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1612 ATLANTIC BEACH DR - NEW HOME ARCH. DWG'S.Q L 0 U A L _fu L Q Q O Z LL - O � z z 0 Q � U-) ZLr) L 0�= LU oc :;-co 0 w � pyo LU a- 0 o z w=a >�o p ::D w p o = z=� Q�z 03:0 LU 0>o w 0 U) p z Q�o U U) 2 Q w U) LU = z �=Do = z w C,:f� p ooLU UJ � z J =Q ��o 0 LU 0rj- J U LY m ��z a�Q 0 0 U, Query U i w Z Co azo CL w Q w a �zw co <t J c J Q Qpt O�n oc� V d~o w V a p Q 0cy,� Boz LU co C)woU) Q u, z m m W Uj <c z = p w w Lf) J w �Cj:fm (D CK, LU 0 >O �zCn VC) C) w z 2:: LU =(DLUo z w f2l:fo � Q w O LU zz=p z cJj w Q w L oc Vi Ln O w w o � LU Vp Q p p w U�wf— �ow� =o U) z z LL- O zOcn p�Q z w0 o� O p a- w Q o>— p w LL - (D z Q Uwu_.. Z w O 9 Q w u z = z o U z w w pow QF--O� LIJ w m w U- 00 - O O " Q U F— O THE AN ABBREVIATION LIST Abbrev. Description Abbrev. Description Abbrev. Description # NUMBER F.P. FIREPU,CE PT. LD. POINT LOAD & AND FRT. FRONT PWD. POWDER - Ilk FT, FEET PLW. PLYWOOD SHAKE SIDING AT FTG. FOOTIN A3.18 ISECOND FLOOR PLAN SIDING AIR CONDITIONING F.O.M. FACE 0 MASONRY R RISER ABV. JABOVE INTERIOR WALL (NON-BEARING) Sang-Yub Lee, PE � RA RETURN AIR ADJ. ADJUSTABLE GAL GALLO RAD, RADIUS A.F. ABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. REINFORCING AHU AIR HANDLING UNIT GFI INTER PTERT RM. ROOM ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD RQD. REQUIRED—— 130 MPH F.B.C. 5TH EDITION (2014) MECHANICAL NOMINAL DESIGN WIND SPEED = R & SH ROD &SHELF - BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL BD. BOARD HB HOSE EPBB STANDARD NOTES & DETAILS N.F.P.A. 101 20 B.F.F. BELOW FINISHED FLOOR THIS HEADER5--- SGL BOTT. BOTTOM FULL NAME HEIGH SINGLE BR. BRICK HORIZ. HORIZONTAL SHT. SHEEP BKFST. BREAKFAST PROVINCIAL LU SH. SHELF CHATEAU INSUL INSUIJ TION SHWR. SHOWER CALL. CALCULATIONS INT. INTERI R SL. SLIDER C.J. CONTROL JOINT I.L.O. IN LIEL OF SPECS SPECIFICATIONS CL CENTERLINES.P.F. COUNTRY MANOR LU LU z w 21 SPRUCE PINE FIR CLG CEILING KS KNEE ACE SPRG.PT. SPRING POINT CMU CONCRETE MASONRY UNIT MISSION LLJ' STD. STANDARD C.O. CLEAN OUT L LONG STL. STEEL COL. COLUMN LAV LAVAT RY STOR. STORAGE COMP, COMPRESSOR LDRY LAUND Y RENAISSANCE CONC. CONCRETE LIN LINEN T TOP CONT. CONTINUOUS LT LAUND Y TUB T&G TONGUE &GROOVE 46 ITV. ITALIAN VILLA TEMP. TEMPERED DB. DOOR BELL M.B. MASTE Z BATH THK. THICK DBL. DOUBLE MAX MAXIM JM T.O. TOP OF DR. & SH. DOUBLE ROD & SHELF M.C. MEDIC NE CABINET T.O.B.B. TOP OF BOND BEAM DECO. DECORATIVE MFR. MANUFACTURER _ � TR. TREAD DET. DETAIL MIL. MILLIMPTER TRAN. TRANSOM DIA. DIAMETER MIN. MINIM M NP. TYPICAL DIM. DIMENSION MIRR, MIRRO DN DOWN MLDG. MOLDING UC UNDER COUNTER DR. DOOR M.P.H. MILES ER HOUR U.N.O. UNLESSMTED OTHERWISE DS. DOWNSPOUT MT METAL THRESHOLD D.S.S. DENSE SELECT STRUCTURE V.B. VAPOR BARRIER DW DISHWASHERN.T.S. NOT TO SCALE VERT VERTICAL DWG. DRAWING V.T.R. VENT THROUGH ROOF O.A. OVE L E EGRESS O.C. ON CE TER W WIDE E.E. EACH END O.H. OVER AD WITH E.W. EACH WAY OPT. W.C. WD. WDW. W.I.C. WP GFI W.W.M. WATER CLOSET EL ELEVATION OPN6. OPENI G WOOD ELEC. ELECTRICAL OSB ORIEN ED STRAND BOARD WINDOW ENCL. ENCLOSURE PED. PEDIS AL SINK WALK-IN CLOSET ENG. ENGINEERED POLY POLYVINYL WATERPROOF GFI EQUIP EQUIPMENT P.S.F. POUNE S PER SQUARE FOOT WELDED WIRE MESH EXT. EXTERIOR P.S.I. UW,S PER SQUARE INCH W.W.F. WELDED WIRE FABRIC FIN.FLR. FINISH FLOOR PSL PARE EL STRAND LUMBER FLR. FLOOR P.R. ROOM FND. FOUNDATION -POWDER P.T. PRESS RE TREATED GRAPHICS LEGEND AREA CALCULATIONS - PARTIAL SECTION 2006 1338 � INTERIOR ELEVATION- DETAIL # DRAWING # DETAIL # DRAWING # COVERED ENTRYv _ - UILDING SECTION �_ -- — � _ / � DETAIL ALL-OUT DETAIL # DRAWING # DETAIL # DRAWING # CEILING HEIGHT CHANGE TOTAL CENTER LINE A1.N ISLAB LAYOUT NOTES, SCHEDULES, & DETAILS SPANISH TILE Ilk e ELEVATION MARKER FLOOR P SHAKE SIDING A2.18 FIRST FLOOR PLAN SLAB RECESS A3.18 ISECOND FLOOR PLAN SIDING A3.N FRAME BEARING WALL Javier Hernandez, AIA BRICK AR 98560 INTERIOR WALL (NON-BEARING) Sang-Yub Lee, PE � STUCCO FINISH LE EVATONS CMU MASONRY WALL A5.18 FRONT & SIDE ELEVATIONS EARTH A5.1.18 GABLE END WALL Uj - (j INSULATION ®�- FRAMED KNEEWALL U DECORATIVE STONE 7 —.- f DROPPED SOFFIT A7.18 F-- D PRE -CAST LINTEL/ HEADER � DESIGN CRITERIA TWO STORY: FIRST FLOOR -FRAME SECOND FLOOR -FRAME SINGLE FAMILY RESIDENCE: BUILDING TYPE: GROUP R3 V - B DESIGN BASED N FLORIDA BUILDING CODE RISK CATEGORY: WIND DESIGN BASED ON: M2.18 II ASCE 7-10 5TH EDITION (2 14) `,j W Ln U C: OC)m F.B.C. 5TH EDITION (2014) RESIDENTIAL ULTIMATE DESIGN WIND SPEED = 130 MPH F.B.C. 5TH EDITION (2014) MECHANICAL NOMINAL DESIGN WIND SPEED = 101 MPH F.B.C. 5TH EDITION (2014) PLUMBING EXPOSURE: C) d B F.B.C. CONSERVATION_ F.B.C. 5TH EDITION (2014) FUEL GAS L6IRG INTERNA PRESSURE COEF.: ..........__ FOR WINDOWS/DOORS, SEE FLOOR PSN FOR ACTUAL PRESSURES: +.18/-.18 vie. X rrv. F.B.C. 5TH EDI ON (2014) ACCESSIBILITY NATIONAL ELEC =RIC CODE 2011(NFPA 70) FEMA RULES &REGULATIONS STANDARD NOTES & DETAILS N.F.P.A. 101 20 4 ASCE 7-10: MINIMUM DESIGN LOADS THIS RAWING 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 2006 1338 TOTAL LIVING AREA 37344 SQ. FT. COVERED ENTRYv 165 COVERED LANAI 149 GARAGE(s) 736 TOTAL 45394 SQ. FT. LIST OF DRAWINGS CLASSIC ELEVATION TO THE BEST Of MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING _ C1 1COVER SHEET - Index of Drawings GN1 GENERAL NOTES OF FLO , NDA_ __.FOUNDATION -A1.18 __.- _N_PLA SLAB LAYOUT A1.N ISLAB LAYOUT NOTES, SCHEDULES, & DETAILS tt J"lR 9673 3 !! e FLOOR P A2.18 FIRST FLOOR PLAN A3.18 ISECOND FLOOR PLAN Manuel Gonzalez, AIA A3.N FLOOR PLAN NOTES, SCHEDULES, & DETAILS Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE X EIS LE EVATONS w A5.18 FRONT & SIDE ELEVATIONS A5.1.18 REAR & SIDE ELEVATION, & ROOF SLOPE PLAN Uj - A5.2.18 EXTERIOR ELEVATION DETAILS ®�- u' 06 U BUILDING SECTIONS wor A7.18 BUILDING SECTIONS --------- a' -j p'a 4 LU DIFFUSER LAY UT _M1.18 IFIRST FLOOR DIFFUSER LAYOUT M2.18 ISECOND FLOOR DIFUSSER LAYOUT `,j W Ln U C: OC)m LAYOUT E1.18 FIRST FLOOR ELECTRICAL LAYOUT E2.18 ISECOND FLOOR ELECTRICAL LAYOUT .J ¢ C) d O a .STANDAR N TE DE I D3 ISTANDARD NOTES & DETAILS 7� STANDARD NOTES & DETAILS 0 D8 STANDARD NOTES & DETAIL (D HOUSE ELEVATION ABBREVIATIONS _ABBR. FULL NAME ELEV. CODE MAN. MANOR 03 WIL. WILLIAMSBURG 07 4 PRO. PROVINCIAL LU 08 CHA. CHATEAU 09 VER, VERSAILLES 10 CLA. CLASSIC 18 MED. MEDITERRANEAN (n 19 TRA. TRADITIONAL Q 20 COU. COUNTRY MANOR LU LU z w 21 HER. HERITAGE 22 r _ CMN. CIMMARON 28 MSN. MISSION LLJ' 30 CFT. CRAFTSMAN wof 31 SCL. SPANISH COLONIAL 2 32 BOR. BORDEAUX Y 33 BRO. BROUGHAM 39 REN. RENAISSANCE 40 VIE. VIENNA 41 TUS. TUSCAN 44 CLS. CALAIS I z 46 ITV. ITALIAN VILLA 58 PBC. PALM BEACH I 80 CRB. CARIBBEAN LU 81 CST. COASTAL 82 Iu O LU LU O Q Q m Q _U) O U U [-JI 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. May 30, 2018 OF FLO , ! t t t a tt J"lR 9673 3 !! e Ovan G. L�L- "-„ifund, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 w C) m Uj - o rn 00 ®�- u' 06 U Ul N wor � >r'^o a' -j p'a 4 LU v iJL� o Z LL a �r � N -0 CO O `,j W Ln U C: OC)m —'EO�`r _ p N U .J ¢ C) d O a °' �- N E 0 (D , 0 . LU LU LU LU U I HiQ LU Uj U Q (n ^V ¢ 0 O 0 !--! Q cef 4< W Cl- J...�.+ U LU LU z w c) w HiQ U-1 LLJ' N 00 wof o 2 (, I Y O 00C1 LJLJ LU w _ _ I z � LU W �:3= U I Lu LU 01- Lu LLLU is Iu O LU LU tn SERIAL. NUMBER 1017.0 Q 0 U 217 Q) Q 0 a Z z LL. '- O � z z O C) LLJ � w O = 21- af cx� z co O W J o O � � o z I w ¢ w = co > O LU LU O ¢ ~ z c O LU re Lr) J w z O L> O LJ w O V) 0 z O LU rl Cr� w z Ucn¢ LU a U') of LU � z � a O W z = z w O Lu LL J � � J _ ¢ o O LL. LU O a m U � co Lu o z ¢ af CD MOcn ¢ 2:: re, V . w LL z Co z o z C:) Ln LU w a � z w co ¢ >_ J C:) J OLL_ L10 o � O af O V w cn V a p ¢ O re a O z = coO F- cl U-) �twnOU ¢ toLU _ m m W d UQ t --N C1 z = M w w(f) O to J w QV) F— CO C�cj!�wz z O > ¢ F- Ow ��wtn Lw O F— zwF— ¢ w O F_ z = o z U-) Ji LU to ¢ LU Lr) w c O C)etn U-) - Of Ly z w o LU = o Q o = z O w = O L0 z z of z Oto tt � F d z w Q ¢ ^1 -z H a w Q &. U-iLU OQZ 00 w i z Q wLL_ c, zwr0 C-..{ ¢ a ,--, C�, C)I-cnD:fw �Q LU z= o F- z U) cwn �z=ti OF-= LA: pwmw U_ LLa J z J Li - I_ O O L-- ¢ U F- O GENERAL NOTES 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OFHE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS, NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE NECESSARY. STRUCTURAL DESIGN CRITERIA LIVE LOADS: ROOF 20 PSF (REDUCIBLE) RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED 40 PSF BALCONIES/DECKS 40 PSF STAIRS 40 PSF ATTIC WITHOUT STORAGE 10 PSF ATTIC WITH STORAGE 20 PSF HABITABLE ATTICS 30 PSF SLEEPING ROOMS 30 PSF CONCRETE CONCRETE UNLESS OTHERWISE INDICATED 3000 PSI STRENGTH @ 28 DAYS REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 ALL REINFORCING BARS ASTM A615-60 60,000 PSI ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF FIBERS PER CUBIC YARD CONCRETE ASTM C90-01, STANDARD WEIGHT UNITS, fm=1500 PSI MORTAR TYPE "S" 1800 PSI MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED UNITS: DURING CONSTRUCTION STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI, U.N.O SHOP AND FIELD STEEL: WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 WOOD BEAMS, RAFTERS, JOIST, PLATES: U,N.O. N0, 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 1 APA RATED (48/24) WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB VERSA LAM BEAM: Fb = 2900 PSI (2.OE) WOOD COLUMNS: 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 LOA: 10 PSF 10 PSF TOTAL: 40 PSF 50 PSF WIND UPLIFT RESISTANCE: 10 PSF 10 PSF SEE DRAWINGS FOR SPECI�L CONCENTRATED LOADS. DESIGN FOR NEW WIND UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. WOOD FLOOR DESIGN LOADS: TRUSSES: DEAD LOAD: 20 PSF LIVE LOAD: 40 PSF TOTAL: 60 PSF FOUNDATION/SITE PREPARATION: 1. FOOTINGS WERE DESIGNED FOR AN ALLOWAIBLE SOIL BEARING PRESSURE OF 2,500 PSF, FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. 2. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEOTECHNICAL ENGINE:ER'S REQUIREMENTS SHALL BE RECOMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ENGINEER. 3. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEOTECH. ENGINEER. TERMITE SPECIFICATIONS: SECTION R318 PROTECTION AGAINST TERMITES TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR 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 COMPLET TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANC : WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTE: 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BORA-CARE" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED, TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. DOORS & WINDOWS ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN HEIGHT & 5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" A.F.F. WINDOWS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT GREATER THAN 24" OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. 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 ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND SHOWER ENCLOSURES AND WINDOWS LESS THAN 60" ABOVE STAIR LANDINGS OR TREADS SHALL BE TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2017 FBC 2411.1.2 SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1% INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 s INCHES (35 MM) THICK, OR 20 MINUTE FIRE -RATED DOORS. WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, TO FIT WINDOW OR DOOR SIZES, PRESSURE TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2" TAPCON SCREWS, 6" FROM EACH END AND 12" C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ (2) ROWS OF 10d NAILS AT 10" C/C. WIND BORNE DEBRIS REGION EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. GYPSUM WALLBOARD PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8" TYPE "X" GYP. BOARD ON ALL GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8' ABOVE FINISHED FLOOR. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD. GLASS BLOCK MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS EXPANSION STRIPS TO BE PLACED PER MFG, SPECS. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. BUILDING IDENTIFICATION APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4" TALL AND 1/2" THICK AND CONTRAST WITH THEIR BACKGROUND. 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 % INCH AND BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LOH SHALL BE ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. 11 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1%" INCHES LONG HAVING A HEAD NOT LESS THAN 8 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. ELECTRICAL NOTES THE DWGS. ARE DIAGRAMMATIC & INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR 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 SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE) TO NON -SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE PROVIDED W/VISIBLE "POWER ON INDICATOR" AND A TEST BUTTON WITH BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. ALL ELECTRICAL SWITCHES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" FROM EDGE OF OPENINGS. ALL WALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED. ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC -FAULT INTERRUPTER PER NEC 210.12 CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY, THE LOCATION OF SERVICE AND SHALL LOCATE METER AND PANEL AS REQUIRED. VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30" A.F.F. IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA, ALL 125 -VOLT, 15- AND 20- AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. 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. CI- MAIGD WPM) HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE T-4" HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6-10" (:FNFDAI KInTFC 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 R703.1.3 AND R616. SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). F_ Uj 0 z Q 0 Imo TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. 0 F FL 9// Q d � d �= R M73 t4 fa ED A Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W ryO a)w O 0) 00 a4-J ao00 Z LU U IT J Uj a I > 00 ^O a W �.._ - L_j p ro o wU- i �r =z L iJL a �� U d 41 a) a Ltd V) o a L C 00 CX5 (1) Ln o J E Zt < B J a- Q N U r\ J <kD C) Il- O N OO" z O LL. z O z Lr) wi #----` w LU LL! w LU L-! 7 --j d g 4< Uj V` \ z z C)z Q � z J LLjO O LCL 3 LLJ z � LL_ L n U LU ' J cn o t � e LU F_ LLLJ C.I.J L LJ W o z z J 0 L~u LU z a,.a ' LU SERIAL. NUMBER 1014.1 S 1- 0 U L rB OJ 0 a O z Li. C z z O ¢ --� Ln z U) LLJ (D w C),f cn LLJ O =)a0�f nfzC° O w J LI_ J oLLJ po coo O z J w Q w = CO R— 0 LU I r-, LIJ M O 2 � � O LU J w Z O w O Lu O Q 0 = O Q � V LU 0cf w Z U cn ¢ LU a Lf)w z � a O LU} z = z w � Q � LU J � Z J 2 ¢ O (D cXfO L.L O U � CD LU O (!) Q Ury O C) CD U-) LU Q r oC V i w zCo z o z O ¢ LU LL _ �z LU m Q J c J Q OLL_ Lu O cn Lr) 0:� J O V � LSU CoQ 0CfF_ O a = mo LLJ z cri �cnOL7 Q z LU m 00 LU a LU LU Q Q O Z 2 r --j LU � Lf) w L0 c) U J w LU Lr) >- CD � w CO z z O O 3: �zLLJ V5) LU z � w cn (!) � V O = z U --1 LU cx�o CO ry a Z oQLo Fw-rfQV z z = o (n1-+JQ ww¢tn w Oz0 cn Ln Cn O w z w 0 � 0 Ure O ¢ Q w Lr) LU �ow� = O 2 f f C:) o o "' z z a z 0 Q LU O O Ln ClC w Q CL L'--' 0 Z ED i z Q w u- ro ~ o cn � w z = z O �z LLJ m 2f LUO Ln �1 C) w CO w U .Jz—d" .JOOw dUI—O SLAB LAYOUT SCALE: 1/4" = 1'-0" 91-311 21.011lJ [ 1-011 ✓ 61-511 58'-8" 16-0" m 1 • • 34'-5" 21_011 81_OII 21-011 _I 5'-011 21-0" CLASSIC :: 151-0" GAS LINE TO TANKLESS WATER HEATER 61-011 I 21_011 A A7.18 COMMUNITY DEVELOPMENT APPROVED NOTE: STEM WALL FOUNDATION NOTE: FIELD TO VERIFY ALL GAS LINE LOCATIONS PRIOR TO POURING SLAB ADDITIONAL NOTES, SCHEDULES, & DETAILS CAN BE FOUND ON THE A1,N SHEET. U Q m U z Q TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING 48"x48"x6" CONC. UNIT May 30, 2018 f PAD CONC. SLAB 3" ABOVE GRADE 'I J WATER 2 2 r ((''���� x+ AR 9867 rr AR i, SOFTENER Ovan G. , i"1 -,-Il d, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 LOOP I AR 98560 Sang-Yub Lee, PE 72328 W I C) 0n _ O m ,- I 00 I ate-+ 06 LLJ ¢ ZD rl V i cIC ' > '� ^O Q Q 0 40 U LLLU = lD UU_ Lid Ln �-0o tf i c CA p© 00 N Ira Lr) FO ,L,L( EOE¢ N � 1 U � � t.p O pct a p Q, N C- (D I i 1 0 ; 1 a i! r A 1 tti I I m cc I_U t~ i Lu Ln LU d m JI i Q LU U W U (!) W� I 00 O c~n CL Q J U w .; Ljj iu O I 1 n LIJ I ¢ CIC GAS LINE TO L U CIC N 00 w z 0 E 0 `n COOKTOP Y O I E m i Q �- u - --- -------------------------------------- rT----------------------------� - 00 I T� I I I I I I N W 0 I J L d 3 I I I 201-7%° I I Z I I I I L LU pwp-� J� LU co LU :> (n -11 i I ��ER1AL NUMBER 1017.0 00 201-7Y211 °° 01 I I = I �� JI ° O � bo L_=J r ----=------ ----=---(------I w w _ L-__- ___ J IJ 1 -------------------� I r (n \ -' o PROVIDE ELECTRICAL CHACE FOR ISLAND I ° I n , I I L-------------- L----�- O _1 ALS _1 �D I 1_ 11 61-011 21-011 V II - - - - - - - ---------1-- - - - - - - - - - - - SLOPE Lr' PAVERS ON PAVERS@ _j STEMWALL NOTE: 1/8" PER FF. _ FIN. FLOOR TO BE 18" MIN.OP o a, OP u, ABOVE CROWN OF ROAD sk I 91.011 SLOPE PAVERS @ ,ra FINISHED FLOOR lo 1/8" PER FT. 0'-011 I I IO� I r� c--------------- r 1-011 GAS LINE TO 8'-0" 10'-3" FIREPLACE i lo II II III ° r1 51-811 O `���'••�' I I I L t- I I - N % 201-911 I ♦�----� M I I I 61.01' L---- 111, 1 L ---JI j ill �I il I HB IF- I I II ---- 6" PLUMBING I ------ NOTE: NOTE: 6" PLUMBING WALL P. ; WALL TYP. I, - _ ,ter � r --� L---- _j 'r 'I`GAS r =1� FIN. FLOOR TO BE 18 MIN. " ___----- —/ ---- U.N.O. LINE �r IT n ABOVE CROWN OF ROAD U.N.O. I I _- --_-- 1 j TO DRYER I L__J L__—_ _ --J =N l----- i r------------ - L. FLOOR I ------ ------------ t --- - - Lr) nFINISHED 0'-011 - - (7111 II � I O N 1 M 21-5 1- 1" LLD J L C ------ 1 1 8 6/ L - 6'-4" 9'-6%11 ° 2'_6/" LJ ol 20'-11Y2" 61-4/11 61-4Y211 141.811 r-1 II \ \ loO °I 00 c:1 L I° I _ O= I I I I I I 1 II II r` II II II ---------------JI I I I I I 1 1 Lr------------ ---'-- r�--- � ------ ---� r rr---------- - H -------------------------------- CLASSIC :: 151-0" GAS LINE TO TANKLESS WATER HEATER 61-011 I 21_011 A A7.18 COMMUNITY DEVELOPMENT APPROVED NOTE: STEM WALL FOUNDATION NOTE: FIELD TO VERIFY ALL GAS LINE LOCATIONS PRIOR TO POURING SLAB ADDITIONAL NOTES, SCHEDULES, & DETAILS CAN BE FOUND ON THE A1,N SHEET. U Q 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. May 30, 2018 f r , r ((''���� x+ AR 9867 rr AR i, QED A' Ovan G. , i"1 -,-Il d, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W C) 0n LLd J O m ,- I 00 Q ate-+ 06 LLJ ¢ Lr) N T c V i cIC ' > '� ^O Q Q 0 40 U LLLU = ra � � UU_ Lid Ln �-0o tf i c CA p© 00 N Ira Lr) FO ,L,L( EOE¢ � J a. CL sc � 1 U � � t.p O pct a p Q, N C- (D OI i 1 0 ; 1 a i! r A 1 tti I LUUj cc I_U t~ i Lu JI i Q LU U W U (!) W� Q U -i O O c~n CL Q J U w .; Ljj iu (Z)Iz LIJ I ¢ CIC N J L U CIC N 00 w z 0 E 0 `n Y O I E m i Q ii Lu 00 T� zi W 0 L d 3 LU pwp-� J� LU co LU :> (n c.n" ��ER1AL NUMBER 1017.0 z LL - O z z O z Ln LLJ C) nwo �cl- O!f �zC° O w J LL -J opQ Uj z OJ w ¢ � �o o� LLJ Oo= z = � ¢ z O LLJ Lu O > O >w w O (n p 0 ¢ O ~ = V LU w U Ln ¢ 'L�o �E� LU} z = z w F- ¢ 0 Lu O J � Z J _ ¢ V O � F O LL. 0 d J Co w O Lr) otf ¢ V O O Ln Q�re Uw z 0° z �( LU ¢ LU = EL �zw Co ¢ > J O J J F- C) J O oUj Lr) "'V„ C:) V) J O of (n V a0 Ocro� �Oz =mo F-OLn noCD Q�U-)z m m w J � LLJ 0 Q Q Q z = 0 w U w U) O cn J 11-' LU_ Co C� Ef w Z �O>� 0 QzUj zo 2:w cn cn Lu 0 z 2 V U O ~ z w m��z w LLJ z z = 0 LLJ (D z U0 J ¢ LU ¢ Z LU O w z w LU Q U 0 LU = w �U)wE-- aow5- LU zzz� O z 0 L ZO 0 z w Q ¢o"'� � CL z � LU M LU 0 z w LL - LU z ¢ O w z w r O ¢ELo U) cj- w Qw3� z = z O I w��CO o z = � O =)Q U0 �wCow -,_ LL- -1 O O w GC V F— O W.W.M. PLACED IN UPPE /3 OF SLAB OR FIBERMI .EINF. PER PLAN /8" (MIN.) SAWCUT x 1/z LAB THICKNESS SEE OUNDATION PLAN FOR Li WA2 SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, AS CONCRETE ALLOWS WITHOUT RAVELING SAW CUT DETAI .11/ SCALE: 3/8" = 1'-0" OF )CATION 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. Iii .a J. i SECTION @ SCALE: 3/4" = 1'-0" AR. DOOR PLAN VIEW RECESS IN SLAB GARAGE DOOR SLAB RECESS 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. PROVIDE 8"X 11/2" RECESS AT SLAB PERIMETER (TYP., U.N.O.) 5. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. INDICATES DOOR OPENING U) O U U z U Q w m U H Z H Q WS A TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. May 30, 2018 '+ AR 9673 - Ca liED ARG Ovan G. - A d, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W ry o m D w a o rn 1 00 o� � 0606 U w Q N c W J OC al � ii 00 0 V1 LU E ro LU Q V L T LLL J ¢ QJ-6� O �../ w V1 ° Coo m iv LL a Ln ,t Q E J n=. ¢ U N _a �p O o N O- O s (D , z (n pi .� + Lij oc LULLJ F- fit: i w � H LU a I -W -Q U) U) O Q v U '-ULij z J 17'�z w � Q ¢ N LU LU ' N 00 w' o 0 r-, Y O > co , L,_„ LU LjLj LU to J 1-4 W 0 06 I LU U U) W E0 O z O w E� LU U-1 co w (!) €=r3 L NUMBER. 1017.0 z LL '-' O CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. � z May 30, 2018 z O Q—U) OF Lo Ln z Lnn ,Li, 5x C) LU cn w O R 9 *i F 3 ff A, � cs ZDacxf ED A,¢�,� z m G. , AIA O w LL o Manuel Gonzalez, AIA o r Javier Hernandez, AIA LU CI - AR 98560 Sang-Yub Lee, PE z OJ w Q 0 72328 W LU m O Q � CG al m O = O C'11 00 z = � Q~z 06 06 O r -4 V W LU ry cn J > p m w Z O W O Q r O Lu LL U L _ Q L Z L � �i U LUZ �0oo �O 00 m N2 Ln LL � w� FO O U Ln Q c � ¢ � l- ,_,_, or -1 z O N U r; J< a O C) O w } z z o, N 0- w o 0 O I � J � Z J Q = (D LU ��� c) co U m LU O U-) ago U LU 00� Q Lr) a�of w O k v LL_ Co c.!) ca- .... Z U '� z O Q z �} w '-'-' fi z U O > w m Q > J c J Q N J I oo= LU LL. w cn 0( O Ln 0 6Lf Z C) J O z O V 1 o I � � Q Ocyfuf CC) a O z LU LU =mo CWLLj �QU) LLJ Lw o Ln (D I L. 00 mmw� J � Lu .< Q Z 2 M w Lu J W 2 :fs U) Q �C)!�m Q C�cr-wz j0 �Oo� Lf) Il �zU ��wU) LLJ U) Ujoo LL, LIJ �zw� f --L z ",SIAL NUMBED 1017.0 CO oQLUO � UiQV LU z -�a Q ILL) z LU O ��U� owzw o LU U Quo Lr) w L= Cil V) O z O cn C~jU=) F- z LU Lr) ck:f LUn LJJ o z LU wL�z Q _ ILD U w o Q � o OtfLf) C�,fw Q W LCL z o z = LU V) ry CO �o=U) Q Uq FIRST FLOOR � w m w z j u I o o U_ SCALE: 1/4" = 1'-0" dU�-O PLAN B 58'-811 A7.18 81.011 01.311 341_[11 51-011 21.011 21-011 61.011 "'ATER 6'-5" 16'-0" 2'-011 81.011 21.011 '11 SOFTENER LOOP I 0o U OVEN GOURMET GAS COOKTOP 0N OP _ — KITCHEN ! C STUDY - O° 10'4" CLG. DBL. SINK 10'-0" - 1 DINING W/ DISP. 10 -0 CLG. o OA \ I ;III REF. ; �, I COVERED ENTRY �, AO 10'4' CLG. — — I i Iii iSPACEII I I ' I I D.W. I I III I I I 10'4'CLG. °O , - _ _ _ I 55V2111 11 J 5 - r ---- , O I -------------------J 1_ 1 II O FLAT SOFFIT. SEE _ C) -------------------� I \ 11 0/ I ELEV. FOR DETAILS rn 00 N - = 2x4 WALL @ 34 1/2" 11_011 o L -- -J� HIGH ROUGH I I I 14 Ln _ L I— — 161.211 81.011 31.911 21.411 101.611 6'-011 A j j 7 I 5/ 11 A - - - - - - - �-- - - - - MT - - - - - J--- I- w - - - � - - A7.18 I I COVERED lo'-o"I _ I I N GRE T ROOM � � 20'-411 FOYER CD 1 r- -- LANAI c --------_ CDP10:1-211 0 CLG. = I OPEN TO ABOVE cp 10 A7.18 ----- ' � I I 10'-0" CLG. N Ln MT PWDR I I R I 81-011 61_711 (11_7 211 UP I — I 152" 101_011 CLG. 5Y 41.011 ;' _ 1, 1— 31_(111 — — rr — — — _ �i— 1 11 CLASSIC I© 2'-411 4" 21-011 "21 -OM ------------- I z z 5 -2 z 1-0 r1 lo ---- o - AS FIREPLAC 42" HIGH I I LOW WALL—,7 Ln � i I -- -- - �.. � ... - rmirm a I, pl- T_ 1_(111 4f-22° 41_oll- 1 -- - - Bll -�, LAUNDRY 5 ,rmlrm rHI ;E 10I_0��CLG. 10"x10"AIR ND RAILS o--- i TJUMPER I l� ' LINE OF 2ND EAT NOSING M i' AS p• L/T FLR. ABV. - - f _ PACE - - - - LINEN �n l _ I R&SH MASTER _ N czdl N U_ 0- 14 ,- PROVIDE Air BEDROOM � (�@� I M 14 0 12"x12" DROPPED Q CEILING FOR 10'4' CLG. N o 61.011 2.511 _ 6.511 PLUMBING / =N 1 3m 8 1 MASTER ATH 2-11/ 6 VENTING �_ W.I.C. --I I N i II ciZ O 5/11 10'-0" CLG. ^ 1z -1 10'-0" CLG. 0 171_611 � w , 51_211 51_211 111_811 lo lo 06 ® R&SH..7— sk `1k D o N Ln I I I GAS TANKLESS 16'-32" I 81.7211 121.411 121-4Y21, IBWATER HEATER A7.18 481_411 61_011 21_011 58'-8" oC 0 0 Q IV Q m Q i O U U U LLJQ m U z 00 Q Ln �O I COMMUNITY DEVELOPMENT; APPROVED _. DITIONAL NOTES, SCHEDULES, & DETA] � BE FOUND ON THE AIN SHEET. TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. May 30, 2018 OF Lo ,r 5x t t 1t R 9 *i F 3 ff A, � cs ED A,¢�,� Ovan G. , AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W CG al W O C'11 00 p t- 06 06 ¢ W Q U41 r -4 V W oC > p m J Q r O LU LL U L _ Q L Z L � �i U Q �0oo LU O ® 00 m N2 Ln LL FO O � ¢ Z ¢ O N U r; J< C) O o, N 0- o I 0!� LU LU LU U LU Q Lr) I Q w O k Cn c.!) ca- .... _ Q' U '� I z z U Q N J I LU Q 0( LU Z C) � �I z 1 o I CC) LU LU CWLLj LLJ I L. 00 N Q j0 Lf) Il LLJ U, oreLLJ LL, LIJ -' f --L z ",SIAL NUMBED 1017.0 Q L 0 U a L .Q 0 m O 2f, LL_ '--' o Cz z O z Lr) ,LU OLLJ _ � a� cx�zmO '-'--' w opC) fa - 0 p z OJ w Q LU co w ~ O I— p O = z = � Q�z D O LU crf J W Z O w O w O (n p z QO LU O:f LU U LU O Q WC):f ::- 0 ,� z = z w � O p J = z Q Q 0 d LU J U m LU QUo D O � Q ce U LL.w Co '—' Z U 0 �a _ 0_ O } w mQ> J O J J Q F � p = LL_ w Ln O � cn o� J O U � V l- � CoQ O� ofoz =m0 Ln z�C�� 1 awcn., CO z _ co LU p���s w Q p d Z = p w w � OLn�w Q Lr) >- CO (7C)!fwZ Z O O �zU p�wcn =LuUjo mcif r� pQLUo ED LU z z = p z wJ w Q Ln w�oU" (n o"' z z p �17 � U p LU V p p = 1--1 W F - z O w = O Z f5oou, z z CI_ cn O Q O re H a w Q LU .� LU >- z ED LL_ Z _Q z U LU O LL] cl �5 Q w i F— Z = z O w�ug-:�)m LU F -- p w w m LJJ U Lj_ �tU�LL O rB A7.18 42'-8" - - - - - - - - - - - - - - - - - - - - - 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 1 I I 131 _ 3/11 121.111 61.011 BATH 3 + Ln I OH OI 9'-0" CLG. O Ln I = 1 1\ BEDROOM 3 00 Cz� i� I ,1 2'-8%" 1'-4' BEDROOM 4 I °° .I.C. I 1 0 91.011 CLG. 91.011 CLGJ 31.01 51- /11 9'-0" CLG. I - - - - - R&SH_ I,- ---- �- - 12 C � cv o \ ,� 1 O 5Y2 N I N M rl - - - B 151.011 _ a�'-\31 12 31-4Y211 12'-9%" I O - - - V I I I �.__ ....11 = I n n — _ — _ ' 3/ L,1 _ 22 x34 ATTIC 5/11 ROOF 31.0/11 21.711 2.911 11.51E I ACCESS FLOW I I I I 11 11 R& SH 11 I I .............. I p MECH W.I.C. c� A I JO _ 9'-0" CLG. 9'-0" CLG. I I � II A7.18 - — � - - - 3'-0�; ATH 2 � 12 - - - - i i - - - - - I o I i t _ F I _� A7.18 _1 \ 91.011 CEG. '-01 " M /2 4211 HIGH ; ; `1 OPEN TO M I = LOW WAL � BELOW 1 F CD 1 1 I ROOF R& SH -- — C I I 1 I ELOW A7.18 _-----_ ---� _N iI N 1 B 6'-10" 9 1.2/11 111.3/11 31.6/11 5/11 I o 1 1 - I - - -LO � __ ---- -DN--- - --- - M - - I =N ----- � - , I -- - -------- ROOF BEDROOM 2 rn I� 'I _ O FLOW 1 rn 9'-011 CLG. -- - - ------ D 1 42" HIGH ; , - - - - - - - - - _ _ LOW WALL -- B rn HAND RAIL 36" I ABV. NOSING - _ 1 \ LOFT 42" HIGH COMMUNITY DEVELOPMENT I % 9'-0" CEG. LOW WALL APPROVED 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. May 30, 2018 1 , 1 d R 9673 'ED A' Ovan G. d, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W O m W _t O O) ,--i 00 0 � Ln °o 06 U ,2 W `_ (f)r4I c W � > '� p o J 0 Q V L _j T Z U = Z a 1 `./ _j Q -0 0 0 W Vi 00 L Coo m aD ra Ln 1_t_ <E��Q J CL ¢ U cv J n to o ¢ I 0')O N ca C) •� z 1 2f 1 y ct O LU L1 LU 1AJ W I LU I� LLJ p[ U WQ Cn Q U) a U ,w UzUj © ...a azLU W Or- I N W Z c� O w� z Y � 1 O W Uj L v 00 I� Ip 00 M µ} ., C Lu z L-- C I OLLJ 1w �. :3ERik UMBER 1017.0 6_ O V a 41 Q) 0 O z LL '~ O � z z o zc�i�w o�= ��� � z `o � w J 0LU —� oho z I w Q LU cc) > ~O LU ,n c� ::D w Qo� LUho (!) J w Z O W 0 Lu O 0 0 Q O <LU V pf w z V(nQ w 0 w �z = z w Q F- 0 LU O J ~ Z Q CD O ry f— O w Q � J V p[ m LU Q O O � 0 Lr) Q ry V ti w Z Co z ry LU � z w ED Q > J O J J � J Q L~L Lu (n L„ ou 0 U moo¢ oC"�� B oz LU Lu Lu 0(D w = co m w LU .< z = to w Lf) W (/) o w J z V LU Q��>— cy� CO (DCrfw O > O LU LU z 57 LU 2 V V OD �ZLU m cif Q- C Q w O F- = z = o LU z w � QLU cn LU O 0:� cri cn c~n O w Z w D � Q Lu V Q LU cn w p w zLLJ re z z O z C:) z o � z (D z w Q QO27, F— g LU o z LU LL_ z Q (D Uj Q 21 - Lr) D:f w QL.u�� (D �_ z o z w��� oz=� C) LQU�j wc0LIJ V _j Z L ..joOU- Q V F_ O (�EWINDOW TAG WINDOW SCHEDULE CLA WINDOW CALL -OUT LOCATION TYPE R.O. SIZE REMARKS A SINGLE HUNG 3060 36 1/2" X 72 1/2" EGRESS / LOW - E / VINYL B SINGLE HUNG 3050 36 1/2" X 60 1/2" EGRESS / LOW - E / VINYL C SINGLE HUNG 2450 28 1/2" X 60 1/2" LOW - E / VINYL D FIXED GLASS 2020 24 1/2" X 24 1/2" LOW - E / VINYL / TEMP E SINGLE HUNG 2060 24 1/2" X 72 1/2" LOW - E / VINYL F FIXED GLASS 2040 24 1/2" X 48 1/2" LOW - E / VINYL G SINGLE HUNG 2060 30 1/2" X 72 1/2" LOW - E / VINYL H SINGLE HUNG 2440 28 1/2" X 48 1/2" LOW - E / VINYL I SINGLE HUNG 2030 24 1/2" X 36 1/2" LOW - E / VINYL J FIXED GLASS 3016 36 1/2" X 18 1/2" LOW - E / VINYL / TEMP CDOORAL POOR SCHEDULE (�7__DOOR CALL -OUT LOCATION TYPE SIZE REMARKS 1 THERMA TRU INSUL. ENTRY DOOR 3'-0" X 8'-0" FIBERGLASS 2 O.H. METAL GARAGE DOOR 16'-0" X 8'-01" DESIGNER STYLE 3 DOOR 31-011 X 81-011 SELF CLOSING, SOLID NOT LESS THAN 13/8" THICK OR 20 - MINUTE FIRE - RATED 4 O.H. METAL GARAGE DOOR 81-011 X 8;-011 DESIGNER STYLE 5 HOLLOW CORE DOOR 21-811 X 81-011 6 HOLLOW CORE DOOR 2'-6" X 8'-0" 7 HOLLOW CORE DOOR 2'-4" X 8'-01' 8 HOLLOW CORE POCKET DOOR T-0" X 8'-0" 9 HOLLOW CORE BI -PASS DOOR 5'-0" X 6'-8" 10 SLIDING GLASS DOOR 12'-0" X 8'-0" TEMPERED 11 HOLLOW CORE DOOR 2'-8" X 6'-8" Javier 12 HOLLOW CORE DOOR 2'-6" X 6'-8" AR 98560 13 HOLLOW CORE DOOR 2'-0" X 8'-0" 14 HOLLOW CORE DOOR (2) 2'-6" X 8'-0" W 11 1, 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 LL O Q Lf) L Q m Q V / O U U z V a LU m U H z r -I TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW, May 30, 2018 OF FL 1 f , •4 A,R 967 'ED AR Ovan G. d, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W !_l_ O O) D Lu _j o rn 00 �— 06 U W Q ) N C W oC > '� c:) Q o LU d" 0 Q k i Z = � &_ Qj C = U U wvt 0 -0 C:) L c: O 05 Q) i2u7 --' E0�¢ J = ¢ Li O fV U J< J I'D O o N 0- LL_ z. z C) , i LU ��_ Com✓ Uj u F- L LJ m LU 2: Q ,1'-U z � �, W I Q �--� U) 0' w Q U wzLLJ zLIJ Q Q � N w J LU N 00 LU z z O c� o 00 LU t– LLJ t v LU Ts LU } U g� 'Q W 06 W J W U W O z U_j C) cy µ O L.Lu c° LU SERIAL, NUMBE, 1017.0 Q. L C) U L M _Q 0 a m O z li �o � z z zc�nLLJ 0�= LU cn w O �ca- ry, oc z m 0 w J C) Cep z OJ w ¢ LU woo po= z = � Q � z O LU > LF) J w Z Ow0 w O U) p LUz O w p U (J) UJ a � w � z LD O w>=- z = w cyf~ LU Op J � z J nf<to o�J U C2 m � 0 Z ¢ 0 LU p 0o v, orf Q G V � w z Co ~ z p z LU LU � Q LU LU mQ> - o J Jj � J O p (=f) Q C/) O V uy w � V a p r o� a o z =mo LU z In z U) CD Ic w >-mw004 U -i Z = p w Lf) w (n w LU U Q rf CO (D LLI z CD 0 ¢¢ o Qwz`n 2:: w crn Lr) wpz = V U O >- � p CO a z LU LU I_ z = p z UJ (D w � ¢ w � ,CLp�o occri�c�n LU V p Vp p = U U -J LL_ U) 0 w L = O z z z of O O cn z a o z^,�Q ¢ CD W ¢ LUpz ED U z ¢ z w w 0 w Q w z = z o (D LU W U L wm w o= IU _ = I �oo"- �rUF__o ROOFING PER CONTRACT (TYP) FIN. FL. O 0 0 .-1 HEEL T.O.PLATE FIN. FL. m ROOFING PER CONTRACT (TYP) FLASHING - / - ------ ------ 1-4111 -- --1-411 6 CORNER TRIM TYP. 5 FLASHING 5.2. ��rNe�1>irc1�IQ1 Lil uIril �1�1111���11'll����ll' ■ � � 7 .2. -- - -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- HEEL -- --- -- -- -- -- T.O.PLATE F. 0 60 IIII I � I E II I I 1� RINT1I=FLA 1 191 _...__....... .................. ... .... ........ MIS =CD 1 ..._...... - .......... _ - Zo............... _...... _ m _.... _.................. 9 5.2.18 FIN. FL. NOTES: - PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS, TYPICAL UNLESS NOTED OTHERWISE. - FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH ELEVATION. "CORAL -LIGHT" OR EQUAL PRE -FINISHED - FOAM APPLICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS. U.N.O. - PRE -CAST STONE APPLICATIONS, SHALL BE 'STONE CAST' FROM FOAM FACTORY INC. OR EQUAL, AND INSTALLED AS PER MANUFACTURER SPECS. - TRIM WORK FINISHES SHALL WRAP ALL OPENINGS EXTENDING AT LEAST INTO THE UNDERSIDE OF THE OPENING. - METAL WORK IN INTERIOR AND EXTERIOR RAILINGS AND APPLICATIONS TO BE FAUX WROUGHT IRON ALUMINUM. - THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER. - THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING WITH THE SUB -CONTRACTOR / MANUFACTURER AND THE ARCHITECT/DESIGNER IN WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND APPROVED PRIOR TO INSTALLATION. - ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING HEIGHT OF COACH LIGHTS WITH TOLL BROTHERS P.M. ADDITIONAL ELEVATION NOTES: 1 - PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" HEEL 2 - ALL HIPS TO BE MANUFACTURED WITH A 11/2" OFFEST AT CORNERS 3 - ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN ADDITIONAL 1/2" DROP ASPHALT SHINGLE ROOF SYSTEM kDDITIONAL NOTES AND SCHEDULE ;AN BE FOUND ON SHEET A5.2118 III r -I 21_11� LLI I, ------ ------ 1-4111 -- --1-411 6 CORNER TRIM TYP. 5 FLASHING 5.2. ��rNe�1>irc1�IQ1 Lil uIril �1�1111���11'll����ll' ■ � � 7 .2. -- - -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- HEEL -- --- -- -- -- -- T.O.PLATE F. 0 60 IIII I � I E II I I 1� RINT1I=FLA 1 191 _...__....... .................. ... .... ........ MIS =CD 1 ..._...... - .......... _ - Zo............... _...... _ m _.... _.................. 9 5.2.18 FIN. FL. NOTES: - PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR DECORATIVE ELEMENTS, TYPICAL UNLESS NOTED OTHERWISE. - FOAM APPLICATIONS FINISHES SHALL BE ACCORDING TO EACH ELEVATION. "CORAL -LIGHT" OR EQUAL PRE -FINISHED - FOAM APPLICATIONS SHALL BE INSTALLED AS PER MANUFACTURER SPECS. U.N.O. - PRE -CAST STONE APPLICATIONS, SHALL BE 'STONE CAST' FROM FOAM FACTORY INC. OR EQUAL, AND INSTALLED AS PER MANUFACTURER SPECS. - TRIM WORK FINISHES SHALL WRAP ALL OPENINGS EXTENDING AT LEAST INTO THE UNDERSIDE OF THE OPENING. - METAL WORK IN INTERIOR AND EXTERIOR RAILINGS AND APPLICATIONS TO BE FAUX WROUGHT IRON ALUMINUM. - THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE ARCHITECT/DESIGNER. - THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING WITH THE SUB -CONTRACTOR / MANUFACTURER AND THE ARCHITECT/DESIGNER IN WHICH ALL ARCHITECTURAL APPLICATIONS WILL BE COORDINATED AND APPROVED PRIOR TO INSTALLATION. - ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING HEIGHT OF COACH LIGHTS WITH TOLL BROTHERS P.M. ADDITIONAL ELEVATION NOTES: 1 - PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" HEEL 2 - ALL HIPS TO BE MANUFACTURED WITH A 11/2" OFFEST AT CORNERS 3 - ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN ADDITIONAL 1/2" DROP ASPHALT SHINGLE ROOF SYSTEM kDDITIONAL NOTES AND SCHEDULE ;AN BE FOUND ON SHEET A5.2118 III r -I TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW, May 30, 2018 tr k 4 R 96, " 1 , f Ovan G. �L ;,-„„lud, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 3avier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W ry C) rn LU o rn T__4 00 ® u6 06 U Uj q� :3 Ln N W > 00 i Q_j po QUJ v L Z = z �- ` a U1 __j L1J V) 0o O L CQ 000 Ln E Ln Q U N r\ � o 0 d Q Oa Obi N r o' O z 1 ~ z 1 1 h -i 1 f-1 L E w t -- w tn LU _Q LU L.LJ cn Q V w wzLU CDLU �Q Q � N w J w N 00 w z 0 0 `-`' z c' Y O cn 1 ¢ V LU w LU Vc z 0 Q LU LU W W T -"I O �!o � �z w C'LU F— Lu z 0 w m U_ ERIAL NUMBER 1017.0 Q 0 V rp Q)4 0 L Q - z LL. O �z z ¢ O cn zl(nw = O � w C,:f F- crn LL, 0 =)aof c1fz0° 0 w � opo O z I W ¢ LLJ co > 1— 0 LLJ --I ZD oo= z = F - ¢~z 0�0 � w z O w 0 w 0 �o LLJ =o Q � V D VO ¢ �ck�o LJ z = z w �¢� 0 � O J � Z J _ ¢ ��o LL- o0J V cy, m w0cn V z ¢0-10 o O u, Q 0c,o V Li w Z Co �zo z C:) LU LU¢ w a C:) cif, ED w J 0 J J � J LLJ U) 0 Ln u, OO:f J O U) Vy Qor Q a 0 z =mo �oLr) noLUm m co w Ld z = -, w 3�:U,w(f) O cn -i w LU _ ¢ U')F— m CD�Lwz 27 O > O Q z LU z O 2:: w Lf) =co .�o F- z LU F~ >- c1 CO oC a Z o ¢ >0 F— LU — vi ¢ z z = o z w J ¢ a p = z LU 0 of L!) (n OwzLU o � LU =�o V =)0 LU= �--o w F— z O Uj LU Lr) X00"' z (f)o o�z,-, z w Q ¢ O cn re F-aw> o o z w LL. Z ¢ C� w LL ¢CL,�o 0:f (-n w Qw�� z = = ~O z '� CO o z = Ln LLJ �F-:Z) LU owmW J Z —1 LL O O ¢ V F— O O O O HEEL T.O.PLATE FIN. FL. 9 .2.1 HEEL T.O.PLATE PROOFING PER CONTRACT (TYP) .._.._. .._...._.. .......... ..... ..... _..._... '-4 .._........._............. .. . TYF 2ND FIN. FL. HEEL N N T.O.PLATE ILD - C) o -1 6" CORNER TRIM TYP. FLA�HING ' 4" '�T*1 00 }00 - . .......... ......... DIVIDE BY CODE REQUIREMENT _.... ..___. ___-___............. 300 MIN. NET FREE VENTILATING o 10.18 Q F- w O al 00 U E--. --' 60 06 9' Oka �Yr1111= cmmiei ROOFING PER CONTRACT (TYP) - � � ��1�11111��II` IIIhti�Vl 11ti���4l� ��I��!li�ll ,�sH,NG --- --- - w --- ------- . .... . ................... . ......... . . .. . ... ....................... ............... .. .. . .... ...... - 3 .2.1 LEFT ELEVATION SCALE 1/4770" CLASSIC go COMMUNITY DEVELOPMENT APPROVED �OVIDE RIDGE VENTS, TOLL BROTHERS P.M. TO ERIFY LOCATIONS ROOF VENT CALCULATION ATTIC AREA (TOTAL UNDER ROOF) 3055 . .......... ......... DIVIDE BY CODE REQUIREMENT _.... ..___. ___-___............. 300 MIN. NET FREE VENTILATING AREA REQUIRED 10.18 F BCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO ULATED AT 1/300 PROVIDED THAT 40-50% OF THE ED VENTILATION IS PROVIDED BY ROOF VENTILATORS D 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. ROOF SLOPE PLAN SLOPE: 6/12U.N.0. SCALE 1/811=11-01,CLASSIC 6 $ 2.18 5.2.18 ASPHALT SHINGLE ROOF SYSTEM kDDITIONAL NOTES AND SCHEDULE(' ;AN BE FOUND ON SHEET A5.2.18 DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. May 30, 2018 v S H t , &3 I l✓ v F V t [, t 'ED Ovan G. d, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W P---4 loroo LU U O O) Q � w O al 00 U E--. --' 06 V Z w U) N A V F W cr- >00^o i �•-- O C) M Q _ 'SC t.!_ V T = Z L � ra (i�. a ¢ � 00 i " O �.J wcn Q i CooM ^ V 1 w o °' ' O" LU ;' 0wLU Q J • E0� U U D rr¢- < U ..1 J w QLU o LU cc w LL, 'oC w (' U o ,.:�CRIAL NUMBER. �N Q W 00,0 LL P---4 loroo LU U Q � z U Q --' Q V LL Q oC Im O z Q 00 - Q ^ V 1 w T� w O" LU 0wLU Lr) w U U D rr¢- o w QLU 11 LU LU cc w LL, 'oC w (' U ,.:�CRIAL NUMBER. 1017.0 Q W m U_ ¢ � N w J � Z Z Y (7 � Q �1 c xG LU 1. W 4, Ll 0< P---4 loroo LU U Q � z U z --' Q 00 0 M Ln 0 LLa LU Lu I LU a. O LL O oC O z 00 - Q w T� ,z _J 0wLU Lr) D L1.1 QLU LU cc w LL, 'oC w ,.:�CRIAL NUMBER. 1017.0 010 z w -' O C) z z O Q�U) zMLU O'-' r ii w O �cl- orf m �Z p w J J EL � � O a 3: 2 z I W Q ��o LU -n CDW oo� < z 0 0 >C)!fLn J w z Ow O Lu O r Z < � w z V I Q W � O 3;: a L} Z = z w � Q � Lu O J F— z J C) -:::c O cxf LL. d J V � m � U Oz Q of O m O Q � � V i W Z m z z LU 0 W }Q W a O w m Q > J QJ J � J Q O = LL_ LU Cn CD CD cn o� yy-- J O r— U) moo¢ o�� Boz =mo �Uo� Q� n� W m mw� Q J � � Uj Uj Q Q Z 2 O w U) W U-) J LU LU UQ�cn~ 0-a,m L7cl�wz =O > O QZ z O LLn LU u Lr) �= V LU O zw� m a z oQLUO LU z LU JQ Cyf LU Q LU O (!) U) zw'¢p 2:LU 20 Q = m w UU)WFF_ O W z O z O cn c' U) O D Z w Q cn0z� Ln a w Q LU o o z w w z Q w w z w r a cl- ,._, o c r-1 Ln C)r- W Q W i z=zo z Uj Uj rym oz=� O LU U W m W �zJ� JO O L- 4< U H_ c:) QVH-O ROOFING PER CONTRACT, ON (2) 7/16" SHEATHING 2X6 W/ 2" ROUND VENT @ 24" O.C. 3/8" CEMENTITIOUS SOFFIT METAL DRIP 1X4 FASCIA 2X6 RAFTER TAIL @ 24" O.C. SIDING PER ELEVATION 2X RAFT! @ 4" TRIM @ C METAL DRIP 1"x6" F. 1X6 TRIM BOARD SIDING PER ELEVATION 1 EAVE DETAIL 2 5.218 SCALE 112"=11-011 Ln SIDE VIEW 5 BRACKE 5,2,1$ SCALE 3/4"= 5%z" FRONT VI M En M C) Lr) 9.2 5.2.1 4'-5" 5'-0" PLAN VIEW 2X4 SUBFASCIA 2X4 OUTLOOKER 2X4 LEDGER TRUSS LAYOUT_ BY ENGINEER 1 6 LAP SIDING D 'TAIL 5x2,18 SCALE NTS"=1'-0" WALL PER PLAN SHEATHING WATER -RESISTIVE BARRIER JOINT FLASHING AS REQUIRED NAIL PER MANUFACTURER SPECIFICATIONS LAP SIDING CONCRETE FOUNDATION SIDING FLASHING 1 X 2 CAP FIN. FLR. 1 X 6 TRIM 1 X BLOCKING CAULK AS NEEDED FLOOR - SYSTEM 3 TRANSITION DETAIL A5,2,1g SCALE 1"=1'-0" V-2" 11/" 2 Ln 1'-0" I2" SIDE VIEW FRONT VIEW N Ln 4" SIDE VIEW V-2" 10" SIDE VIEW 4%" \ D FRONT VIEW 4" FRONT VIEW (--i')BRACKET TRELLIS DETAIL A5.2,18 SCALE 1"=1'-0" SIDING PER ELEVATION 1 X'2 CAP 1 X 6 TRIM 1 X BLOCKING SHAKE SIDING 5V 11 O 4 WINDOW DETAIL 5.2,18 SCALE 1"=V-0" LU Q > z O Q LU J LU LU U-1 Ln (8)COLUMN DETAIL A5,2r18 SCALE 1"=1'-0" CK CAP CK JEER HEAD ;ING �,.., -ILL UNIZ`I DE�E`OpMENZ COMM PPR®V E® ;4" TRIM (4" WOOD ST :XT. 9x1 A/C ENCLOSURE DETAIL 5.2,18 SCALE 1"=1'-0" 00 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. May 30, 2018 � Q FLn- ! �f xt R t rr ' A.. Ovan G. . hl , d, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W ryo 0) LU o m 00 o� 0� U ¢ z w Q �„ `n N >' w >�o V = Z m � w U ►+ Q) -6o a � Uj V) L C CO m v Ln LJ..® FQ O —° ' Q U N j _j O �C �p d- o 0"I10- N O � � z � O � > Uj t I> w Lu LJ LLJ =r_ ! V) E LU i Q ` F-1 U LU Uj '4< V Wz LU 0 z UJI f Q � N w J U-1 � N ®o LU z O o z Y o w r -j UjT Uj LU LL_i F—+ LU 00M ® 0 m Q N w 2-- O ___I LU li 'L.T-. �/ re s^ w ,_._ w X W "i w �ER�. IME 1017.0 mamm z LL_ O 0:__1 z(D Q�(f) zcU)nLLU O _ w n re ocz`° O LU J 0�0 C�0 z I w Q w�o 0 LL 00= z = F- 7-, 0 0 LU J w Z 0 W O LU C:) z Q � O LU 0 LY w z UL)Q �o� w LY z LU z = z w � O 0 J � Z J = Q �o� ��o 0 LU d J U�m Lu O U Z fl - C) O c!1 Q0 LU V i w ZCo�z0 z ��}Q LU LL1 _ LZ o>- of w mQ> J O J J � J Q �LLI cf) V O to Oao� LY � � c:5 z =mo E— 0 cn 0 noc"� mmw J 2 L Q Q C) Z =W cn ,_L_L� cn J w LU Q Lf) ry, CO L7�wz z O cn O = LU U O= (J) �gwLn U) LLJ = (-D Lu O � Q LuF— >- cif cr-o Co 0-z 0QLLIO LU cn Q z z = 0 n��Q wwav) w (n O LY Cn (n (-n O w z w o � 0 V U _ w� 2, p w = O Uj U) z z � 2- CD acz ;(f)zo Z w � Q Ln Of CD 0—w 4 Q r z LU LL z Q (�-wLL ro n 0 w Qw�� z = z o w��Lb _� LU w m w z J U J O O � Q U O COVERED ENTRY a FOYER PRE-ENGENERED TRUSSES DESIGNED BY TRUSS MANUFACTURER BATH 2 PRE-ENGENERED FLOOR TRUSSES DESIGNED BY TRUSS MANUFACTURER 'A'�BUILDING SECTION ATIE JSCALE: 1/411= 11-011 PRE-ENGINEERED TRUSSES DESIGNED BY TRUSS MANUFACTURER GREAT ROOM SEE SHEET A3.N FOR INSULATION SCHEDULE . .... ............. 'COVERED LANAI . r I ii i i ............... ,.......................... - i t i ; it PRE-ENGINEERED TRUSSES DESIGNED BY TRUSS MANUFACTURER \-CABINETRY & APPLIANCES ARE FOR REFERENCE ONLY CLASSIC —SEE SHEET A3.N FOR INSULATION SCHEDULE BUILDING SECTION SCALE: 1/4'1!= 1'-0" ■ *18 RISERS @ 7 5/8 16 TREADS = 10" W/ 1" NOSING 1 LANDING *ACTUAL STAIR RISERS TO BE VERIFIED BY CONTRACTOR IN THE FIELD STAIR RAILING AND GUARD RAILING NOTE STAIR RAILING AND STAIR GUARD RAILING SHALL BE CONSTRUCTED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION. IT MUST ALSO WITHSTAND A UNIFORM LOAD, NOT CONCURRENTLY WITH THE CONCENTRATED LOAD, OF 50 POUNDS PER LINEAR FOOT APPLIED ALONG THE RAIL IN ANY DIRECTION. INTERMEDIATE RAILS AND POSTS (IN -FILL) SHALL WITHSTAND A HORIZONTAL LOAD OF 200 POUNDS APPLIED AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY WITH OTHER LOADS. i LOFT MEN CLASSIC - 42" HIGH LOW WALL 1/2" PLYWD. 1" NOSING TYP. OLI 2x12 P.T. HEADER WD. NAILER 2x12 WD. CARRIAGE (3 REQ'D.) STAIR SECTION SCALE: 1/4"= 1'-0" 0 2x WD. TREADS (NOMINAL) TYPICAL SECOND FLOOR A. 11'-4 3/4" M CD LANDING Ln CD Ln ,--L FIRST FLOOR 0'-0" FIN. FLR. CLASSIC 0 C) Q U) Q m Q O U U U Q m 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, May 30, 2018. QF-FL`C R 9x.%i /may /+�.T , t d t , Ovan G. i urs d, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W ry o LLJ o m 00 oLf) ¢ °o ¢ U <L W C >0 00 ® i LU rjO U Z Z U �d -0o0 W V1 L C 00 M Q J E0�a CL ¢ U N _j � _j ko 0 LJ d 0 N CL c� L..l... z Q m LU L LU LU LU DCLLJ U LU L—L Q cn LLj (n' W f U _ w zLU C) z L � Q Q N LU f J L j N OO Z t LU O o z c? a .�✓-- LU co H 2_' LLjQ �. U F- LU LU i.LL 0c _ -r- C21 V CI) Cr) 00 0 T� U LU �z LLJ LU cn LU w tts m SERIAL NUMBER 1017.0 9 Z LL O C) Z z O Q 1--1 Ln z cin ,moi, 0 LU cnuJo =) cl- cr� cxfzC° O w LL_ J oho LU ry coo z I w Q LU CO ~O w�,1 C) w 0 O -T- O LU jY U') E� w ;:- 0 o w O w O Q z Q <3� O w Uj V U) Q LU p cl- w O d - LU z w Q 0'f fH LUOLU .J � Z J 2 Q O O Ce Of �— O LL 00 J U c):f m w O u') Of Q U o O Lr) LU Q of Vw Z CC) Z LU � Q w LJ Z w co O J J � J Q O = o"'�n C:) Ln J O V w LA U CL r) <c ocj:f a O z _ m O �0Ln � C Q�vyz mm j o ¢oo Z 2 Q LU Ln w (j) o cn J w LU U m O o C of, Z C:) .> 0 QF__ LLJ zo 2: LU LU O z w m cx� a w ZZ=rte Z (n�Q wCyf W Q LU O O w z w LU U �LU cn L.Lj= z O w z Z z LL_ foo"' z CL Ln C o O z w Q O cl:f crf a w Q LU o o z LU LL_ z Q zU LU O CL (-"I L) orf w Q uJ 3: - z = z o Lij LU rym CLLJ = owmw z�U _jQOLL- Qc.)[__O _.... _............. ...... _ UU V t Kt U ENTRY _... _...... i Imo- _._...._._....__.._ ...__............Jj .I _ I I 1011 X 1011 AIR JUMPER DIFFUSER LEGEND ® SUPPLY j RETURN ® ?EXHAUST FAN FOR REFERENCE ONLY U U U Q m MW H z a 21 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. May 30, 2018 ,e OF_FLOI ' ZI 6 R 967, r" R £ f ED AV- Ovan G. L,„i, d, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W O m LU O m ,--i 00 �p Ln 00 U Z Ujk/} V) N >' ~O w CC t1qo ON 1 c 0- > 00 0 Uj fN Ict 0 O Uj V Z = Z a �� U � LLI �0o 0 L c c" 0 ® 00 (L) U-) i..L O E0 C tJ) < U N _ _j n t1Q C) < ON Q- z Li i Z C) LU " t LU j LU I FLU LU Ur) +.o A I LU Q < OroUj U W Q (/) Q LLJ � ~ O. (� cy- l (n CL W iZ a U LLj Uj z w LU W N � 00, Z w O Z � " o M Y �! p LjJ *^� I Uj "= LL! LU _. LLI .7E 00 p z� O wOC W �K Ul) w(n n = LLLU - W LLJ w n w czt� SERIAL NUMBER 1017.0 16 Z LL- (D ..Lo p z z Qom z vii ,Cy o = oc z `o 0 w J pyoL.L J Lu 0- C) -j - OJ w Q LU CO ~ O LU F— p p w p O = z=F— Q � z O LU ry L0 LU z 0 w O w O U) p z QO LU p Of w z U O Q LU uf z �=)0 W} z = z w � Q � C),f� p LU J ~ Z Q OO w m LU O 0 J V C)�f m w O Q V O p O � QLU nrlre V w Z - Co Z O Q LU w O >- cv- m7:1 LU w Q J O J J � J Q OLL- Lu p c=!) 0 "'u, o0 -f V O w � U a p < ocr, a 0 z _ m O ►- p C) v O Q p z_ mmw� Q ry o¢op Z = p w Lr) w L10 O U-) J w LU Of Q m ~ CO L7 oC w z z O O z Uj V O �2:Uj =(DLU o �zw� CO oc z w LU z = p z tw!)VQ LU wQ Lr) w po �cy, � c' -n O wz w C) LU 0 V < p Q p = V L0 w L— LL- Z O w = o Lf) LLJ ref LL - O z z O cn f - u') o z w ~Q O Ce a w Q p Lu z wLL. zQ (� w w Z w o a p � w < LU z = z o LU LU CO LU = U) �F� owmw z L �00Lj- 6t U I— O BATH 2 - - - - - - - - - - - - - - - - --- i i OPEN TO FOYER BELOW r- - - - - - - - - - i i SECOND FLOOR DIFFUSER LAYOUT SCALE: 1/4" = 1'-0" CLASSIC DIFFUSER LEGEND �' SUPPLY m RETURN jEXHAUST FAN FOR REFERENCE ONLY oC 0 rV 11 V / Q c� G Q 0 U U U Q 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, May 30, 2018 0 ' r R 9673 A. [} Ovan G. ` h.,"' , AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W O Q1 Lu O 0) Q a+ Q) Ln 06 06 U w Q � U') N >' 01 c W a > '_i O a tJ pry o - V 0 L � = Z a U a Q � � OO O w v') i coo m LL0 N L O Q Eoco� _ E �-� J U N � n �p O J ¢ O Q1 N O O Z LL - LU �! w F car - w W W P w 1_U < ore 'U U LU LUQ �0f5 cn CL w ; �Qf U LU LU z g -u � Q Q N � w LU N 0E Z o wO M 1 co w LU LU w 0 1Q ce W I� LL 00 0 i o C*LLI �z {0 LU u.w U u. co LU LL.I :E. = (.n z SERIAL. NUMBER 1017.0 LL- (D p J Z O z cin U -j O _ nwO oL orf m � z J O w L.r_ Lij ®moo a p z OJ wLU CO ¢ w ~ O_ p w zoF=- ¢ � z C) 3: O J w Z O w O w O C%) p Z QO � w� U (f) ¢ LL' 7D o � 0- w z = Z W C) LU O J F-- = I =C:) O ¢ c1f F- O w 0 LU 0 J U m w 0 Lf) oC U ::- < ¢ a p O (f) Q re w:71 LL. Z Co z � ¢ W OtfW �pe z wLLJ ED ¢ > J � J J � J fO pLU C= (f) U) Ocy, O U V w - V a p CD C)'-- a O z =mo �pU) pcw0 QC�7 mmw� LU Q Q p Z = p W �i (f) w (J7 J W LIJ ¢ U) ~ m (Dow �z z O > O O to LU p�wv) cn w p z = V U O W F- W LU U ZLU Z = p Z u)U�¢ W ') ¢ wLn w p z0 ��L0 O W w C) LU 0 V ofp ¢ p p w V�wF-- �Liw O 57 = O LU cx� ZZ z O C:) v) Lf) O z w O ¢ ¢ O cn Ce U) a W ¢ LU p z w � z ¢ U w w z w O � cl- M U) Cxf w Qw z = O LU � � z Lf) CO owmw J z J W 1 O O W ¢UF - O FIRST FLOOR ELECTRICAL LAYOUT SCALE: 1/4" = V-0" CLASSIC 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. May 30, 2018 f is R 9673 J rt JJM}A.. Ovan G. r, E d, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 w O 01 w D� O 0) ,--r 00 p F— ,�, � 00 ULn� —i W ac a) M , o J O V LL.� i = z a U �4 W V) �-�0 4 i � o co v � Ln J aQ J U , J ¢ lD C) 1.0 ;r 0 I Z w z � c OLU , , LU cL W ua }— LLJ Lu Q DCLUU LU tD ~�U) Lr) Q Q O U w -_::rU LU �Q ¢ N � J N00 V z z U O M Y i o p ¢ ULU LU L...e 0 O lQ U.j- LLI `' w LLJ b w Lo SERIAL NUMBER 1017.0 Q O V L ru Qj CD- C) 0 a .. 0 zw - { o o z z 0 Q~� z cin ,moi, 0LU cl:f ~= =ate crf z m 0 W J C)LU m!f ho CI- o z 0 wLU CO Q LU ~ O_ m w 00= z=� Q ~ z 03:0 LLJ w z o>O > w W o oU)o z a�o � w V (n 0 - LD( LO �; r z = z w CIL'~ 0 oLL.oJ � z J = Q ��o 00 LU m V C2 U -j Ov z QUO 0 0 L0 z w Q�� V L~ W z Co z o z }a W W = 0_ _ O >- � W co J 0 J J � J Q Lu Lf) o� J O V � CoQ OO�f� rN O z =m0 � o � (_f) oLn Q�(1)� m m w J LLJaoo z = M W �Lf) w(,r) 0 (n , = Q�U� L70Cwm z z O > Ln O O n w c ��wcn Lf) Luo f-- � U.J mor- cnl_� 0Q�O F__ LU z = o LU z (/7 J Q W W Q � W O cxf U-) O W z W L V < U_ (1) LU C) � w 37 zzz� X00(" z a cn z0 O LU Q LU z w w z Q V w w zw�O w Qw�� z = z O ~ z LU of co o z = < 5:- 0 w m w O O w Q V H O ELECTRICAL LEGEND (b SINGLE RECEPTACLE 6 O -DUPLEX-RECEPTACLE � 240V RECEPTACLE 1b SWITCHED RECEPTACLE � DUPLEX RECEPTACLE (220 VOLT) � SINGLE FLOOR RECEPTACLE � DUPLEX FLOOR RECEPTACLE � � GF�GROUND SWITCHED FLOOR RECEPTACLE (QUADRAPLEX FLOOR RECEPTACLE FAULT INTERRUPTER WEATHERPROOF GROUND ELECTRIC PANEL VAPOR PROOF RECESS INCAND. (EYEBALL) FIXTURE WP EP VP � „ i „ SINGLE FLOOD -WALL MOUNTED DOUBLE FLOOD -WALL MOUNTED SINGLE FLOOD - SOFFIT MOUNTED DOUBLE FLOOD -SOFFIT MOUNTED HANGING /PENDANT -CEILING HUNG CANDESCENTFIXTURE- CEILING MOUNTED INCANDESCENT FIXTURE -WALL MOUNTED RECESSED HIGH HAT � H 2 FT UNDER CABINET FLUOR. FIXTURE 36� 3 FT UNDER CABINET FLUOR. FIXTURE 1 I I I 4 FT UNDER CABINET FLUOR. FIXTURE STRIP LIGHT D O 12X24 FLUOR. FIXTURE 12X36 FLUOR. FIXTURE O 12X48 FLUOR. FIXTURE 24X48 FLUOR. FIXTURE SS EXHAUST FAN �o EXHAUST FAN W/ LIGHT ELECTRIC CO. METER FG M] GAS CO. METER � SD/CO RE D DETECTOR SMOKE DETECTOR so $ SINGLE POLE SWITCH 3 WAY SWITCH 4 WAY SWITCH $ DIMMER SWITCH 4 PUSHBUTTON Lo IDISCONNECT SWITCH n 13UNCTION BOX V PHUNt JACK - PKLWIKL UNLY 0 THERMOSTAT O PHOTOCELL - SOFFIT MOUNT Q PHOTOCELL - WALL MOUNT o ELECTRICAL PANEL SP SPEAKER WIRE FROM TOP OF WALL Q KEYPAD ® unimcz) UCTURED PANEL (A.K.A: SMART IM, COMMUNICATIONS BOX, MEDIA BOX, HOME DIRECTORY_) TNT. INTERCOM FOR REFERENCE ONLY RATN � 1 BEDROOM 2 \ —__ ®SD/CO OPEN TO TO 1ST FLR. FOYER I SWITCH BELOW I ♦ I I TO IST FLR, j I SWITCH --- -----J I- - SECOND FLOOR ELECTRICAL LAYOUT SCALE: 1/4" = 1'-0" CLASSIC of -10 O Q Q cm G Q 1 O U U U LUQ co 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. May 30, 2018 r`14, c? . ,r a r R 9673 �+ED ASG Ovan G. „r1 d, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W O m w o m 00 Q 0n 06 U Z w O� N (n W J oC > o C2. 0� pL�o � U Q UL _jiv =z a _c U a Q �0C) 0 Lf w LA i C 00 CO 00 a) Ln H E0�< J �< U 1 J -' kD o Q k.0 O p rn N �- 27 LL_ z ~ O z p ; c w _ Oc LU LLJ Imo, LU Q ce = U LU QLUcn H 0 Imo, I cn � Q U arf LU z w Aj i ~i w LU N �� z o, w O z U, LU LU LU i O �Q IU iU J 00 ' w T� Of Q i0 o Com! V o O U LU LU cn Ln (=n rSERIAL NUMBER 1017.0 , \ \ „ i „ q q q 1 I I I SECOND FLOOR ELECTRICAL LAYOUT SCALE: 1/4" = 1'-0" CLASSIC of -10 O Q Q cm G Q 1 O U U U LUQ co 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. May 30, 2018 r`14, c? . ,r a r R 9673 �+ED ASG Ovan G. „r1 d, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W O m w o m 00 Q 0n 06 U Z w O� N (n W J oC > o C2. 0� pL�o � U Q UL _jiv =z a _c U a Q �0C) 0 Lf w LA i C 00 CO 00 a) Ln H E0�< J �< U 1 J -' kD o Q k.0 O p rn N �- 27 LL_ z ~ O z p ; c w _ Oc LU LLJ Imo, LU Q ce = U LU QLUcn H 0 Imo, I cn � Q U arf LU z w Aj i ~i w LU N �� z o, w O z U, LU LU LU i O �Q IU iU J 00 ' w T� Of Q i0 o Com! V o O U LU LU cn Ln (=n rSERIAL NUMBER 1017.0 Q L O U ro a Q 0 a VIP D z L� �0 � z z 0 Q�(n Ln z U) LLU O ��af Lzz°J° 0 W J � re O z O0 wLu Q >> o� I 00= zxF— Q~z 0 �0 U-) J W Z Ow0 w0�- z QO W L]Cwz U (n Q CD Uj 3;: 0- wzw x< �c1f� LU O J I— z J T- Q (D af �- o LL 0 d J U m � OU Z C,� a ooc„ 2f LU V w azo ��}a W W LL a Q > 0 J J F-- J Q ��U) OCcn o� J 0 0cl:f� Boz =mo �LoLn Q UUj z c>_ LU LU <c zxoUj 3:Lnu � 0 LnJ W Ujx Q(!) } a co af U cIfwz z0>� 0 Qzzo LU 2: W Ln =Uj in0 LU OfLU z z x o Z LU V) Q Q w � W (n 0 Ow z Z � w �w x Cj V�vL x 7LU � p w � z z z r 0 O to z z w Q Q O L- LU Q LU C) LU LiZ Q (D WL L z LLJ 0 Qw z = z O LU w � m o z0 x Ln ::D L< �� U w ro w .JL O 0 W dUI-0 TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAP FLASHING EXT -1 D3 N.T.S. OPTION - A SEE NOT[ WALL SHI WITH WE„ I I IL-1\ RESISTIVE BARRIER THER LRRIER & 'SECURE WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) CONFORMING TO AAMA 711-07 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY SS DOOR FLASHING DETAIL (EXT -1) HING STRIP CONT. DRIP EDGE ACROSS DOOR HI TO DIVERT RAIN LL 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 A' EXT -5 EXTERIOR OPENING D3 N.T.S. R BEAM (EXT -5) HEAD FLASHING TIE-IN INSTRUCTIONS: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 2. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 3. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING WEATHER RESISTIVE BARRIER TAPE NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE). CONFORMING TO AAMA 771-07 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE, 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. 4. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS, WEATHER RESISTIVE BARRIER - 2 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 611 i— SILL PAN EXT -2 TYPICAL WINDOW FLASHING DETAIL D3 N.T.S. (EXT -2) WALL PER PLAN EXTERIOR DOOR 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 EXT -6 HEAD DRIP DETAIL D3 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 Q Z a z TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING (ASSEMBLED F FL _n WINDOW) -n (n s " t • cn Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE). CONFORMING TO AAMA 771-07 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE, 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. 4. INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS, WEATHER RESISTIVE BARRIER - 2 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 611 i— SILL PAN EXT -2 TYPICAL WINDOW FLASHING DETAIL D3 N.T.S. (EXT -2) WALL PER PLAN EXTERIOR DOOR 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 EXT -6 HEAD DRIP DETAIL D3 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 Q Z a 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. F FL s " t • AR W7 ' 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 00 © ¢ Ln co < w r n rj V _`„ W�' w°'N a 00 � . 0_j � E LNC O O rh —� < U i = z L U_ <t U� LL.L In Li _c -00 0 M L C t..IL ®O 00 N ka E'1- JO < Q U N J -' ko o O N N O LL I 0 I cn F� ; L1 i i j W < w z Q Q P"f z g- a;z � z W �j z I ' � 4 ^ I O[ WUj ' N E i � i W � LULUCI 1 1 U J E� � W ID oZ5 ILU E r� [ Q M jo c>r <: Q cn , U_� W€ zLU Q i.L..3 ED U s LU TAI- �iE�?, 1014.1 0 U L 1 Qy CD co O z � ~ o � z z o Q~M zcnw o= w cn w o �ary, re z m 0 w J oho LU Leo o I w Q LU ,>11CO w ooh oho w z C) W o w o z a�o LU Of w ULnQ w a �ofo wz T - z w LU J � z J = Q Qom af<co o'_m U cx� . Uj ov z Quo oorlU) Q�� Vw Z 0° ~ z o z ry � LU Q LU C) >- maw > JoJ J � J Q oo= LL -LU cn o U) cn o� U J o wE U ao<t oCK a Oz F- LUmo �oL0 LU z cri cn o L7 Q m m w Q LU z = w wL0 J w LU UQ � �� o- f�e CO C7aLwz 0 F- w o LU z g w Ln cnU-iozo F_Qw� >-crf Lr - 00 ry a z w LLJ z = o (1) J Q w cn Q LU ,�o cc� cr) J) L73 3 L U o � LU V r--) Q ::D p w U Lf) w L z o w = o Lr) z ::--" � �oo� z Ln z F z (D C) LU �ozoc � w a z � > � o o z LU z Q (D w LL. z w o z = z O z w�c'co LLJ �o=� t—F— w m w _1 z LL_ -.joow <L U 1— o ROOFING PER CONTRACT. (CONTRACTOR TO _ PROVIDE PRODUCT APPROVAL FOR ROOFING SYSTEM) ON A.P.A. RATED SHEATHING PER PLAN SPECS. ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 PRE-ENGINEERED WD TRUSS, 24" O.C. INSULATION BLOCK SEE PLAN FOR STRAP —\ ALUM. WRAPPED 2x WOOD FASCIA NAILED TO TRUSS TAILS W/ (2) 16d @ 24" O.C. METAL DRIP EDGE CONTINUOUS VENTED SOFFIT- WOOD LEVEL RETURNS WHEN STUCCO SOFFITS ARE REQUIRED MIN. 7/8" STUCCO (3 COATS) ON GALV. REFER TO SELF FURRING FELT BACKED METAL LATH ELEV. FOF 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 WEEP SCREED MAIN FLOOR ELEV 0'-0" 00Z w N J j� ) SEE 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, 24"O.C. INSULATION BLOCK SEE PLAN FOR STRAP ALUM. WRAPPED 2x WOOD FASCIA NAILED TO TRUSS TAILS W/ (2) 16d @ 24" O.C. METAL DRIP EDGE ----v- CONTINUOUS VENTED SOFFIT; WOOD LEVEL RETURNS WHEN STUCCO SOFFITS ARE ''j REQUIRED a MIN. 7/8" STUCCO (3 COATS) ON GALV. REFER TO SELF FURRING FELT ELEV. FOF BACKED METAL LATH VERHAN STUCCO SOFFIT SPECIFICATION: - PAPER BACK LATHE W/ CONTINUOUS VENTING NAILED - TO TRUSS TAILS AND A TYPICAL STUCCO FINISH 11 MIN. 7/8" STUCCO (3 COATS) ON GALV. SELF FURRING PAPER BACKED METAL LATH - EXTERIOR STRUCTURAL SHEATHING PER PLAN/SPECS 2x SILL PLATE WATER RESISTANT BARRIER (2 LAYERS REQUIRED): PAPER BACKED METAL LATHE & POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM 2x RIBBON FASTENED TO FLOOR TRUSSES PER TRUSS ENGINEER PRE-ENGINEERED WOOD FLOOR TRUSSES (VERIFY W/ TRUSS ENGINEER FOR TRUSS LAYOUT) - 1/2" GYPSUM WALLBOARD ON EXTERIOR SHEATHING TO I STUDS W/ WALL INSULATION BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) OF THE FOUNDATION, 1/4" GAP BETWEEN FOUNDATION 2x SYP. #2 WD. STUDS AND SHEATHING @ 16" O.C., TYP. APPLY A LIGHT COAT OF CEMENTITIOUS COATING TO 2x P.T. SILL PLATE FILL VOIDS & HONEYCOMBS ` WATER RESISTANT BARRIER CONNECT WALL TO FOUNDATION (2 LAYERS REQUIRED): PAPER PER FRAMING DETAILS BACKED METAL LATHE & PROVIDE CONT. METAL TERMITE POLYETHYLENE HOUSE WRAP SHIELD UNDER SILL PLATE OR APPROVED EQUAL SYSTEM FINISHED BASE MOULDING WEEP SCREED 01 MAIN FLOOR r 4 ELEV 0'-0" _ z CO � 4" CONC SLAB W/ :2� Q _) • • VAPOR BARRIER N -SEE FOUNDATION PLAN FOR SIZE AND EXTERIOR WALL TYPE OF FOOTING SECTION WITH WINDOW SCALE: 3/4" = 1'-0" • SEE PLAN I CEILING INSULATION (SEE ENERGY CALCS) 1/2" RIGID GYP. BD. DBL. 2x SYP. WD. TOP PLATE 2x SYP, #2 WD. STUDS @ 16" O.C., TYP. WALL INSULATION (SEE ENERGY CALCS.) 2x SYP. #2 WD. HEADER -SEE SCHEDULE SCHEDULED WINDOW (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT W/ FBC-R 2x SYP. #2 STUD @ 16" O.C., TYP. WALL INSULATION (SEE ENERGY CALCS) CONNECT WALL PER FRAMING DETAILS FINISHED BASE MOULDING 3/4" GYPCRETE (OPTIONAL) 3/4" THK. T&G SUBFLOOR GLUED & NAILED TOP OF FLOOR TRUSS Ln W cr BATT INSULATION REQUIRED AT GARAGE (SEE ENERGY CALCS) 1/2" RIGID GYP. BOARD 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) HEADER, SEE FRAMING PLAN FOR SIZE AND DEPTH SCHEDULED WINDOW (SEE FLOOR PLAN) 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. Z 2x P.T. SILL PLATE CONNECT WALL TO FOUNDATION Q - CEILING INSULATION (SEE ENERGY CALCS.) DBL. 2x SYP. WD. TOP PLATE -J - 1/2" RIGID GYP. BD. SCHEDULED WINDOW - DBL. 2x SYP. WD. (SEE FLOOR PLAN) WINDOW ATTACHMENT TOP PLATE - 2x SYP. #2 WD. STUDS COMPLIANT WITH FBC-R @ 16 O.C., TYP. - WALL INSULATION F_ (SEE ENERGY CALCS) LL - 2x SYP. #2 WD. HEADER (� -SEE SCHEDULE, y - SCHEDULED WINDOW z (SEE FLOOR PLAN) Q = 1/2" GYPSUM WALLBOARD ON EXTERIOR SHEATHING TO I STUDS W/ WALL INSULATION BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) OF THE FOUNDATION, 1/4" GAP BETWEEN FOUNDATION 2x SYP. #2 WD. STUDS AND SHEATHING @ 16" O.C., TYP. APPLY A LIGHT COAT OF CEMENTITIOUS COATING TO 2x P.T. SILL PLATE FILL VOIDS & HONEYCOMBS ` WATER RESISTANT BARRIER CONNECT WALL TO FOUNDATION (2 LAYERS REQUIRED): PAPER PER FRAMING DETAILS BACKED METAL LATHE & PROVIDE CONT. METAL TERMITE POLYETHYLENE HOUSE WRAP SHIELD UNDER SILL PLATE OR APPROVED EQUAL SYSTEM FINISHED BASE MOULDING WEEP SCREED 01 MAIN FLOOR r 4 ELEV 0'-0" _ z CO � 4" CONC SLAB W/ :2� Q _) • • VAPOR BARRIER N -SEE FOUNDATION PLAN FOR SIZE AND EXTERIOR WALL TYPE OF FOOTING SECTION WITH WINDOW SCALE: 3/4" = 1'-0" • SEE PLAN I CEILING INSULATION (SEE ENERGY CALCS) 1/2" RIGID GYP. BD. DBL. 2x SYP. WD. TOP PLATE 2x SYP, #2 WD. STUDS @ 16" O.C., TYP. WALL INSULATION (SEE ENERGY CALCS.) 2x SYP. #2 WD. HEADER -SEE SCHEDULE SCHEDULED WINDOW (SEE FLOOR PLAN) WINDOW ATTACHMENT COMPLIANT W/ FBC-R 2x SYP. #2 STUD @ 16" O.C., TYP. WALL INSULATION (SEE ENERGY CALCS) CONNECT WALL PER FRAMING DETAILS FINISHED BASE MOULDING 3/4" GYPCRETE (OPTIONAL) 3/4" THK. T&G SUBFLOOR GLUED & NAILED TOP OF FLOOR TRUSS Ln W cr BATT INSULATION REQUIRED AT GARAGE (SEE ENERGY CALCS) 1/2" RIGID GYP. BOARD 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) HEADER, SEE FRAMING PLAN FOR SIZE AND DEPTH SCHEDULED WINDOW (SEE FLOOR PLAN) 1/2" GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION (SEE ENERGY CALCS) 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. Z 2x P.T. SILL PLATE CONNECT WALL TO FOUNDATION Q PER FRAMING DETAILS CODE IN EFFECT PROVIDE CONT. METAL TERMITE z SHIELD UNDER SILL PLATE FINISHED BASE MOULDING d 4 4 . F_ __— LL 4 I I I E 4" CONC SLAB W/ (� _ VAPOR BARRIER y SEE FOUNDATION z PLAN FOR SIZE AND Q = TYPE OF FOOTING TWO-STORY WALL SECTION Q SCALE: 3/4" = 1'-0" Z TO THE BEST OF MV KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING OOMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. FL y t ti a t ! 6 d 73, QED A` Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W (� C) M W C) rn 00 F_a a� 06 ( 1 Q ) r14 V W � cr > a Ln OW Lid' E M 0 -j u_ QLU L � T =z J Q LU V1 ru .CL (1)'0 O fl C m oo L 00 , �L� < _jEos ¢ Q UN J ..J J ¢ %.o 0 ko qt O N N z z 0 ~ cn ; LU F_ LUV) LU W. LU z. ® C) z \ z z CL w Lij o f ' L LL.. w L4 r1 G > i LU LLJ LU U I¢ - w M 66 w O � z px� ! DC Q U-1 Q �. Ln Lki :(3E AL NUMBER 1014.1 Z3 17, cts U0 u.J L C) U L 4 .Q 0 n z w O � z z O Ln zLnw C) cwn � af z m OW J LL p LU � O n- �o z I w Q LU co >~ O W o� oo= Q ~ z 0i�:0 U_j cy�(n J W Z Ow O LU CD z QO LU V cn Q LU a w � z � � O w � z = zW �Q� D LUO J =Z Q U O a � O LU o - U re � C) z Q c" a o0LU cn V u w z CO z cy Ln O Q w crfw _ca__ o>� jy W CD Q > J O J J � J Q O � U') OU-)o C, Jo � U ao� Ocl, a O z =m0 I—o(A L z U) �U-)0(D W'— z mmw� a LU Q o 0 z = w Lu U-) w Q cn >- cpm (7cr-,wz � C) 0 �zUj Ln z0 W M cnwoz = U w O �— LU r cy-,o m � cl- z W Uj z = o z LU w Q � LU O O Cr_- cii (n C) w w C:) _ 0 O w zO LU Z Ln Z 2_1 U_ ���� z z �o z LU Q Ucl- Q LU LU Cl z LU w z Q (DUwLa- z w r O Ea�,0 � Qw z = z O cD �LU z = owmw Wiu ZJU_ O O �ccj F--0 INT -1 KITC D8 SCALE: 1/2" = 1'-0" 1'-2" NOTE: BRACKETS REQUID IF COUNTERTOP CANTILEVE S MORE THAN 10" HEN HALF COUNTERTOPS OUTLET BOX CENTER SIDEWAYS IN BACKSPLASH 2X4 HALF WALL CABINET ALL DETAIL (INT -1) INT -4 SHOWER & CUR ON FRAMED FLOOR D8 SCALE: 3/4" = 1'-0" (INT -4) INT -2 D8 z J LU c-1 p oc o O Z o }. LL_ m O (f) H w Q � > SET MIRROR 3" FROM END OFF BACK SPLASH SET MIRROR 3" MIRROR=VANITY -5" �_❑FROM INSIDE CORNER 36" HIGH X (VANITY -5") MIRROR 1/4" MIRROR 0 1/2" RECESS ❑ ❑ FOR MIRROR ❑ ❑ 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, ATBATHROOMSWITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE CORNIER. (MIRROR TRIM WILL NOT BE INSTALLED AT INSIDE CORNERS.) 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. MASTER BATH MIRROR WOOD TRIM DETAIL SCALE: 1/2" = 1'-0" (INT -1) REFER TO FLOOR PLAN, VARIES BY MODEL PLA 't- NOTE: 6, NOTE: EXACT SIZE AND SHAPE VAIRES BY MODEL AS WELL AS PLUMBING ACCESORIES. REFER TO ARCHITECTURAL PLANS BY MODEL. INT- STANDARD D8 ) SCALE: 1/2" = 1'-0" CORNER SHELF FLOOR TILE CL: 2" SHOWER DRAIN LL LL d 00 l0 TILE AT DOOR Q THRESHOLD J (1) CERAMIC CORNER SHELF AT 48" A.F.F. WALL TILE SHOWER ELEVATION SHOWER SHELF LOCATION (INT -5) rFDRYER VENT (TYPICAL) GAS PIPE (TYPICAL) FOR GAS DRYER ONLY RYER VENT BOX- TTACH PER MFR. JSTRUCTIONS T. SILL PLATE F SLAB ON GRADE) DRYER VENT (TYPICAL) ,.. ,, .....� ---CAL) 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. INT -3 DRYER V D8 SCALE: 1/2" = 1'-0" TILE OR STONE ON 1/2" HARDI BACKER BOARD OVER 4" EXT. PLYWOOD ON 2X4 FRAMING. RYER VENT BOX- TTACH PER MFR. VSTRUCTIONS T. SILL PLATE :F SLAB ON GRADE) ENT BOX FOR DRYER ONLY VARIES - SEE PLANS 2X4 @ 16" O.C. ^I � xx DROP IN TUB + N N ❑_ 2X4 TO BE P.T. WHEN IN CONTACT W/ CONC. 1 ROW OF TILE X N SUPPORT UNDER TUB AS REQ. BY MANUFACTURER'S. FR -33 DROP IN TUB DETAIL D8 SCALE: 3/4" = 1'-0" (FR -33) 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. i COMPARE MANUFACTURER'S DIM OF TUB & PUMP LOCATION 2X4 LEDGER 2X4 CRIPPLES FR HALF HALF WALL TIE-IN DETAIL D 8 N.T.S. (FR -34) (INT -3) a z Q z TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING C)� CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. U o U _Uf afm U M 2 LU > W O Lnm Q 1/4" MIRROR 0 1/2" RECESS ❑ ❑ FOR MIRROR ❑ ❑ 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, ATBATHROOMSWITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE CORNIER. (MIRROR TRIM WILL NOT BE INSTALLED AT INSIDE CORNERS.) 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. MASTER BATH MIRROR WOOD TRIM DETAIL SCALE: 1/2" = 1'-0" (INT -1) REFER TO FLOOR PLAN, VARIES BY MODEL PLA 't- NOTE: 6, NOTE: EXACT SIZE AND SHAPE VAIRES BY MODEL AS WELL AS PLUMBING ACCESORIES. REFER TO ARCHITECTURAL PLANS BY MODEL. INT- STANDARD D8 ) SCALE: 1/2" = 1'-0" CORNER SHELF FLOOR TILE CL: 2" SHOWER DRAIN LL LL d 00 l0 TILE AT DOOR Q THRESHOLD J (1) CERAMIC CORNER SHELF AT 48" A.F.F. WALL TILE SHOWER ELEVATION SHOWER SHELF LOCATION (INT -5) rFDRYER VENT (TYPICAL) GAS PIPE (TYPICAL) FOR GAS DRYER ONLY RYER VENT BOX- TTACH PER MFR. JSTRUCTIONS T. SILL PLATE F SLAB ON GRADE) DRYER VENT (TYPICAL) ,.. ,, .....� ---CAL) 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. INT -3 DRYER V D8 SCALE: 1/2" = 1'-0" TILE OR STONE ON 1/2" HARDI BACKER BOARD OVER 4" EXT. PLYWOOD ON 2X4 FRAMING. RYER VENT BOX- TTACH PER MFR. VSTRUCTIONS T. SILL PLATE :F SLAB ON GRADE) ENT BOX FOR DRYER ONLY VARIES - SEE PLANS 2X4 @ 16" O.C. ^I � xx DROP IN TUB + N N ❑_ 2X4 TO BE P.T. WHEN IN CONTACT W/ CONC. 1 ROW OF TILE X N SUPPORT UNDER TUB AS REQ. BY MANUFACTURER'S. FR -33 DROP IN TUB DETAIL D8 SCALE: 3/4" = 1'-0" (FR -33) 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. i COMPARE MANUFACTURER'S DIM OF TUB & PUMP LOCATION 2X4 LEDGER 2X4 CRIPPLES FR HALF HALF WALL TIE-IN DETAIL D 8 N.T.S. (FR -34) (INT -3) a 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. yC .S � OFFLA � F I` �R 73 !' A. ED A� Ovan G. Drummond, AIA AR 96399 Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 W L_J_O 01 w J O 0) i -i 00 T 4-J 00 Z w <C N r_ W `� > r.4o a' Ln Qw '-rte E M < U i U = z L U_ t oc.n -00 L C COLL �Vy DQ co a) 2T O .� • =- ._ E O00 E d' Q J � a < U N n J _j --I I'D 0 Ict < � NCL 0 z z C? R cn ; Ls w IU ` LU ❑� z Q U-; Q Q t_a O z Z 0- LIJ W__j© 0 LU �j z U_ r, of C� w I ' vi o e EnLU1 , L, LIJ Cx: Iz J C) oZS W F— O .. 00 0 - oc Q Z H =REAL NUMBER 1014.1