LL - ::t U H O FRONT WALL OF GARAGE PROVIDE 1 1/2" D x 5" W RECESS AT GARAGE DOOR PROVIDE 4 1/2" D x 8" W SLAB RECESS BRICK PAVERS GAR. FIN. FLR, a 4'4 _ A SECTION @ GAR. DOOR SCALE: 3/4" = 1'-0" SLAB LAYOUT NOTES: 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS. 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE 4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. INDICATES DOOR OPENING IN IN M. PLACED IN UPPER ./3 OF SLAB OR FIBERMESH ,EINF. PER PLAN /8" (MIN.) SAWCUT x 1/4 OF ;LAB THICKNESS SEE OUNDATION PLAN FOR LOCATION SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, AS CONCRETE ALLOWS WITHOUT RAVELING 1 SAW CUT DETAIL ALNLF_F„ p��e ii o`�es�f 19saw cut detail.dwg PLAN VIEW (W V Q I� W O U U z V Q W m V H Z H Q RECESS IN SLAB I� GARAGE DOOR SLAB RECESS TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. June 8, 2018 M A `• AR 967 Cs ' DJ ASC Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE 72328 W U-1 p 01 "1 J 7--1 00 Z w N U�� �,�^ 0-1 LU>00oCL (� cn ao E Q0 L � tl Z Z a CL < o o E 4 U _' a)-0o�9 LU Ln i C:00 � .1 O w L -� E J CJ U `D o kD ON E. € O LL - 2f o i cU LLJ W rLU W Uj LULU F � O LU �-- J i wI N LU J N I 00 IV¢ Z o LU 03 1LULLJ r Cn J P--1 H LU 06 LLj ! J !0 i = U Z U �..� W O 27-1m J Ly - Lu W L 1014.2 d L C) U a� 0 CL CID F- (9 z IL O M z z O Q 1_4 cn zWLU O _ cwnwo = a af afCID z J O w J LL_ � � O ,a- R�:o z I wLU Q > ~ O L r-, w Z C> I— Q � Z In � O U) O > O > w Lu O Z ¢ o LU 0 ci:f w z U (nIntf Q LU 0 w 7D O �a� LU } z = z w Dc o LU J F- 0 z Q �o 0 a- J U p[ m LU Q OU O �o� ¢�Dwc U_w U Z co z ��Q w n c) ZLU CD Q > J O J J � J LL_ LU Q ooU) O�cn o� � 1 0 4 ao� O� a O z _ m U z n0U-) cis J LuQ Q Q z = w Lu U) w LU J = CO L7DCwz O ci LU Q z z O LU U) _ 0 O 1— Z LU mce�z oQLUo zz=o LU LuU) Q ate uj =z w U) O oCcriu)c~n O w w LU V= _ US ,—, w H z O w ZZZL�i_ OQu) Z el U) O Q0�naf UawQ cLu Hi L w LEz Q (� U w LL zwO � 0i cc Z = z o L,F-�z w�gun, f) LU F_ �C�� Q�cc):: f)� �LU oD LL ,-„Z_jU I Z I LL_ �ooL­ QU�_0 24'-11" HB 0MASTER CD BEDROOM 10'-0" CLG. " 14'-6" p M p rn -OW.I.C. 10'-0" CLG7- 00 - M 12 '� A - -- A7.62 1 51.011 — 811 — �— —8.211 e 10 o I I LO I I I I I I I I I I I I LU I o I Ln i 0 i 91.011 21.011 121-611 1411-611 4'-10" DIM —DR & SH— I II 1 � I 5 II _ I _— 8 -4 -0 .� I - O 36 HIGH 8 o BATH 2 $ _ 0 I - M ko BEDROOM 2 CONTINUOUS O � 10'-0" CLG. O I I 10'-0" CLG. LO HANDRAIL Ln I :::. :. = l o W. I. C. z I I V 1 10'-0" CLG. 1 � 10 _ TEMPEREP GLASS __ 0 00 BEDROOM 3 q I LAT SOFFIT O o , SHOWER ENCLOSURE _ 10 -0 CLG. O I OTTOM @8 -8 °C I M 9" �t ON TUB DECK 7 - 5 -4 O°ff� _R & SH T 1 t n O t n n 1 n •"1 -- Iol _ I ol 7'-4' 3 -8 - 81- 7 1 3 -6 % _. _ 4'-1011 12'-1" ASTER 2ND LOOR I `� ,� I A I N� _ 3 -6 2ND FLOOR 1 N BA1THR00 LINE I - I O LINE P DR. I I 1 '-0" CLG. 1 O7 �, �, . I. C. 15'-0" © 6'-2" L — M - - - °° - f0' 0"CLIG 8 C L III ,_ o F 5 -10 O A7 62 U 3 -8 1 2 I I 5'-0"::T: 5'-101' 41'-6" GREAT ROOM 12'-0" CLG. 0 N 0 1 N O 1 `p I DINING ROOM 10'-0" CLG. 14'-5" M 51-911 41'-6" 26'-6" — — — — — — — — — O If If 2x6 WALL @ 34 1/2" HIGH ROUGH Ax June 8, 2018 9 1 OA a - � ,- �. R 9673 tt I D � {G Ovan G. Drummond, AIA I AR 96399 Manuel Gonzalez, AIA O Sang-Yub Lee, PE - W —1 Ld CC)- U Z w N LLQ o� , j 00 C cn a LU L' (V E d � � LL _ _ Z a)a c U R & SH � 0 o 6 FLAT SOFFIT @ L c w ra Ln r) -� E Q Kt J X� _^ T V , J J _ O ri N N H 1 41.011 N 9'-0" U.N.O.Ilk 91.611 (TYP.)- I I : w ^' C.k". w to o — �'t� 42" HIGH STORY W I IF- '� `�l F-- I N A 12'-10" 1> o 1'-6"'-11" , .� BALUSTRADES °5A\SPACED TO REJECT _TWO FOYERo 20'-4" CLG. ^ "' Ln FOYER 1 1"CAVE 4611 () - -�--- - 0 I..L i D A7.62 U 11 „1_ 7 \ A 4 SPHERE II 13 8 11 ,_„10-0 8 12 7 CLG. I,11 I5 N 00 Z -0 1 21 -OT' � ENT Q ( (D I TI 3 J O i - 1 LUco? ' w l f C i LCL.; 101.011 LG. o N M - 11 n N ° � U_ Ln LU w its ILL {!) �RIAL NUMBED 1014.2 --------------- N I I I ' I ' PANTRY 1 N STUDY 2ND FLOOR 2 O 00 0'-0” CLG I ,- 10'-0" CLG. LINE I p 11'-0" 4'-0" 5'-4" °' j 12'-4"2 I '-10" I I , ' 00-10 10 1 LLJ 0 — — — — — — — — — O If If 2x6 WALL @ 34 1/2" HIGH ROUGH I 10 x10 AIR 1 JUMPEI _ \ HALL 5'%"' Y-6 1 10'-0" CLG. I I rB I A7.62 I I 281-311 FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" 74'-0" 71.711 SHINGLE ^ V I11 _1 N MT I A�CCE� 91_211 STEPS 1 21'-6" OP TWO CAR CDI GARAGE 301-811 1 11 9'-0" CLG. I WATER SOFTENER LOOP O -------------- w I I � O U_ 1 II 16" LU z, I I I I I i I ] N N COMMUNITY DEVELOPMENT APPROVED ,DDITIONAL NOTES, SCHEDULES, & DETAIL' AN BE FOUND ON THE A3.N SHEET. (W V DC W U U U Q LUm U z Q TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING Ax June 8, 2018 � OA a , �. R 9673 I 10 x10 AIR 1 JUMPEI _ \ HALL 5'%"' Y-6 1 10'-0" CLG. I I rB I A7.62 I I 281-311 FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" 74'-0" 71.711 SHINGLE ^ V I11 _1 N MT I A�CCE� 91_211 STEPS 1 21'-6" OP TWO CAR CDI GARAGE 301-811 1 11 9'-0" CLG. I WATER SOFTENER LOOP O -------------- w I I � O U_ 1 II 16" LU z, I I I I I i I ] N N COMMUNITY DEVELOPMENT APPROVED ,DDITIONAL NOTES, SCHEDULES, & DETAIL' AN BE FOUND ON THE A3.N SHEET. (W V DC W U U U Q LUm U z Q TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW, June 8, 2018 OA a , �. R 9673 D � {G Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE 72328 W —1 w J O 0) ,--1 CO U Z w N LLQ o� , j 00 C cn a LU L' (V E d � � LL _ _ Z a)a c U CL< � 0 o 6 Lli V1 O L c w ra Ln r) -� E Q Kt J X� v � J J kD O k O ri N N H 1 I I : w C.k". w to W F-- W LU 3I a 1> () 0 I..L i � 1 j U N LU J Q N 00 Z Q ( (D I TI 3 J O i - 1 LUco? ' w l f C i LCL.; :t LU Y N I I o N o U_ Ln LU w its ILL {!) �RIAL NUMBED 1014.2 Z LL O C) z Z: Qom zc�nw Ilii W O a a% ac z 0° 0 W o LU � O a :�-: z I w Q CO >> a LU r-1 O mo = z=F- Q F - p z 3:O (/ ) J W Z O w 1-4O w O Q Lu z <c C3 LU Of LU0 U Uj O Q LU af 2f � O LU>- z = Z w 0 � O J � z J =Q � O O LL LU 00 J CQ w O (!) Q V O Q U) a�LU V i W Z Co �LU �Z Q W a_ C:)zw mQ> J Q J J � J C) Q ��Ln O C:) U) O 9:1:f UO ao� o� a O z _ co O F— in U) nom CC) ED ��clLLU LJ M Z = LU U') w U) J W LU U_ Q_ m (D c)-- � �o� �zcl LU zO 2:wcn =(DW0 F— a¢ZC W F— m a C Z w LU U LLJ zz=� z U) W WIca- Q W U-) C:) Q W 1Zi W o � QLLJU =) M W U U) W z O W LU z z z � 00tH Z a cn O LLJ L O Q O 2 a w Q .-� g w z wLL- zQ w LL- Z w O Qw�V _ z=zo w��m oo= QLU b�� wCo LL 1Z J i 1OOw Q U F— O I A — � - F-- I I I I I I I I I I I I i I I I I I I � I I I I I I I I I — — — — — — — — — — — — — — — — — — — — — — — — — — SECOND FLOOR PLAN SCALE: 1/4" = 1'-0" 0 lc:t N 1 N 0 N 11 I I I I I I I I T—j /'� A7.62I r -L, r1 13'-5" 3'-11" 6'-1" 3'-0" 42" HIGH GUARDRAIL W/ BALUSTRADES SPACED _ TO REJECT A 4" SPHERE O >:.. FOYER BELOW 20'-4" CLG. ----- — — — — — ........ fTi 11-8" 3-1111 14 11 FLAT SOFFIT 1 11 _ @ 8 -0bo ri A. F. F. L, R&SH Ln 15 N BATH 3 13 9'-0" CLG. 91.911 61.511 N �O BEDROOM 4 9'-0" CLG. 6" 16'-2" I I 8'-5" 3'-4" 51.911 I 3.1011 1. 3'-511 1. 171.211 SHINGLE 37'-8" RE CIM I � i i i i i I June 8, 2018 SECOND FLOOR PLAN SCALE: 1/4" = 1'-0" 0 lc:t N 1 N 0 N 11 I I I I I I I I T—j /'� A7.62I r -L, r1 13'-5" 3'-11" 6'-1" 3'-0" 42" HIGH GUARDRAIL W/ BALUSTRADES SPACED _ TO REJECT A 4" SPHERE O >:.. FOYER BELOW 20'-4" CLG. ----- — — — — — ........ fTi 11-8" 3-1111 14 11 FLAT SOFFIT 1 11 _ @ 8 -0bo ri A. F. F. L, R&SH Ln 15 N BATH 3 13 9'-0" CLG. 91.911 61.511 N �O BEDROOM 4 9'-0" CLG. 6" 16'-2" I I 8'-5" 3'-4" 51.911 I 3.1011 1. 3'-511 1. 171.211 SHINGLE 37'-8" RE CIM I I June 8, 2018 e W I I I = < L — -i CD rA W I � I � LO U U V.62 I U Q W m U z F- C) Q I N �. j� I ('V I �O I o I I � I N I I� S^� 4'-6" COMI<IUNITY DEVELOPMENT PROVED TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW, June 8, 2018 ♦ eit nZ I l 4 , AR 9673 ' Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE 72328 W O 01 __j O Ql Go 06 U < W) <cry N . N W d > O L LU Q LLJ L LLL - Ct � z -j a Q) -0o 00 LL < E L l) U N QI'01 I'D O DO a N n E 1 Lam.. �..y LU �:., W LLJiLU i— t5�1 z I € Q cD i o > z a CL W � Q U i LU I N 0 . Q [ O j J � O Q t� C� Lij LLJ -T - f jLU V M i Cy z f Of 'oo - M :LL - o Q z (D LU LLJ L 1014.2 Q >L C) U a� 0 a Z LL �o �z z ¢ O � zc�n°LL�, C) a af oc z `n O w J LL. CLU .) z wLLJ Q � > o C)0=) LU z = � Q�z 0�0 J w Z Ow0 w O 0 z Q�o LU w z U En ¢ LU a O w} Z = z w � Q � pOLU w J ►— z J = Q �oOff ��o LL � d J U 13:� m � OU Z ¢cea 0 0 vi Qce� V LL. L Z o0 Z Z U�oLUQ HLy CL � z w In ¢ > J O J J � J oC) h LL. (In o�2 J O oC Cn 0 a O z 0 = m U F- C� Lf) �v o(D Q LU mmw� In ED Q I Z= I L L I LU- U) U) J w af ¢Ln >_ CL W�In C)r-wz �00 Z LU z 0 2: w LU W 0_ H oQZC w F- or - In In cx. ¢ > O Z Z = � Z W Q ¢ LU Lr) 2 Z w O oC Cn U) j aW Z W D � LU Q _ wF- Z 0 w ZZZL- O Z 0 cn a V) O 15 z z w O Q ¢ O Ln - FLU — g o o z wLLzQ z v � o w �2 Qw�LL F- U F- X: Z O C7F-~"z W 3: In LU O = to cn QLu b�� LU In w J Z J LL J OO u - Q U P O CDOORAGDOOR SCHEDULE (�7__DOOR CALL -OUT LOCATION TYPE SIZE REMARKS 1 THERMA-TRU INSULATED ENTRY DOOR 3'-0" X 8'-0" W/ (2) 12" SIDELITE / TEMPERED UPGRADE 2 OVER HEAD GARAGE DOOR STEEL 8-0" X 8'-0" NON -INSULATED RAISED PANEL / DESIGNER STYLE 3 SLIDING GLASS POCKET DOOR 9'-0" X 8'-0" TEMPERED 4 DOOR 2'-8" X 8'-0" SOLID WOOD NOT LESS THAN 1-3/8" / OR 20 MINUTE FIRE -RATED 5 HOLLOW CORE POCKET DOOR 2'-8" X 8'-0" VINYL / LOW E / TEMPERED 6 HOLLOW CORE DOOR 2'-4" X 8'-0" VINYL / LOW E / TEMPERED 7 HOLLOW CORE DOOR 2'-6" X 8'-0" / LOW E 8 HOLLOW CORE DOOR 2'-8" X 8'-0" / LOW E VINYL / LOW E VINYL / LOW E / TEMPERED 9 HOLLOW CORE BI -PASS DOOR 5'-0" X 8'-0" SINGLE HUNG 2828 10 GLASS SHOWER DOOR 2'-0" X 6'-8"TEMPERED U 11 HOLLOW CORE DOOR (2) 2'-6" X 8'-0" 12 HOLLOW CORE DOOR (2) 2'-0" X 8'-0" N Mt0 13 HOLLOW CORE BI -PASS DOOR 6'-0" X 6'-8" U 14 HOLLOW CORE DOOR 2'-6" X 6-8" Uj Ln 00 15 HOLLOW CORE DOOR 2'-8" X 6'-8" O E O 06 E (�t:WINDOW TAG WINDOW SCHEDULE SHN WINDOW CALL -OUT LOCATION TYPE R. O. SIZE REMARKS A SINGLE HUNG 3060 36 1/2" X 72 1/2" EGRESS / VINYL / LOW E B SINGLE HUNG 3050 36 1/2" X 60 1/2" VINYL / LOW E / EGRESS B1 SINGLE HUNG 3050 36 1/2" X 24 1/2" VINYL / LOW E / EGRESS C SINGLE HUNG 3040 36 1/2" X 48 1/2" VINYL/ LOW E D FIXED GLASS 2020 24 1/2" X 24 1/2" VINYL / LOW E / TEMPERED E FIXED GLASS 2816 32 1/2" X 16 1/2" VINYL / LOW E / TEMPERED F FIXED GLASS 4060 48 1/2" X 72 1/2VINYL / LOW E F1 FIXED GLASS 4060 48 1/2 X 24 1/211VINYL 48 1/2" X 72 1/2" 36 1/2" X 36 1/2" / LOW E VINYL / LOW E VINYL / LOW E / TEMPERED G SINGLE HUNG 2060 H SINGLE HUNG 2828 INSULATION SCHEDULE LOCATION TYPE R -VALUE U.N.O. CEILING @ LIVING AREA FIBERGLASS 38 EXTERIOR WD. FRAME WALLS FIBERGLASS 19 WALLS TO LIVING AREA FIBERGLASS 11 W Q9 W Cly O 1 6 U LijQ m I J :4k a WR wo W J TO THE BEST OF M) KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPI It', WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFR I AS OF DATE OF CERTIFICATION BELOW. June 8, 2018 .f f , `• R 96730 30 R} ` A.\ G ED A� Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE 72328 W (Y o rn w o rn r_4 00 C) U) U zUj ) ui �cj)^ { O w -� N Mt0 Z d� �_j U z < a�-0o � Uj Ln 00 L 00 M � �U LL -� O E O 06 E _ <0 N U J -� r 10 O <C 10 0 N .� C7 Z z cn ; LU LLJ Lij I vLLj ct7 j E i LU y.a LLJ LU ocl- z xf f Q U N LU N N Z �'€ o o, cn LijZ w +:.a_' LLi €. { i J Q 0 cZs LU LU0 V LU z iC) 'z M .: 0 LU ' O w C) LL 1014.2 O z w � z z w LU ZD � Of m LL_ J oLU po cl- z I w Q >�m 0 �0 LU Q F Z 0�0 ocye Lf) >o w �-+ wQ O Q z Q o LU 0 re U -i U (n w �O w � z = Z w 0 o®� � Z J T- a ��o U_ c) LU 0 J U m oC ,-, ce OU Z Q cj,� d O0r2 Q � oC U _ w z 0° z orUj (j) Q W d c Z W m Q > --i 0 J Q O_ O cn cn O � J O CA U �o� OC):� a 0 z =mo Z � O Z W � ~ J ED D ¢ Q O Z = W �U)wU) J W 2 a ce CO C7�Wz ,-a O O �zz� gwLf) =;Wo �zw� m 0 ��z W LU Zz=o Z W cn Q w � �z Ow � w o � LU U =:)OLU = LA LU Lr) Oz -- 0 O cn cn O o� f- a,Za 0 O z LU w z Q Uj LL. z U O ¢ w QUj z = z o oo= w Co w z � Z O � w O w aUk_O ELEVATION NOTES PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR 1' DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED OTHERWISE 2 FOAM APPLICATIONS FINISHES SHALL BE ACCORDING ROOFING PER 8" RAKED EAVE AT TO EACH ELEVATION �� �� TOP OF RIDGE CONTRACT, TYP. DORMER EAVE CORAL -LIGHT OR EQUAL PRE -FINISHED FOAM APPLICATIONS SHALL BE INSTALLED AS PER 3' MANUFACTURER SPECS. U.N.O. BOARD & BATT I PRE -CAST STONE APPLICATIONS, SHALL BE 'STONE AT 16" O.C. TY . I 4. CAST' FROM FOAM FACTORY INC. OR EQUAL, AND INSTALLED AS PER MANUFACTURER SPECS. I I TRIM WORK FINISHES SHALL WRAP ALL OPENINGS 5. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE 802 — - - - - - - - - - - - - - TOP OF HEEL AT DORMER METAL WORK IN INTERIOR AND EXTERIOR RAILINGS 5.2.0 -- -- -- -- -OPENING i TOP OF PLATE 6. AND APPLICATIONS TO BE FAUX WROUGHT IRON ALUMINUM FLASHING THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, I I 7. ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE I I ARCHITECT/DESIGNER I I THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING I11111 IT 11 WITH THE SUB -CONTRACTOR / MANUFACTURER ANDFLAS ING I I C I 8. THE ARCHITECT/DESIGNER IN WHICH ALL 00 ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND APPROVED PRIOR TO INSTALLATION_ 2ND FIN. FLR. - 9 ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING - - - - - - - - - _ _ _ _ _ _ _ HEEL HT HEIGHT OF COACH LIGHTS WITH TOLL BROTHERS P.M. 5 - - - - - - -_--- TOP OF PLATE o I I .2.6 L I 1 I 3 _ ADDITIONAL ELEVATION NOTES: I = M� I 5.2.6 0 `r 1 - PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" HEEL I o 2 - ALL HIPS TO BE MANUFACTURED WITH A 1 1/2" OFFEST AT CORNERS ------------- ILL o Im! I I1 00 ILLI I 3 - ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN ADDITIONAL 1/2" DROP1117 1101 7 FIN. FL, T ; i.. I ,._ , 6}r: I Y Li I I :.. ; FI I I i - - - 6 W 10 5.2.6 5.2.6 � Q FRONT ELEVATION SCALE: 1/4" = 1'-0" SHINGLE W V 1 U U U Q W m U TOP OF HEEL TOP OF PLATEr F71 I I -i - t 1 COMMUNITY DEVELOPMENT FI ~/ , II I i I II I I I iL APPROVED I I III IL IF L11 _ TT ! I p 2ND FIN. FLR.rh HEEL HT r �i -! T 11 TOP OF PLATE ;..._- I -- T rl - - I - , TI I - - - - - _ _ - - - - - - I I I I rt;- _. .. i i _ ._. i : TI -TIF TI ! 1I_-jj Fr T-I_'� ff_' i _f _ !- -T -; _ 11TT -(T T� I i 1T T I I I I 7711-11 i i , CD I I I _LL i : I rt i i i i - I I i II .(, I I I( _ _ 1 F , !FFi tw v-4" HARDIE TRIM Q RI HT ELEVATION _ SCALE: 1/4" = 1'-0" SHINGLE ASPHALT SHINGLE ROOFING _-A Ft TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON TMIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE Of CERTIFICATION BELOW. June 8, 2018 . r� V , t i A R 9673 l 3 rr A. RED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE 72328 W [Uj00 y o rn CD rn w � N Z � ®w O J f `�/ LUL/)L c co CL's � Q U N r` _j 0 0 i 0 t.t... _LU ce LU LU 3 I Z �I w W 1 hili U N W J Q i N 00 N Z Q O jjtit W i R ILn <cc U z O i Q `w N (0 l� LIQ zO SERIAL NUMBER 1014.2 1014.2 z � � z z zc(j)n°; ((ii w 0 a o% oc z 0 w J o O LLJ a � o z I wLLJ -r- ¢ >~ O LU �-1 o®s Z = ►- ¢ � Z O LU cn O > O > w LU O Q Z F- LUo LU Ce LU U (n Q w � O a wiz = z w inf 0 LL - 0 J � Z � 2 ¢ U O � C O LL- Q - 0 0 0 J m O! LU U Z a- 0 cn Q�Uf Ui w z y Z Z 'ULJ �¢ w � z w co ¢ > J 0 J J � J C)LL. LLJ oh o�U) C:) U) O ceU� ao� O� ce 0 z =m0 F- oLf) C) v)o Q=5U� m CO J � Lu.<Q Q Z = --- w U) U) J w of ¢ (J) >- �C)'�m L7C)c�wz � C) 0 < � w cn �gw(n (nwoz = U V O F— ¢ LU ce CO 0- M -M ¢ >O w U Ln ¢ Z Z = 0 Z wc�nQ¢ LU = wMo ofU)U)�n o'¢zw o LLJ Q p w i zOow� V) LU zz � �z®z o�zC) z w O Q � 0�� U�w¢ LU LUoz w w z ¢ L7ww Z w O o z=z0 LU U) m C:joLLJ =� Q�O� LU LU Ca LU Fy z J U LL. 00Li- ¢ U O I I I I HEEL HT _ FAUX SHUTTER FLASHING TOP OF PLATE N - 0 0 FN. FL. ROOFING PER CONTRACT, TYP. R AR ELEVATION 5:z.6 SCALE: 1/4" = 1'-0" SHINGL FLASHI ROOF SLOPE PLAN SCALE: 1/8" = 1'-0" COMMUNITY DEVELOPMENT APPROVED SHINGLE 12" OH 21'-1" 8" OH AT RAKED 12" OH AT RAKED GABLE TYP. UNO ROOF VENT CALCULATION ATTIC AREA (TOTAL UNDER ROOF) 4921 DIVIDE BY CODE REQUIREMENT 300 O 16.4 u..r -1 O M r-1 00 M 4-1 06 80 Z w Q vi V) cV W J R AR ELEVATION 5:z.6 SCALE: 1/4" = 1'-0" SHINGL FLASHI ROOF SLOPE PLAN SCALE: 1/8" = 1'-0" COMMUNITY DEVELOPMENT APPROVED SHINGLE 12" OH 21'-1" 8" OH AT RAKED 12" OH AT RAKED GABLE TYP. UNO ROOF VENT CALCULATION ATTIC AREA (TOTAL UNDER ROOF) 4921 DIVIDE BY CODE REQUIREMENT 300 MIN. NET FREE VENTILATING AREA REQUIRED 16.4 NOTE: FBCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO BE CALCULATED AT 1/300 PROVIDED THAT 40-50% OF THE REQUIRED VENTILATION IS PROVIDED BY ROOF VENTILATORS LOCATED WITHIN 3'-0" OF THE RIDGE OR HIGH POINT (UNLESS CONFLICTS EXISTS) MEASURED VERTICALLY, AND THE BALANCE OF THE REQUIRED VENTILATION BY EAVE OR CORNICE VENTS. TOP OF I I � 1I I i I I 2ND -I TOP OF PI -FN. FL. LU oC W U U U LLJQ co U z Q x ASPHALT SHINGLE ROOFING DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. June 8, 2018 d. OF FLO •�Q'" !"b'riv U s , • ' e s *1 Ai 1. 96 t kR Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE 72328 w u..r -1 O M r-1 00 4-1 06 U Z w Q vi V) cV W J > 00 o w < Z: LJ 0 LL U �¢ W z A/ T CL a)-0oq C ��y/ t1. 0 L GOCi1 N L tCi 6 E J �¢ U N o O (0 5, (!i w f tij- i I LLI w LLJI LU w LU Q9 biz wl � � Q U w N OO ¢ O lD o (D CDf E CD LU U w j _ %„M 3 i i �z I� w a (D IU) w !O 'O 'oC z Q N `o kJo I— • j W �I w Ln W oC Q UJI SERIAL. NUMBER 1014.2 i1 O U a� 0 m O Z U z Z zcU)nw O mace oc z m O w J w M LU � O a 3 o z I w Q > m O M C) z = � oho o>o > w Lu OLU Z O LuCl� LU p U (n Q w af O a 0 w � Z ui= Z w Q �o F— Z J 2 Q o w 0 a- J U C)e m aC UU Z Q op cry Q ce vw z °° ~zz ��UU Q LU a O~C)cfz w OJ J � J Q LL_ (/ pC)cn O f ofU)t5 CL o�� a o z LUO F— U) �(`%?o(D Q W U) mmw� J � LU Q o 0 z = LU Ln U) J w LU afQ EX. m C7 oC w Z O>5 - O Q z LU z O 3;-wcn _ w O H ¢Z W H 0 0 � aZ w 02 z z = o z Lu — <c a p = z w on O oc cri Ln O w w D � LU V = _ LU F_ O w U) z z � O Z p cn U) O LU O_ QOcn af Ln c)rLU ¢ LU 0 Z w i Z Q U LU U_ Z w f: O QLU z = ;2: O z LU w m o C) b I pwomuU ►-ZJU J ZJ LL_ JOOLL Q U F— O ROOF PER METAL FLASHING 2"x4" OUTRIGGER 211x11 VENTED SOFFIT 1X6 TRIM ------------ SIDING PER ELEVATION 1�-0�� 0 :ERHANG TRUSS LAYOUT BY ENGINEER WALL PE PLAN 1 GABLE END DETAIL 5,2,6 SCALE 1"=1'-0" CID N INSULATION AS REQUIRED STUD I 5 LAP SIDING DETAIL A5.2.62 SCALE 1/2"=1'-0" SF.._..._ A 4" SPHERE s RAILING 5,2,62 SCALE 1/2"=1'-0" 2nd F.F. Ln SHEATHING WATER -RESISTIVE BARRIER JOINT FLASHING AS REQUIRED NAIL PER MANUFACTURER SPECIFICATIONS LAP SIDING CONCRETE FOUNDATION SIDING 5/4X SL PED 7 a1` (a).WINDOW DETAIL 5,2,6 SCALE 1"=1'-0" 10.1 N 21-111 -7 cni iADG SQUARE t. *SQUARE o F, UU I tKIhUS I 21-1L SHAFT DIAM. BRICK CAI BRICK VENEER 21.411 3 OLUMN PILASTER DETAIL 5.2.6 SCALE 1/2"=1'-0" COMMUNITY DEVELOPMENT APPROVED FLASHING 1X2CAP FIN. FLR_ 1 X 6 TRIM 1 X BLOCKING CAULK AS NEEDED 6 TRANSITION DETAIL 5,2.62 SCALE 1"=1'-0" 10.1 A5.2.6 C I X6 HEAD 1X4 CASING 5/4 SILL 1X6 APRON (7 WINDOW DETAIL 5 , J12 SCALE 1 "=1'-0" lu U LINULUSUKL Ut I AIL 5,2,62 SCALE 1/2"=1'-0" 0 Ln CD �o Ln FIN. FLR. 1 41-5/ff 5'-0" PLAN VIEW 0 [V ._�_.. —i I I-- ( I BRICK PAVERS FOOTING (PER STRUCTURAL) 0'-0" FINISH (=4 FRONT & REAR COLUMN DETAIL ".2.SCALE 3/4"=1'-0" SHINGLE SIDING 2"x4" 1/2" SHEATHING 4"x4" POST CAP ABOVE. A � 10.2ZC ENCLOSURE DETAIL 5,2,6 SCALE 1/2"=1'-0" 5Y11 K ;4" TRIM (4" WOOD ST :XT. (10.1 C ENCLOSURE DETAIL ".2.SCALE 1/2"=1'-0" C Q TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS Of DATE OF CERTIFICATION BELOW. -f: '..�.�� June 8, 2018 ....� ... _._ :. ...I I Ij f i Y , .. I I i I ., _... y • L y • AFS 9673' t't1 (=4 FRONT & REAR COLUMN DETAIL ".2.SCALE 3/4"=1'-0" SHINGLE SIDING 2"x4" 1/2" SHEATHING 4"x4" POST CAP ABOVE. A � 10.2ZC ENCLOSURE DETAIL 5,2,6 SCALE 1/2"=1'-0" 5Y11 K ;4" TRIM (4" WOOD ST :XT. (10.1 C ENCLOSURE DETAIL ".2.SCALE 1/2"=1'-0" C Q TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS Of DATE OF CERTIFICATION BELOW. June 8, 2018 Y , � y • L y • AFS 9673' t't1 1Q ♦ ♦`R Q 1k Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE 72328 W M w O ,4 00 ( j� ZLU Q 5 d� V w co o w O� <C w i 6.. _ ZLL U CLp -� CL O -0 v ��y/ C11 VZ C7 co Q fu aC Ln L1. —� CO 06 puN E TZ d U N r\ JO N f � I i p E j LL ua I �j LL7 UL f " SEW Iw e z J (r O !� I I U N LU J N Q O 00( J p CD LLx LU a. a 'aLLj tJ (' ") J I— w N Fz N �J LL I L, q< .O p___4 W X LU 1014.2 U- C:) � z z QoLn zc�nw LU UJ a oc Z O° O w LL- O LU a o i w Q > H O D 0 LLJ= Z = F- < F Z O LU U) O > O > W Hw O ,-, = LUU U LU Ce LU U O Q w a cr-1 cej 7 � O LU Z = z w � Q � o0 oJ F- z J = Q � � O LL. p d J m U � U Z Q ce a O U-) Q af ce U LL. w Z m Z Z ce � Q w w = a � Z w OD a > J O J _J F- D J O 0 0 J O W L a Do O z = m U F- n (n �u Oz(D 75 U)- m CO J � LU Q Q Q Z = LU �i U-) W (f) J w Q:5cn>- aoCm C7 oC w z O > O Q z O LU U 2: LLI Ln _ � O H Z w H CO ce 0- M 0 Q >O w U Z Z = c� Z LU -J LU Q U) w O 0 U) O w w 0 = ¢ Q Q = w w z0w� = O pr - U) C:)= z O a cn Oz O F- LU Q O f H a w Q Z: � 2 o o z LU LL z _Q zU�Ow can CLU w � z = Z O LLL �LU oU-) Q��LLJ � Lu co w U J Z J u- JOOLL QUk-O TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. June 8, 2018 t' i- Fj,0 f ` k (( 0 � 1Y ` A., . 14E Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE 72328 W O 0) w -j r -I 00 [� (� 0 Ln a_+ V Z w N Wc� > 00 Q �r4 LU L N 0 u- �j''' Q w V � wz J U- �L \✓0 Z w cn U � 00 M L-+- 00 aJ M Ln s : 3 < J O',I-< - J = Q cs p N U r' J _, -' Q t.0 O aN o iI a Z a .. pI <W w 1 � w tijE W LU Hq ALU J LU O :> r- �\ � a_LU U LU J Q G N Z Q O vv "l J o! ,I w 1 LU< LLJ LU Cl c cn �y z i O Cn '� ZD co jSERIAL NOMBER1014.2 9 z LL O �z z Qom oLLJ�w _ uiw0 =:)acif cx� z m 0 w J LL 0 � O LU CI - i0 w LU > ~ O C) O = < Z O LU U) J W Z 0 W C) w O Q z Q � O ce w Z U (Q LU O 0 wr z = z w LU �o OO LL 0 LU d J U p[ m pwC O Z Q ca:� a � 0 U.) Q� LLI U � w m z =zo z reuQ `L' LL' =a Cezw J C) -J J J Q LL- LU 0 Q (% O U) O p[ �[ J O � d � LU O� a O z =m0 CD U') no(D aW�z mmw� J � LU � ¢ Q Z =W U)� cn 0 U)J w _ QLn :5U } CL C)c'm (D oC W Z O > O 3: Fes-- w O 2n U U) w z (n w o _(DU(DD W 0 m�la- m a > O zz=o z w U) J a p =z w u) O oC U.) U) (J O w Z w LUMor- = Q Q U0 = U)Ui Z O w LU z0zz� C:) U) 0 �o CoQZ1- w ,_.., Qc)= � cl- LU o o z w LL z Q z U O LU af LU QLU z = z o �F�z LU U) m _U') LU CO 0 w w ,—, Z J J Z J l. L. O O w Q U F- O MASTER BEDROOM MASTER BATHROOM ------ ------------ ►�� DINING R, ►�� FIRST FLOOR I SCALE: 1/4" = 1"-0" I I BEDR60M 2 i ................ HALL FOYER LU C� oC w V J 0 U U U <r m U H� z Q TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW, June 8, 2018 OF FLOC 0n<' % I a a� R 967 ri Q`ED Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE 72328 W O w ,-I 00 C � Ln DD 06 [� Z W Itt Y 4� W 1 >�'� 00 O t! I © W L N {i W - i7 L LL Z _..,. 0- r —j 0 C::)U ry W V) 0 O L r- 00 i J -' C L I o E0co E RtN J = Q °- U J 10 O �0-1 O N - LLO LU �; 0C w; LU LU ,J gym' LLJ LU Z LU V O cn CL f Q U N LU N N Q i 00 Z O �o J 2� O E g N ZD iC) LU ;Z LL - tij W rLL- --i w Cl 1014.2 cc m F- O z LL- �o Mz z Q O 11.4 z cin O2-:_ woCH cn LU O Z:) a af oc z m LU J LL_ 0 - O a D z I w Q > F- O_ LU F - =)w z x � Q��-,z LU U) O > O > w Lu O Z QO LU p Of LLJ U U)LU 0 af a - Q w a O Cl. LW } z = Z w oC LU O J ~zQ ( LL - oma 1 o LL- LU 00 J U oC m af ov z Q�a O V) a�LU U LL. w Z m Z LULU Q LU >- CL � z w mQ> J O J J J Q LU Ln O V OV / � J O af U LUo� O� a O z =m� z�C)z Qw�� mmw� J � Lu Q Q C) 2!A LL.) ��wU) O U) LU LU U2 Q � L �w 03 �z �o>5> 0 �zLU zo ^ g Lf) c V / (D Lu L_� O M LQZiJ L W CL- Z oQLU �o z z = o LLI (D U) — J Q LU U) Q a Uj Lf)= LU Ln O oC U) Lf) O w z w 1--L LU = p Q = p w cn w z0w� z;LU z� cz�OOcn z a Lo o 2M oQzw�, Q O o7 F- n- LU > 2 w Z Lu U- z Q (D w LL- ZLUrO �cn°r- w Qw�� z =Zo �z ww° =Ln Lf) �F� Qbo� inwoow �zJ� J Z J LL- JOOtL Q U H- O SECOND FLOOR DIFFU ER LAYOUT SCALE: 1/4" = 11-0" 0 I_ __............. ......... ....... ............. ..... .__. __ SHINGLE DIFFUSER LEGEND ® SUPPLY RETURN j ® EXHAUST FAN FOR REFERENCE ONLY U U U Q m r ow TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. June 8, 2018 1 ! 1 s t t q k ♦ 5 k °Sg kt Add 967.E .• t r A a Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE 72328 W LLj � O 011 r-4 o 00 U z W (n N W tic >C) L2 �..� ® Uj L N O M -i Q o V L i Z u fu -- a � 1 °_j Q 4-1t w-°00 0 ry O N JE L O 0 00 E d- us < U N J --� 1.0 O a 0 N C N � C3 LB,.. z j1 i 1 ce Ltj W w w 3 w Uj ate, Q . (D wiz LU LU JI U N LU { Q N Qk o C=) LLS ZDI O f LU Nw :o N ,rte C) W Cn w icn RRAL ", ; 1014.2 fl_ L Q U fu fl_ 0 L Q.- .. O u z LL_ 1--1 (D �z z QoU) o�w LULLJa oc z O W LL_ J o � O a3�:2 z I wLLj Q �>LLj CO w o O x z x �- Q F z oho LU c):f cn owC w O Q z ED o pe W z U Lf) Q WaCC C wiz = Z w � Q � �o ooLU LL_� F- 2;- = x Q ��o c) a J U p[ m aC:)C o p ca Q�LL1 V i w Z OD z z LUj ia w a m¢> O J Q LLI C> oC) � 0 afUU ao� OC):f a O z =mo �oU) ) C_ (j) cis J LLJ z x o w U') W (!) 0 U)J W LU Ux Q U a fy CO C7 oC w z �0�> 0 x QZLU zo 2::Wcn cnLUoC F—Zw� m 32 w LU U) z z = o z wUQ¢ ao=z w U) O acviU-)� Ow w o � oxo ¢moo= 1� W E— z V) F- Laf pz z O cn O Qoca-, F-aw21-1Q LU LU z w1w z Q Z w Uj LL. O ni 0 cc Z = Z O w cu� m = Ln Ln��� <c bLU w m w J Z J LL_ O O w Q U I_ O ELECTRICAL LEGEND INCANDESCENT FIXTURE - WALL MOUNTED SINGLE RECEPTACLE RECESSED HIGH HAT DUPLEX RECEPTACLE ® 240V RECEPTACLE SWITCHED RECEPTACLE DUPLEX RECEPTACLE (220 VOLT) �] SINGLE FLOOR RECEPTACLE 0 DUPLEX FLOOR RECEPTACLE FO SWITCHED FLOOR RECEPTACLE 12X24 FLUOR. FIXTURE QUADRAPLEX FLOOR RECEPTACLE GFI GROUND FAULT INTERRUPTER (GFCI) W P WEATHERPROOF GROUND EP ELECTRIC PANEL VP VAPOR PROOF ® RECESS INCAND. (EYEBALL) FIXTURE ELECTRIC CO. METER SINGLE FLOOD - WALL MOUNTED GAS CO. METER DOUBLE FLOOD - WALL MOUNTED �j SINGLE FLOOD - SOFFIT MOUNTED SMOKE DETECTOR DOUBLE FLOOD - SOFFIT MOUNTED ..... __ _--- _.. SINGLE POLE SWITCH HANGING / PENDANT - CEILING HUNG 3 WAY SWITCH INCANDESCENT FIXTURE - CEILING rani iKiTGn � INCANDESCENT FIXTURE - WALL MOUNTED ® RECESSED HIGH HAT 2 FT UNDER CABINET FLUOR. FIXTURE Nvt , 1 , 3 FT UNDER CABINET FLUOR. FIXTURE 48 4 FT UNDER CABINET FLUOR. FIXTURE ® STRIP LIGHT D 12X24 FLUOR. FIXTURE D 12X36 FLUOR. FIXTURE 0 12X48 FLUOR. FIXTURE W 24X48 FLUOR. FIXTURE SS EXHAUST FAN �o EXHAUST FAN W/ LIGHT M' ELECTRIC CO. METER �.M. GAS CO. METER ® SD/CO SMOKE DETECTOR/CARBON MONOXIDE DETECTOR_ SD SMOKE DETECTOR _ ..... __ _--- _.. SINGLE POLE SWITCH $, 3 WAY SWITCH $, 4 WAY SWITCH ry 0 DIMMER SWITCH 4 PUSHBUTTON R DISCONNECT SWITCH QQ JUNCTION BOX © TV JACK v PHONE JACK - PREWIRE ONLY QT THERMOSTAT O PHOTOCELL - SOFFIT MOUNT Q PHOTOCELL - WALL MOUNT 0 ELECTRICAL PANEL sP SPEAKER WIRE FROM TOP OF WALL _I KEYPAD ® CHIMES E TNT. STRUCTURED PANEL (A.K.A. SMART BOX, COMMUNICATIONS BOX, MEDIA BOX, HOME DIRECTORY) INTERCOM FOR REFERENCE ONLY rwA Z' MASTER \ BEDROOM 1 1 I 0 1 1 GAS TANKLESS W/H SO- OPT. \ BEDROOM 2 \ OPT. POWDER RM- I ......... '....... .._..............._......... ......... ...... .._..... ......... ... ............. ..... ... .......... .......... ..... ... ._...... ... ......_..... _.... _.... ........ . cn .... . _ w _CO p n ---- ----- __----------- (D GREAT ROOM �'-Oa M WALL MOUNT ATO 2ND. I I ,/� FLR. LIGHT I I / 71 \ FOR G.D.O. - -- '~ANTR \ vvr vrk-i af CL11'_1LL 161_01I PROVIDE \� 1 VERIFY LOC. WITH TOLL BROT,RS FLOOR DEDICATED G.D.O. V.M. PRIOR TO POURING SQA OUTLET WP GFCIV - - STUDY -ATTIC ACCESS W/ )Lj—f --! ------ —/ —----------- ,� /- LIGHT & SWITCH �-/- FOR HOOD VENT) LGAS COOKTOP FIRST FLOOR ELECTRICAL LAYOUT SCALE: 1/4" = 1'-0" SHINGLE &WP GFI WATER SOFTENER LOOP SURFACE MOUNTED %4" EMPTY CONDUIT TO 2 ELECTRICAL ORICAL PANEL ___j�PLATE IN GARAGE BLANK WP GFI E.M. i A/C COMP. #2 A/C COMP. #1 LU (D W O U U U LUQ m z Q �I TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATEOF CERTIFICATION BELOW. June 8, 2018 ^ a "7M._ r Nvt , 1 , R 96730 .' A, QED A' Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE 72328 W o rn W J r-( 00 C) ) � Co Uz W ) �- >' W CC >00CD a p M Q _ v _j i = Z L LL a U _j W Ln ',, Q,70o o Cl5 L C ry 0 CO aJ u LO 06 R N J J -' �O o ko N 1 Fw-a 1 n� I _I "A Lij 1 W I ---I Lij w w J z (D a f U N � LU N 00 a (D >_ LLJ �c .I LLj c' Vis,.; ' U' O J U LU U LUI w 1014.2 >Q L O U [a 4-1L ca - C3 0 a z Li O �z z O � zcEni�w O Ly Raaf Z 00 O w O � O ch- 3:o z I w Q LU > ~ O LU � w 00= z = t— o�o J W Z ow0 w O LUz LU Ce LU O 0 U (n z Q w=0 �a� LU } Z = z w F�- Q 2: 0 � O J � Z J = Q � O O r LL- 00 LU J Uafm LLJ C:)z Q�a O O (n - w U z °° z _r o} - w m Q > J 0 J J J Q LU 0 0 � pe US ao� oC):� cef a o z =mo ��o� ¢=cis m °w� J � LU Z = LV Lu c1) O u- J w LU_ cc ( C7a�wz �Z0>� 0 Qzo 2 LLJ z g w (n =LULUo H z LU m 0cf a z w �UQ� zz=o z w�Qa �o=Z w 0 �V)U-)� owzw o � U -i Q=o= �U-)w� z o w =o U-) orf �00(n z a.U) o b o,� z w c--)zQ (n Oz oc Ln a w Q = o o z w LL. C�UwU- LO Q w � F- z O �z �� o U 0 ) QC.:)� w w CO w II ­IM Z J �-J. J z J LL J O O w Q U F- O ELECTRICAL LEGEND (b ISINGLE RECEPTACLE W P DUPLEX RECEPTACLE ® 240V RECEPTACLE ib SWITCHED RECEPTACLE_ [b�] DUPLEX RECEPTACLE (220 VOLT) SINGLE FLOOR RECEPTACLE Fa DUPLEX FLOOR RECEPTACLE FO SWITCHED FLOOR RECEPTACLE D QUADRAPLEX FLOOR RECEPTACLE GFI GROUND FAULT INTERRUPTER (GFCI) W P WEATHERPROOF GROUND EP ELECTRIC PANEL VP VAPOR PROOF ® RECESS INCAND. (EYEBALL) FIXTURE g SINGLE FLOOD - WALL MOUNTED sD $ DOUBLE FLOOD - WALL MOUNTED �j SINGLE FLOOD - SOFFIT MOUNTED $, DOUBLE FLOOD - SOFFIT MOUNTED 3� �- 48 HANGING / PENDANT - CEILING HUNG ® INCANDESCENT FIXTURE - CEILING Mr)] IKITCn sD $ INCANDESCENT FIXTURE - WALL MOUNTED ® RECESSED HIGH HAT $, 2 FT UNDER CABINET FLUOR. FIXTURE 3� �- 48 3 FT UNDER CABINET FLUOR. FIXTURE _.__ ....__ ............ _..... _.. 4 FT UNDER CABINET FLUOR. FIXTURE ® STRIP LIGHT 0 12X24 FLUOR. FIXTURE D 12X36 FLUOR. FIXTURE D 12X48 FLUOR. FIXTURE v 24X48 FLUOR. FIXTURE SS EXHAUST FAN �o PHOTOCELL - SOFFIT MOUNT EXHAUST FAN W/ LIGHT j ELECTRIC CO. METER �.M. GAS CO. METER SD/CO SMOKE DETECTOR/CARBON MONOXIDE n CTCr-rn D sD $ SMOKE DETECTOR SINGLE POLE SWITCH_ $, 3 WAY SWITCH - $, 4 WAY SWITCH " 7 DIMMER SWITCH 4 PUSHBUTTON I= DISCONNECT SWITCH Q JUNCTION BOX © TV JACK v PHONE JACK - PREWIRE ONLY 0 THERMOSTAT O PHOTOCELL - SOFFIT MOUNT Q PHOTOCELL - WALL MOUNT 0 ELECTRICAL PANEL SP ISPEAKER WIRE FROM TOP OF WALL KEYPAD ... - ® CHIMES _ STRUCTURED PANEL (A.K A. SMART BOX, F COMMUNICATIONS BOX, MEDIA BOX, HOME DIRECTORY) INT, INTERCOM FOR REFERENCE ONLY SECOND FLOOR ELECTRICAL LAYOUT SCALE: 1/4" = 1'-0" SHINGLE TV (P (P --_OPTOPT. I II LIVING II AREA 1` b . ....... .. _ W LU V 1 U U U Q W m U z Q TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. June 8, 2018 y :�+�'�� F p� C��y " 7 t Z `• Aid 9673 r Df G Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Sang-Yub Lee, PE 72328 w W O 0) T--1 00 n � u6 06 U ¢ V) N� W cr-V,�00oE W N O ¢ LIJ Z = z ra c J`` W V) 70oo U m L cr O co � 06 _ ¢ a � p N U J �O O oN O N i LL' �I LU pp LLJ Ln W Lij LLJ F- LU' L L7 o :> ; ;z rOU Q ' N I w N 0 I N Q Z O t0 i C=) F� t t ui F - ZD O J U P-4 F- L NLU W I N LLz W O LU 1014.2 LLJ z LL - O in z z Q O cn z c1i ,LU (D = LU C):��- U)a0 Of z co 0 w J O C2 ado z I wILU Q >�o o�� = w z=F_ Q ~ Z in LU I w Z C) C) w O Q z Q cj o pf w z U (n Q Li = 3:o R 2 j>_ Z z w = = 2: C)e� 0 � O J � 2w.< J = U O Ce C � O o0LU U m � O Q °C O o O cn a�� U i w z 0° azo ��a w w a �zw mQ> J 0 J J J Q in oo�`n� Jo afU-)� ao� o� Boz LU ca �oU) ) (D =5 in in w J Waoo z = o w � U, C) inJ w wZV2 F— L7oCwin z z OO �zZo g w in t— z Uj m 02 a z LU Q LU > OU �cnQ z z = in � /� Z V / �� Q LU �Q w � Uj O i3r- cn U) (D u o w=oo Q � in w U) LU zow� z®z� z O �o in z w -, Q QO=M H a w Q LJ o o z LU LL. (DC)wLL_ zwO < c- U E - (D F— m ino=Lf) .�� Qt3Coe-� Coe - LU w CO LU _jOOLLi Q U H- O TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING FLASHING THER LRRIER & HEAD FLASHING TIE-IN 'SECURE INSTRUCTIONS: (ASSEMBLED 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE � VRIER ABOVE HEADER TO OW FOR FLASHING z G� INSTALLATION WEATHER RESISTIVE 2. jINSTALL HEAD FLASHING UNDER BARRIER WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING NU i t5: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) CONFORMING TO AAMA 711-07 . INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS . MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL D3) N.T.S. SEE NOTI WALL SH WITH WE RESISTIVE DrlrcruL:rc nPTnN _ A FLASHING CANT STRIP SILL PLATE NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) CONFORMING TO AAMA 711-07 2. INSTALL SILL FLASHING AS SHOWN ABOVE 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS WATERPROOFING AT EXTERIOR OPENING OR BEAM D3 N.T.S. (EXT -5) CONT. DRIP EDGE ACROSS DOOR HI TO DIVERT RAIN (EXT -1) NOTE: 3. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING WEATHER RESISTIVE BARRIER TAPE OTES: . FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE). CONFORMING TO AAMA 771-07 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE. . INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. 4. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS. WEATHER RESISTIVE BARRIER - 2 DO NOT FLASH OVER BOTTOM NAILING FLANGE WINDOWS TO BE INSTALLED PER AAMA 100-07 1 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING 6" �- SILL PAN &;-�2TYPICAL WINDOW FLASHING DETAIL D 3 N.T.S. (EXT -2) WALL PER PLAN EXTERIOR DOR THIS DETAIL ONLY APPLIES AT EXTERIOR DOORS THAT HAVE NO IMMEDIATE OVERHANGS ABOVE THEM AND DOORS THAT HAVE A SECOND STORY WALL ABOVE THEM. EXTERIOR DOOR rEX-6 HEAD DRIP DETAIL D 3 N.T.S. (EXT -6) WALL PER PLAN RAIN DRIP REGLET EXTERIOR WINDOW EXTERIOR WINDOW EXT -7 HEAD DRIP DETAIL D3 N.T.S. (EXT -7) FLASHING z Q z ' J THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM WILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. (ASSEMBLED M OFF WINDOW) � cn = cn 2 z G� z G) I FLASH G I OTES: . FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE). CONFORMING TO AAMA 771-07 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE. . INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. 4. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS. WEATHER RESISTIVE BARRIER - 2 DO NOT FLASH OVER BOTTOM NAILING FLANGE WINDOWS TO BE INSTALLED PER AAMA 100-07 1 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING 6" �- SILL PAN &;-�2TYPICAL WINDOW FLASHING DETAIL D 3 N.T.S. (EXT -2) WALL PER PLAN EXTERIOR DOR THIS DETAIL ONLY APPLIES AT EXTERIOR DOORS THAT HAVE NO IMMEDIATE OVERHANGS ABOVE THEM AND DOORS THAT HAVE A SECOND STORY WALL ABOVE THEM. EXTERIOR DOOR rEX-6 HEAD DRIP DETAIL D 3 N.T.S. (EXT -6) WALL PER PLAN RAIN DRIP REGLET EXTERIOR WINDOW EXTERIOR WINDOW EXT -7 HEAD DRIP DETAIL D3 N.T.S. (EXT -7) FLASHING z Q z ' J THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM WILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. M OFF R 96730 .' . A% -.0 D ASG Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 LLI Q rn LU CD 00 �- T (�00 < LU V) N ' �J W c Ln �(D > 00 w N ¢LU _ Liu- V1 Z <waCo I a 0 UZ L� d � 00 � un = Q N U n ¢ %.0 (D 110 ® N z 0 u > LU cy: LU Uj LU Q Q Co Z ,\� z z ; Uj >w LU z � U U_ ' € ce U LU Uj J s N I ri cri o ca . LU Lam: LU G.,... cf) i i I 9 { F— W C) oZS O o Q 0 0 Q i� 1014.1 L 0 U CU .L Q 0 a 7 Mil) Z LL �o �z z O zc�nw O _ cwi� w O a af 2-- ca 0 w J opo Lu a O z I w Q > F_ m 11JF-o O = w z�� z oho LU w z O W O Lu O F- ED LU oC w z U Cn Q w O w >- z = z w �Q� oc 0 w O J o 0 d J U m LU o z Quo o O v < vLL. LU 0° z ��¢ =a� oOczw m¢> o -' J p Q LL_UjEn (D0 U) U o U w U ao� oo cl- O z =m0 �_oLf) z nom w� mmw� J oQoo z = w Ul Ocnwcn J w LU Z U F- 0_1>_ aa�m C7 oc w z O > 0 Qzzo 2: LU Cn w M z 2 CD U O F- Q LU moc0z oQ�O w U z z = o LU V) ao=z �cn o o'Qzz � w LLJ Q � 0 w cn w z o w =o LU z z z � O O cn z a Lno U z �, � o z LU v¢oz Ln� n U -j > g � o z Lu w w r,j Z W O Qw�u u; U (D = � z LU LU O�� 112 Qt5C� ham- pwoow .,z_,�2 O O L- Q U H O c� ROOFING PER CONTRACT. (CONTRACTOR TO PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ON A.P.A. RATED SHEATHING PER PLAN SPECS. ATTACHED PER NAILING SCHEDULE ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUMEN' SHEET TO COMPLY WITH ASTM D 1970 2x SYP #2 2x RAFTERS 16 O.C. 12 SEE ALUM. WRAPPED 2x PLAN WOOD FASCIA NAILED TO TRUSS TAILS W/ (2) 16d @ 24" O.C. —\ METAL DRIP EDGE 7/16" OSB GUSSET ATTACHED PER NAILING SCHEDULE WALL PER PLAN - ROOFING PER CONTRACT. (CONTRACTOR TO _ PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ON A.P.A. RATED SHEATHING PER PLAN SPECS. ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D1970 PRE-ENGINEERED WD TRUSS, 241O.C. INSULATION BLOCK SEE PLAN FOR STRAP \ ALUM. WRAPPED 2x \ WOOD FASCIA NAILED TO TRUSS TAILS W/ (2) 16d @ 24" O.C. METAL DRIP EDGE --"__-- CONTINUOUS VENTED SOFFIT; WOOD LEVEL RETURNS WHEN STUCCO SOFFITS ARE REQUIRED MIN. 7/8" STUCCO (3 --� COATS) ON GALV. REFER TO SELF FURRING FELT BACKED METAL LATH ELEV. FOP STUCCO SOFFIT SPECIFICATION: PAPER BACK LATHE W/ CONTINUOUS VENTING NAILED TO TRUSS TAILS AND A TYPICAL STUCCO FINISH EXTERIOR SHEATHING TO BE FLUSH WITH THE EDGE OF THE FOUNDATION, 1/4" GAP BETWEEN FOUNDATION AND SHEATHING APPLY A LIGHT COAT OF CEMENTITIOUS COATING TO FILL VOIDS & HONEYCOMBS— WATER RESISTANT BARRIER (2 LAYERS REQUIRED): PAPER BACKED METAL LATHE & POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM CONNECTORS WEEP SCREED PER STRUCTURAL PLANS Ah MAIN FLOOR ELEV 0'-0" coZ OPTIONAL ROOF OVER EXTERIOR DOOR SCALE: 1/4" = 1'-0" w IN J �. M . - ROOFING PER CONTRACT. (CONTRACTOR TO PROVIDE PRODUCT APPROVAL FOR ROOFING EXTERIOR WALL 1/2" GYPSUM WALLBOARD ON SYSTEM) ON A.P.A. RATED SHEATHING PER ? 4 PLAN SPECS. STUDS W/ WALL INSULATION BE FLUSH WITH THE EDGE ALL ROOFING UNDERLAYMENT TO BE STUDS W/ WALL INSULATION �A... SELF -ADHERING POLYMER MODIFIED BITUMEN OF THE FOUNDATION, 1/4" QED ASG SHEET TO COMPLY WITH ASTM D 1970 Drummond, AIA AR 96399 PRE-ENGINEERED WD TRUSS, 24 O.C. SEE PLAN Javier INSULATION BLOCK 2x SYP. #2 WD. STUDS AND SHEATHING j SEE PLAN FOR STRAP w @ 16 O.C., TYP. APPLY A LIGHT COAT OF ALUM. WRAPPED 2x @ 16" O.C., rip z WOOD FASCIA NAILED o M T__1 00 01--00 � TO TRUSS TAILS W/ (2) 2x P.T. SILL PLATE FILL VOIDS & HONEYCOMBS W = 4 ® 16d @ 24" O.C. �..� J WATER RESISTANT BARRIER METAL DRIP I>< L —j i LL ..ice < W V7 CONNECT WALL TO FOUNDATION (2 LAYERS REQUIRED): PAPER EDGE "- " CONNECT WALL TO FOUNDATION Q CEILING INSULATION BACKED METAL LATHE & ! -- -- - -- PER FRAMING DETAILS `o 0 (SEE ENERGY CALCS.) POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM CONTINUOUS VENTED PROVIDE CONT. METAL TERMITE z SHIELD UNDER SILL PLATE SOFFIT; WOOD LEVEL SHIELD UNDER SILL PLATE FINISHED BASE MOULDING 1/2" RIGID GYP. BD. RETURNS WHEN LU MAIN FLOOR STUCCO SOFFITS ARE ELEV 0'-0"LU DBL. 2x SYP. WD. REQUIRED z co N. Lt aw TOP PLATE zC3 0 \ gczz 4" CONC SLAB W/ ¢ —_ I 2x SYP. #2 WD. STUDS 4" CONC SLAB W/ MIN. 7/8" STUCCO (3 VAPOR BARRIER� i,; ; ; VAPOR BARRIER @ 16" O.C., TYP. w COATS) GALV. SELF FURRING FELT REFER TO � Q SEE FOUNDATION WALL INSULATION BACKED METAL LATH ELEV. FO PLAN FOR SIZE AND (SEE ENERGY CALCS) PLAN FOR SIZE AND '- 1 VERHAN TYPE OF FOOTING = cc 2x SYP. #2 WD. HEADER STUCCO SOFFIT SPECIFICATION: -SEE SCHEDULE LLJ PAPER BACK LATHE W/ c� f' CONTINUOUS VENTING NAILED SCHEDULED WINDOW I� TO TRUSS TAILS AND A TYPICAL (SEE FLOOR PLAN) STUCCO FINISH WINDOW ATTACHMENT cz COMPLIANT W/ FBC-R W 2x SYP. #2 STUD @ 16" MIN. 7/8" STUCCO (3 COATS) O.C., TYP. p ON GALV. SELF FURRING rr 11; Z: I� PAPER BACKED METAL LATH WALL INSULATION EXTERIOR STRUCTURAL (SEE ENERGY CALCS) SHEATHING PER LU CONNECT WALL PER PLAN/SPECS 17 z FRAMING DETAILS 2x SILL PLATE Q FINISHED BASE MOULDING EU) WATER RESISTANT BARRIER 3/4" GYPCRETE (OPTIONAL) B2 LAYERS TOP OF A KED M TAQLULATHDE &APER 3/4 THK. T&G SUBFLOOR FLOOR POLYETHYLENE HOUSE WRAP GLUED & NAILED OR APPROVED EQUAL SYSTEM---,. OR 2x RIBBON FASTENED U) TO FLOOR TRUSSESLU PER TRUSS ENGINEER > SEE PLAN BATT PRE-ENGINEERED WOOD FLOOR INSULATION REQUIRED TRUSSES (VERIFY W/ TRUSS AT GARAGE (SEE ENGINEER FOR TRUSS LAYOUT) ENERGY CALCS) 1/2" RIGID GYP. BOARD CEILING INSULATION 1/2" GYPSUM (SEE ENERGY CALCS) DBL. 2x SYP. WD. TOP PLATE WALLBOARD ON STUDS W/ WALL INSULATION 1/2" RIGID GYP. BD.(SEE SCHEDULED WINDOW ENERGY CALCS) DBL. 2x SYP. WD. (SEE FLOOR PLAN) 'r f TOP PLATE WINDOW ATTACHMENT COMPLIANT WITH FBC-R HEADER, SEE FRAMING 2x SYP. #2 WD. STUDS PLAN FOR SIZE AND DEPTH @ 16" O.C., TYP. WALL INSULATION (SEE ENERGY CALCS.) I 2x SYP. #2 WD. HEADER j -SEE SCHEDULE j SCHEDULED WINDOW (SEE FLOOR PLAN) i � SCHEDULED WINDOW (SEE FLOOR PLAN) EXTERIOR WALL 1/2" GYPSUM WALLBOARD ON EXTERIOR SHEATHING TO ? 4 STUDS W/ WALL INSULATION BE FLUSH WITH THE EDGE R 9673 STUDS W/ WALL INSULATION �A... 1 OF THE FOUNDATION, 1/4" QED ASG (SEE ENERGY CALCS) Drummond, AIA AR 96399 GAP BETWEEN FOUNDATION AR 96730 EXTERIOR WALL 1/2" GYPSUM WALLBOARD ON EXTERIOR SHEATHING TO ? 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION BE FLUSH WITH THE EDGE R 9673 STUDS W/ WALL INSULATION �A... (SEE ENERGY CALCS) OF THE FOUNDATION, 1/4" QED ASG (SEE ENERGY CALCS) Drummond, AIA AR 96399 GAP BETWEEN FOUNDATION AR 96730 Javier Q 2x SYP. #2 WD. STUDS AND SHEATHING j STUDS w @ 16 O.C., TYP. APPLY A LIGHT COAT OF (� @ 16" O.C., rip z CEMENTITIOUS COATING TO o M T__1 00 01--00 � 00 2x P.T. SILL PLATE FILL VOIDS & HONEYCOMBS W = 4 ® 2x P.T. SILL PLATE �..� J WATER RESISTANT BARRIER T Q L —j i LL ..ice < W V7 CONNECT WALL TO FOUNDATION (2 LAYERS REQUIRED): PAPER L 00 a� 2T� CONNECT WALL TO FOUNDATION Q PER FRAMING DETAILS BACKED METAL LATHE & PER FRAMING DETAILS `o 0 PROVIDE CONT. METAL TERMITE POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE z SHIELD UNDER SILL PLATE 0 SHIELD UNDER SILL PLATE FINISHED BASE MOULDING WEEP SCREED FINISHED BASE MOULDING LU MAIN FLOOR LU ELEV 0'-0"LU LU z co N. Lt aw Q z Q zC3 0 \ gczz 4" CONC SLAB W/ ¢ —_ I 4" CONC SLAB W/ Cn VAPOR BARRIER� I \ Q VAPOR BARRIER w 0 Q SEE FOUNDATION SEE FOUNDATION Q PLAN FOR SIZE AND DC C7 PLAN FOR SIZE AND '- 1 TYPE OF FOOTING TYPE OF FOOTING = SECTION WITH WINDOW SCALE: 3/4" = 1'-0" TWO-STORY WALL SECTION Q SCALE: 3/4" = 1'-0" z OF FtA. . C2 R 9673 �A... QED ASG Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 w (� o rn w __j o M T__1 00 01--00 � 00 Z __jN � W = 4 ® > 00 p Q O �..� J Q[N T Q L —j i LL ..ice < W V7 � .� � on 0o L 00 a� 2T� Q ' 0 "T < Ln Q N U ¢ `o 0 0 qZZ g LU LU LU w aw Q z Q zC3 0 \ gczz z � I Lij w w 0 z �L n DC C7 W J '- 1 cc LLJ .. c� f' I� W cz W p Z: I� 9DC LU 17 z I Q EU) 1014.1 O z L_ '-' o �z z O Q 2 U 0 "' w w F— Ln LU O a af oc z 0° Q W J o [= O n..:i..:o z I w Q �> 3U_j oo= Z=F— Q �~-I z oho o>C)e Lno � w � w O Q z ¢� o LU 0 tx U O Q warms = z w 01. 1~ � O0 J �- z J z Q o LL C) Uj d 1 U p[ m LU O Q U ooO U0 ¢�� V u w ��W a W d O>w ma> J 0 J J � J Q C)LU oh J O F- U C) a O z LU U �Uo� aWcn� m CO w J � o¢oo z=ILLI w� CD (nJ W w z Q�(nU ~} m cD oc w z �o>� 0 o'zzLU o g w cn =�LUo F-zLU� mceaz oQLUo z 2- t J Q W Q ao=z �cri�cl Q W W 2 L� M Q 0 = U) LU - Z Z 0 Z E J z O n c!) O C+7 Z W O Q N �--. �1w-1�Z r{ w LL 2 -- (D Q w w c' Zwra c�a �5iE-I� Qj cIi F— V F z = O U � Z pz=� QUID FO w an w Iw— �00U— Q U F— O f� INT- i D8 11-211 cin o cin NOTE: BRACKETS REQUIRED IF COUNTERTOP CANTILEVERS MORE THAN 10" COUNTERTOPS OUTLET BOX CENTER SIDEWAYS IN BACKSPLASH 2X4 HALF WALL CABINET KITCHEN HALF WALL DETAIL SCALE: 1/2" = 1'-0" (INT -1) TOLL APPROVED TILE BACKER (REFER TO CONTRACT SPECIFICATIONS) WALL T LE 2X BLO KING BETWEEN STUDS (3 WALLS) VINYL LINER (3 WALLS) EXTENDED 5" UP WALLS 100% SILICONE SEALANT BETWEEN TILE BACKER AND WET BED FLOOR TILE 2-2X4 THRESHOLD - FLOODSTOP - ADJUSTABLE GAUGE COAT WETBED SHOWER DRAIN LINER SET IN SEALANT @ 2" SHOWER DRAIN FLANGE OVER ROOFING FELT NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL BE USED IN LIEU OF CERAMIC WHEN MARBLE/ MARBLE TILE OPTIONS ARE SELECTED, INT -4 SHOWER & CURB ON FRAMED FLOOR D8 SCALE: 3/4" = 1'-0'° (INT -4) 'SET MIRROR 3" FROM END OFF BACK SPLASH SET MIRROR 3" MIRROR=VANITY -5" FROM INSIDE CORNER 36" HIGH X (VANITY -5") MIRROR z oE]L e �o ❑❑ El❑ 2" MIRROR TRIM VANITY MIRROR INSTALLATION INSTRUCTIONS: 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. 2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE C RNER. (MIRROR TRIM WILL NOT BE INSTALLED AT INSIDE CORNERS.) 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED B FORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 1" +/- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. 1/4" MIRROR 1/2" RECESS FOR MIRROR INT -2 MASTER BATH MIRROR WOOD TRIM DETAIL DH S ALE: 1/2" = 1'-0" z ce O 0 J LL O F - w LL. W LY REFER TO FLOOR PLAN, VARIES BY MODEL o M� V C) O � U _f orf m Q cn LU o �m �# m oE]L e �o ❑❑ El❑ 2" MIRROR TRIM VANITY MIRROR INSTALLATION INSTRUCTIONS: 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. 2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE C RNER. (MIRROR TRIM WILL NOT BE INSTALLED AT INSIDE CORNERS.) 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED B FORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 1" +/- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. 1/4" MIRROR 1/2" RECESS FOR MIRROR INT -2 MASTER BATH MIRROR WOOD TRIM DETAIL DH S ALE: 1/2" = 1'-0" z ce O 0 J LL O F - w LL. W LY REFER TO FLOOR PLAN, VARIES BY MODEL o CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. COR O �# m R 9673 .' FLO LU QED Aik Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 > l W (Y PLAN NOTE: EXAC� SIZE AND SHAPE VAIRES BY MODEL AS WELL AS PLUMBING ACCESORIES. REFER TO ARCHITECTURAL PLANS BY MODEL. „ �_5� STANDARD 8� SCALE: 1/2" = 1'-0" NER SHELF )R T1 LE a. HOWLR DRAIN Q 00 TILE AT POOR Q THRESHOLDLU F- (INT -1) (1) CERAMIC CORNER SHELF AT 48" A.F.F. WALL TILE SHOWER ELEVATION SHOWER SHELF LOCATION (INT -5) FFDRYER VENT (TYPICAL) GAS PIPE (TYPICAL) FOR GAS DRYER ONLY RYER VENT BOX- TTACH PER MFR. 6TRUCTIONS T, SILL PLATE T SLAB ON GRADE) DRYER VENT (TYPICAL) I ,....., .� , -7CAL R ONLY WITH PEDESTAL NOTE: 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, BOTTOM, OR REAR VENT LOCATIONS. 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM LENGTHS PER MANUFACTURER'S SPECIFICATIONS. RYER VENT BOX- TTACH PER MFR. VSTRUCTIONS T. SILL PLATE IF SLAB ON GRADE) INT -3 DRYER VENT BOX FOR DRYER ONLY D8 SCALE: 1/2" = 1'-0" TILE OR STONE ON 1/2" HARDI BACKER BOARD OVER %4" EXT. PLYWOOD ON 2X4 FRAMING. VARIES - SEE PLANS 2X4 @ 16" O.C. n � NT N N DROP IN TUB + 2X4 TO BE P.T. WHEN IN CONTACT W/ CONC. 1 ROW OF TILE COMPARE MANUFACTURER'S DIM OF TUB & PUMP LOCATION 2X4 LEDGER x N 2X4 CRIPPLES 1-5d 11 \-SUPPORT UNDER TUB AS REQ. BY MANUFACTURER'S. FR -33 DROP IN TUB DETAIL D8% SCALE: 3/4" = 1'-0" END POST TIED INTO FLOOR JOIST BELOW EXTEND TO BOTTOM OF FLOOR JOISTS. - END POST TO PENETRATE - SUBFLOOR. FACE NAIL END POST TO — BLOCKING. 2x BLOCKING BETWEEN FLOOR TRUSS AGAINST END POST. SUB FLOOR. FLOOR TRUSS. (FR -33) V/ (FR -34 HALF WALL TIE-IN DETAIL D8 N.T.S. (FR -34) (INT -3) Q z Q z TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. �# �. R 9673 .' QED Aik Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W (Y o rn —i W -1 o rn "1 00 Ln Z W ) N (n N L W r, C},W >p�o La.. ip --a N� f `1 Q L � `- Z CL< oo: -0 o t1/p W tf1 L � 0 Q) `° �r, L.L d "'L i 1 � 00 < =' *f_n E -jU N J -' o 0 ® 0) N� j z � 1 �1 j LU V)1 LL.! i aLUQ Q z z cl- a '> w W Lu j z U U_ cx� C� WLU _j ' vi o ,i W %.._ Uj LU H Ll I 06 W 0 I M 0 C) �. '�Q 0 Q LU 1014.1