Loading...
1720 ATLANTIC BEACH DR - ARCH. DRAWINGSQ i O U W cz. 0 L- 936. ca M O I Zz C) I LU� =5 5 - cc C) W J WJ 0 Q W � a LU LU �z W T 0 D = W zC) rt oho LU cI) opo I� W 0 w Q Z o v oc w z UcnQ � a ��-z W z �I W a, Tam 0 W U- -� 0 1 o o a --� I I Z5 S! cwcQz C) oc a z o W c..i m i+ HOZ Q Fa i � o >-' oc 1 maw J i J 0 J J t-- 0 a 0 E- 1 00 L a o � C > aoz `w'0 =anU t-- o z O W o fc�n cn d = C~!� Wca Uj Z m J Z W Q D D z = w O cn 3::w W J 0 w z H cG COLEA o C Z U) p o �wW cn az w)o �- GC W D cc oawo w > cJ zz=o cwr,��a W=U' �oU)z 01 En U) C) oozW W U) LU - ' o�W DEVIATION LIST GRAPHICS LEGEND ABB . cr1 tionAbbre -Des.. Abbrev. p Abbrev. Descriptionv . Description # NUMBER F P. , FIREPLACE P . LD. T POINT LOAD AND N FRT. FRONT PWD. POWDER = EQUAL Q FT. FEET PLW. PLYWOOD AT FTG. FOOTING A3.81 00 A/C AIR CONDITIONING F.O.M. FACE OF MASONRY R RISER ABV. ABOVE Javier A5.81 rRA RETURN AIR AD]. ADJUSTABLE GAL GALLON -RAD, RADIUS A. F. ABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR A.F.F. ABOVE FINISH ED FLOOR GD GARAGE DOOR REINF. REINFORCING AHU AIR HANDLING .UNIT GFI GROUND FAULT INTERRUPTER RM. ROOM -. ALT. AL TERNATE GL GLASS R.O. ROUGH OPENING ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD - RQD. REQUIRED p z W i-- oEn (0 Le a, U R & SH ROD &SHELF B.B.Q. BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL BD. BOARD HB HOSE BIBB PROVINCIAL L � 1tiC B.F.F. BELOW FINISHED FLOOR HD. / HDR. HEADER SF / SQ. FT. SQUARE FEET BOTT. BOTTOM HGT. / HT. HEIGHT SGL SINGLE BR. BRICK HORIZ. HORIZONTAL SHT. SHEET _ BKFST. BREAKFAST 19 TRA. SH. SHELF 20 UL INSNUL - INSULATION SHWR. SHOWER CALCULATIONS INT. INTERIOR SL. SLIDER C.I. CONTROL JOINT I.L.O. IN LIEU OF --SPECS SPECIFICATIONS CL CENTER LINE 30 CFT, S.P.F. SPRUCE PINE FIR CLG CEILING KS KNEE SPACE PRG -.-PT. SPRING POINT CMU CONCRETE MASONRY ll BORDEAUX .w o CL ' ffT,D. STANDARD C.O. CLEAN OUT L LONG S EL COL. COLUMN LAV LAVATORY Oa. - S T "RAGE COMP.. COM PRESSOR L DRY LAUNDRY LAU - w 3 CONC. CONCRETE LIN LINEN T TOP <T CONT. CONTINUOUS LT LAUNDRY TUB � T&G TONGUE & GROOVE 80 CRB. CARIBBEAN HEMP. TEMPERED DB. DOOR BELL M.B. MASTER BATH �THK.. ° ICK IBL. DOUBLE MAX MAXIMUM T.O. =0F DR. & SH. DOUBLE ROD &SHELF M.C. MEDICINE CABINET T.O.B.B. TOP OF BOND BERM DECO. dECORATIVE MFR. MANUFACTURER TR." TREAD DET. DETAIL ' DIA, DIAMETER MIL. MIN. MILLIMETER MINIMUM "� TRAN . Tom." . y .... TRANSOM TYPICAL DIM. DIMENSION DN DOWN DOOR DR. (}® MIRR. MLDG. M.P.H. ' MIRROR MOLDING MILES PER HOUR UC " .N.O U_ 5 ,y . UNDER COUNTER " UNLESS NOTED OTHERWISE DS. DOWNSPOUT MT METAL THRESHOLD '= D.S.S. DENSE SELECT STRUCTURE —� NUMBER V.B. VAP OR BARRIER DW DISHWASHER N.T.S. NOT TO SCALE VER T VERTICAL DWG. DRAWING V.T.R. VENT THROUGH ROOF O.A. OVERALL E EGRESS ' O.C. ON CENTER W WIDE .E. .EACH END O.H. OVERHEAD W/ WITH E.W. EACH WAY OPT. OPTIONAL) W.C. WATER CLOSET EL. ELEVATION OPNG. OPENING WD. WOOD ELEC. ELECTRICAL OSB ORIENTED STRAND BOARD WDW. WINDOW ENCL. ENCLOSURE PED. PEDISTAL SINK W.I.C. WALK-IN CLOSET G. ENGINEERED POLY POLYVINYL WP GFI WATERPROOF GFI EQUIP EQUIPMENT P.S.F. POUNDS PER SQUARE FOOT W.W.M. WELDED WIRE MESH EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH W.W.F. WELDED WIRE FABRIC FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER FLR. FLOOR P.R. POWDER ROOM FND. FOUNDATION P.T. PRESSURE TREATED PARTIAL SECTION INTERIOR ELEVATION DETAIL - DETAIL # DRAWING # DRAWIN # _-- RA DETAIL - DE11Pj1L CAL DETAIL --- DRAWIN y' # DRAWIN # � CHANGE CEILING HEIGHT SPANIS �TILE ENT LINE CENTER ELEVATION MARKER SHAKE DING SLAB RECESS SIDING FRAME BEARING WALL BRICK INTERIOR WALL STUCCO :. ISH (NON-BEARING) CMU MASONRY WALL EARTH INSULATIO GABLE END WALL DECORATE STONE FRAME KNEEWALL K. DROPP D SOFFIT LPRE-CASt LINTEL/ HEADER: DESIGN CRITERIA, GR OUPR TFL FRAME SINGLE FAMILY RESIDE T 3 TORY. FIRS FLOOR TWO S V B BUILDING TYPE. N __ DOR BANE_ _ O D FL __, . S G_ K CATEGORY: RIS C DESIGN BASED ON FLORIDA BUILDING CODE WIND DESIGN ; ASCE 74% 5TH EDITION 2014 F.B.C. 5TH EDITION 2014 ,' ULTIMATE DESIGN WIND SPEED 130 MPH , )"MECHANICAL 101 F.B.C.5TH [��. � MECH NOMINAL DESIGN WIND SPEED MPH L GIBING B DITION 2014 P U EX OSURE: �a. . B.C. STH ( ) P VIE. FZ-.C-.-5TH EDITION (2014) EkGY ENCLOSEnLJILDING I;NTERN / CONSERVATION PRESSURE COEF.: F.B.C. 5TH EDITION (2014) FUE GAS FOR WINDOWS/DOORS, SEE FLOOR X m. PLAN FOR ACTUAL PRESSURES: 14 A C SSIBILITY a F.B.C. 5TH EDITION (20 ) C NATIONAL ELECTRIC CODE 201 (NFPA 70) FEMA RULES & REGULATIONS N.F.P:A. 10120 14 ASCE 7-10: MINIMUM DESIGN LOADS ATE IT SIGNED THIS DRAWING ANI) ESIGN IS VALID FOR 12 MONTHS AFTER THE D AN SEALED OR WHILE CURRENT CODE IS VALID SQUARE E FOOTAGE NOTES Q S AREA CALCULATIONS S. F. FIRST FLOOR 2,171 SECOND FLOOR zzzu.. C) �zC)z TOTAL LIVING AREA 21928 SQ.. FT. GN1 GENERAL NOTES Qz 8 COVERED LANAI 139 GARAGE zWoa acoz TOTAL 31587 SQ. FT. FLOOR PLAN ter- oc W Q a. FIRST FLOOR PLAN A3.81 00 LU ,� v z A3.N FLOOR PLAN NOTES, SCHEDULES, & DETAILS Manuel Gonzalez, AIA EXT R LU ZQ Javier A5.81 FRONT & SIDE ELEVATIONS c V' U W tL z�Q REAR & SIDE ELEVATION, , & ROOF SLOPE PLAN EXTERIOR ELEVATION DETAILS 72328 Q BU LDI I N A7.81 GCw Q DIFFU ER LAYOUT o 0 00 to ui (j Ln a.., M2.81 ELEZTRI EFIRST SECOND FLOOR DIFUSSER LAYOUT AL Y UT CY)w z z o D3 �. J �../ W W Ce Co :AND` , , ARD NO DETA LS TES & I -j Uj u- i J 'STANDARD NOTES & DETAILS p z W i-- oEn (0 Le a, U < HODS ELEVATION E � ABBREVIATIONS __ �= 4 LU FULL NAME ELEV. CODE A. MANOR WILLIAMSBURG Q LU CD LU V �ZJ 03 07 PRO. PROVINCIAL L � 1tiC J Lx- CHA. CHATEAU < 09 LL- L C) Q O O o VERSAILLES N CL 10 CLA. CLASSIC 18 MED. MEDITERRANEAN SQUARE E FOOTAGE NOTES Q S AREA CALCULATIONS S. F. FIRST FLOOR 2,171 SECOND FLOOR 757 TOTAL LIVING AREA 21928 SQ.. FT. GN1 GENERAL NOTES COVERED ENTRY 8 COVERED LANAI 139 GARAGE 439 TOTAL 31587 SQ. FT. W H oc W C U U U Q W iC0 U H z SC TQ THE BEST OF W KNOWLEDGE, THE DESIGN DEFICIE¢QN THM DRAWING COMPILES WITH THE APPLICABLE MINIML,IM OADING, LIST OF DRAWINGS NGS i August 28, 2017 CARIBBEAN ELEVATION C If C1 ICOVER SHEET - Index of Drawings I GN1 GENERAL NOTES U N DATI N N e A1.81 ISLAB LAYOUT A1.N FOUNDATION PLAN, NOTES, SCHEDULES &DETAILS FLOOR PLAN R 96& A2,81 FIRST FLOOR PLAN A3.81 SECOND FLOOR PLAN Ova A3.N FLOOR PLAN NOTES, SCHEDULES, & DETAILS Manuel Gonzalez, AIA EXT R R LEVATION Javier A5.81 FRONT & SIDE ELEVATIONS AR 98560 A5.2.81 REAR & SIDE ELEVATION, , & ROOF SLOPE PLAN EXTERIOR ELEVATION DETAILS 72328 BU LDI I N A7.81 BALDING SECTIONS DIFFU ER LAYOUT o 0 00 M1.81 FLOOR DIFFUSER LAYOUT Ln a.., M2.81 ELEZTRI EFIRST SECOND FLOOR DIFUSSER LAYOUT AL Y UT N E1.81 FI ST FLOOR ELECTRICAL LAYOUT �E2.81 ..SECOND FLOOR ELECTRICAL LAYOUT TANDARD TED TAIL D3 SIU D . RD NOTES DETAILS A & IS D7 :AND` , , ARD NO DETA LS TES & I -j Uj u- i J 'STANDARD NOTES & DETAILS (0 Le a, U < HODS ELEVATION E � ABBREVIATIONS __ ABBR. FULL NAME ELEV. CODE MAN. WIL.. MANOR WILLIAMSBURG E0 03 07 PRO. PROVINCIAL L .J 08 CHA. CHATEAU < 09 VER VERSAILLES N CL 10 CLA. CLASSIC 18 MED. MEDITERRANEAN 19 TRA. TRADITIONAL 20 COU. COUNTRY MANOR 21 HER. HERITAGE 22 CMN. CIMMARON 28 MSN. MISSION 30 CFT, CRAFTSMAN LU 31. SCL. ;' SPANISH COLONIAL 0' 32 BOR :` BORDEAUX .w o CL ' 33 BRO. BROUGHAM 'C[� 39 REN. "' RENAISSANCE 40 VIE. VIENNA 41 TUS. TUSCAN 44 CLS. :CALAIS 46 ITV. ITALIAN VILLA 58 PBC. PALM BEACH 80 CRB. CARIBBEAN 81 CST. CARIBBEAN 82 W H oc W C U U U Q W iC0 U H z SC TQ THE BEST OF W KNOWLEDGE, THE DESIGN DEFICIE¢QN THM DRAWING COMPILES WITH THE APPLICABLE MINIML,IM OADING, CODE IN EMM AS OF DATE OF CERTIFICATION $RqW+ i August 28, 2017 '4 C If I e � W H oc W C U U U Q W iC0 U H z SC TQ THE BEST OF W KNOWLEDGE, THE DESIGN DEFICIE¢QN THM DRAWING COMPILES WITH THE APPLICABLE MINIML,IM OADING, CODE IN EMM AS OF DATE OF CERTIFICATION $RqW+ August 28, 2017 e � R 96& Ova IA Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE, 72328 LU •-j o 0 00 0 0 Ln a.., ZUj N >00 o 'L �,,� d- © M -j Uj u- i J (0 Le a, U < �-oo)a o LU "*Ic� 0 c Co L 00 v Ln E0 E �t .J c 0 fV U mi < %0 0 w It 0 N CL I CD LU U -1Z A Qwl 4C 0' Ul m .w o CL ' LU °° CL. 'C[� L U 0 N's i N - aI o. N (LD C) L LUY ,m i I i j CD Uj Ly ` C y LO Uj Lu, U -1 W LU O U €� —� NUMBER 1014.0 E I zw C:) �z Q©u)' Z�pG LU F— Ln LU °Gwco o J u_ O a°�p z 0o w ¢ LU jE O LU = W z' 0 F=- ¢�z 0 LLJ � O w z 0 w Q w O En w Q z a= wap` UU) LLJ LU aZ clyz a cn z z w p W O -� =zQ O ce L a5w, O 0- op wOU) Q U CD p 0 a� ac V u m ~zz A 0 ¢ oC LU Lm Z w m JJ J O J I— 0wc=n LL_ O p J 5 �vUi 0-0� O oG O z Uj LUEn Q W i m ca Uj w. C0 �c=nWcwr) U (n J W uaZUF=— W U) m z p > z 0 U) Q LU D�wcn (' w 0 I=— QZQ LU aa�az LU -:> ~map uwi��Q Lin 0- LUcfi� Q w z W HU�� 6=0 w U) LU z o w = 0 zpzz`L_ z 0 cn CI_o zLUiu'��Q ¢^OcJ)� F�-aw¢ x w o z Cwt ww U z W O 0 - En En W Ly U_ in f- c� 0�~z W�LU or oo= F— Q �oOC� LU W ti] w U Jz_j aC)oo p11. - GENERAL NOTES DOORS & WINDOWS PLUMBING NOTES E I NED INACCORDANCE WITH THE FLORIDA • LL BEDROOMS REQUIRE'AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE THESE PLANS ARE D S GBUILDING CODE. PLUMBING AND PROCEDURE A SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PR 1. IT IS THE S USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN RESIDENTIAL COMPONENT PARTS HEIGHT & 5.7 S . FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE „ D SEQUENCE INSURE THE SAFETY OF THE BUILDING AN ITS HE Q AN S Q „ ALL HOSE BIBS SHALL BE FURNISHED W BACK FLOW PREVENTERS AND BE :MOUNTED 26 ABOVE FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54 A.F.F. NOT LIMITED TO THE ADDITION OFGRADE. DURING ERECTION. THIS INCLUDES, BUT IS WINDOWS GREATER THAN 72" -ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT n WING ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, WHATEVER TEMPORARY BRACING, GUYS OR TIE .DOWNS MAY E NECESSARY. GREATER THAN 24 OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. DRAWINGS CT RES, PIPING,. THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. EQUIPMENT, ETC. ... WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. SHOWER HEAD. , CODE W/ RESPECT TO MIN. EMERGENCY. EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. " HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE 7'-4" ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND. HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE V-10" SHOWER ENCLOSURES AND WINDOWS LESS THAN 60" ABOVE STAIR LANDINGS OR TREADS SHALL BE _ GENERAL NOTES TEMPERED SAFETY GLASS '`SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2014 FBC 2411.1.2 , Q ACCORDANCE STRUCTURAL DESIGN CRITERIA ALL WORK SHALL BE IN CC RDANCE WITH ALL CODES RULES REGULATIONS AND IN GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH SINGLE SWING EXTERIOR DOORS CONNECTING G RAG Q RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. 20 PSF REDUCIBLE. 3 ROOF (REDUCIBLE) LIVE LOADS 1 INCHES 35 MM IN THICKNESS SOLID OR HONEYCOMB' CORE SOLID. WOOD DOORS NOT LESS THAN / I ( ) , R SHALL VERIFY ALL DIMENSIONS PRIOR CONSTRUCTION. THE ARCHITECT SHALL BE 40 PSF s - CONTRALTO L TO C RESIDENTIAL FLOOR UNLESS OTHERWISE I DILATED K OR 20 MINUTE FIRE RATED DOORS. R STEEL DOORS NOT LESS THAN 1/ INCHES (35 MM) THICK, NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. 40 PSF 0 MIN TO FIT WINDOW OR DOOR SIZES PRESSURE BALCONIES/DECKS WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, , 40 PSF „ „ „ TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4 DIA. x 3 1/2 TAPCON SCREWS, 6_ DRAWINGS SHALL NOT BE SCALED... STAIRS , 10 PSF L B NAILED TO PRI STUD W ATTIC WITHOUT STORAGE FROM:: EACH END AND 12 C/C. ADDITIONAL FRAMING MEMBERS SHALL BE OR / PSF 2 ROWS OF 10d NAILS AT 10" C C. INSTALL SOFFITS PER FBCR R703.1..3 AND R616. C WITH STORAGE 20 PS O / ATTIC HABITABLE ATTICS 30 PSF SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). SLEEPING ROOMS 30 PSF WIND BORNE DEBRIS REGION EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE 3000 PSI WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI -DADS CONCRETE UNLESS OTHERWISE INDICATED SHALL BE PROTECTED WITH W CONCRETE OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE NOA . THE NOA SHALL DEFINE THE STRENGTH._. ( ) MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE @ 28 DAYS REQUIREMENT SHALL APPROVED NSA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE R Q S L REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 PREVAIL AND°THE ARCHITECT OF RECORD SHALL BE NOTIFIED. ALL REINFORCING BARS ASTM A615-60 60,000 PSI -60 6 000 PSI , ALL STIRRUPS AND TIES ASTM A615 Q GYPSUM WALLBOARD F SLABS ON G DE MINIMUM 1.5 LBS. OF POLYPROPYLENE .FIBERS OR PROVIDE 1/11 NO SAG GYP. BOARD ON .ALL CEILINGS. PROVIDE 5/8 TYPE X GYP. BOARD ON ALL FIBERS PER CUBIC YARD GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE CONCRETE ASTM C90-01, STANDARD WEIGHT UNITS, ft 1=1500 PSI MORTAR TYPE "S" 1800 PSI RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS V ASONRY INSPECTION IS REQUIRED UNITS: DURING CONSTRUCTION HARDIE`BAC ER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8' ABOVE FINISHED FLOOR. OP AND FIELD , ST EL A36 36000 PSI U,NO SH E RAL AND MISCELLANEOUS, STRUCTURAL ...ALL STRUCTU, A R STAIRS HALL HAVE WALLS` UNDER -STAIR SURFACE AND ANY . _ ENCLOSED A ESSIBLE SPACE UNDE S S , STEEL: WELDS: €70XX ELECTRODES ALL BOLTS T IN CONCRETE: ASTM A36 OR ASTM A 307 SOFFITS PR CTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD. 2 SOUTHERN YELLOW PINE 19% M.C. WOOD BEAMS, RAFTERS, JOIST, PLATES. U.N.O. N ( ) FRAMING: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB FLOOR SHEATHING: T&G A -C GROUP 1 APA TED (48/24) GLASS BLOC MORTAR TO H E COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS WALL SHEATHING. PLYWOOD C-CJC-D, EXTERIOR OR OSB _ EXPANSION S PS TO BE PLACED PER MFG. SPECS. VERSA LAM BEAM, A - LAM PSI U.N. GLASS BLOCK, HALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. WOOD COLUMNS: PARALLAM 2,OE U.N.O. E ROOF: TILE ROOF: BUILDING IDE FICATION WOOD ROOF DESIGN :LOADS. SHINGLE TRUSSES. TOP CHORD LIVE LOAD. 20 PSF 20 PSF APPROVED NUIR RS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH TOP CHORD DEAD LOAD: 10 PSF 20 PSF POSITION ASE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. SAUMBERS SHALL BE A MININUM OF 4 TALL AND 1/2 THICK AND CONTRAST WITH B07TOM'CHORD DEAD LOAD: 10 PSF 10 PSF THEIR BACKGD. TOTAL: 40 PSF 50 PSF STUCCO WIND UPLIFT RESISTANCE: 10 PSF 10 PSF ALL EXTERIOINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO FINISH OVER RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL SEE DRAWINGS FOR SPECIAL CONCENTRAT D LOADS. DESIGN FOR NEW WIND PLYWOOD PAUPLIFT AS PER SPECIFIED CODES, DEDU NGA MAXIMUM OFS P.S.F. DEADLOAD, BUT NOT EXCEEDING ACTUAL DEAD OAD.CONTRACTORNSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. WOOD FLOOR DESIGN; LOADS: OUTDOOR KITCHENS TRUSSES: DEAD LOAD: 20 PSF ALL CONSTR, ON WITHIN 24 OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. LIVE LOAD: 40 PSF CMU, LIG}iT EL GAUGE FRAMING OR OTHER MATERIAL DETERMINED A5 NON-COMBUSTIBLE BY THE TOTAL: 60 PSF FBC RESIDE L, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR GRILLS `OR OPS. TE PREPARATION: ANCHORAGE, FOUNDATION/SI _ �;;:-=METALA�ID�.HIIRE LATH: y 1. ALL METAL LATHS ; ALL BE LAPPED 1 INCH MINIMUM. :E..r._ 0 F` :,.. _ OF 2 50 PS 1E URE.. N PIR SS L SOIL EARI ALLOWABLE B RAN AL B _ E t F I F S O 0 ALL W A I E FABRIC TO SUP, RTS SH OOZING .ALL ATT CHMENT RING METAL`LATH WIRE LATH AND W R 2 S FOR. SECU AND BE ED� E SECURED TO SUPPORTS � � E PLA 0 INCHES APART AND SIDE LAPS SHALL B FOOTING EXAVATIONS� � S ; SUB�DE. SHALL BE COMP CTED TO A DRY DENSITY B G N T MORE THAN 6 IN , `., OF AT LEAST 98% OF THE MODIFI D PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN TIED B N SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMI 17E PROTECTION. . METAL AN WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT 3 OF 4D GALVA ' ED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST INCH AND - 2. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDE GEOTECHNICAL ENGINEER BENT OVER TO GAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS w' ATTACHED TO LING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. -. , 11 GAUGE,,BAR ;. D, GALVANIZED OR BLUED NAILS 1Y2" INCHES LONG HAVING A HEAD NOT LESS THAN FAILING TO MEET THE GEOTECHNICAL ENGINEER'S REQUIREME 4TS SHA' BEi P b Y8 INCH IN DIAM ER. s CONTRACTOR'S EXPENSE _ `.:EN. AND RETESTED AT THE C , AND GINEER %.. IRRORS CERTIFICA T T IttSIGN BEARIN CAPACITY, AND THAT THE M 3. WRITTENMIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. VE'BEEN MET SHALL BE MADE BY THE GEOTECH. ENGINEER. _.r R .. ..,,...,, H.V.A.C. NOTES:. THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: TERMITE SPECIFICATIONS MECHANICAL,RESIDENTIAL, AND ENERGY CONSERVATION MOUNT ALL-TN'ERMOSTATS AT +4'-0" ABOVE FLOOR. SECTION R318 PROTECTION AGAINST TERMITES APPLIED I ES I C UDING SOIL FASTENED IN PLACE TERMITIC D N LALL INTERIOR' EXTERIOR M EQUIPMENT T A L E SECURELY STE PROVIDED BY REGISTEREDA OUN ED H.V.A.C. E U PM N SHALL B E TERMITE PROTECTION SHALL BE PRtk T Q PESTICIDES BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS WHERE SHOW ,4 ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V.A.C. ' CONSTRUCTION SEE OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO CONS UCTI ( CONTRACTOR ALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE' FOR APPROVAL. SECTION 202 REGISTERED TERMITICIDE . UPON COMPLETION OF THE APPLICATION OF THE TERMITE' C ELECTRICAL NTES PROTECTIVE TREATMENT, AE CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING :DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY HAT CONTAINS THE FOLLOWING STATEMENT:' THE DWGS. A DIAGRAMMATIC:& INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. CALLED TO THE ARCHITECTS ATTENTION PRIOR THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEANANY DISCREPA ,CIES ON THE DOCUMENTS SHALL BE CAL E TERMITES. TREATMENT IS ACCORDANCE CCORDANCE WITH RULES A 4D LAWS ESTABLISHED BY THE FLORIDA TO THE COMM CEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES ALL WORK SH BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL NOTE: ELECTRICAL. DE & ALL CODES, REGULATIONS & RESTRICTIONS HAVING JURISDICTIONS. E APPROVED BY THE_ GOVERNING JURISDICTION "LIQUID BORATE GROUND -FA CIRCUIT PROTECTION; ALL 120V SINGLE PHASE 15 & 20 AMP OUTLETS INSTALLED 1) METHOD OF TREATMENT SHALL B R , " BE DETE MINED AT PERMIT STAGE AND PRODUCT ATHR M & GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. OR BORA-CARE PRODUCT METHODS MUST OUTDOORS, I 00 S, G G APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. SMOKE AND C BON MONOXIDE DETECTORS SHALL BE HARD WIRED 110 VOLT TYPE TO T 0 DRILLED THAT EXPOSES UNTREATED (( )) PRESSURE TREATED LUMBER THAT HAS BEEN CU AND SHALL NOT BE CONNECTED TO 2) NON-SWITCHA KITCHEN OR BATHROOM LIGHTING CIRCUIT REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. PORTIONS OF WOOD ARE REQ THE LOAD SID;, OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE DETECTORS SH BE PROVIDED W/VISIBLE'POWER ON INDICATOR" AND A TEST BUTTON WITH OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24 A.F.F. Q OPTI BATTERY BACK SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED.. ALL ELECTRI L SWITCHES SHALL BE 48' A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6", FROM EDGE OPENINGS. ALL WALL RE PTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED.n ALL HABITAB AREAS MUST BE CIRCUITED WITH AN ARC -FAULT INTERRUPTER PER NEC 210.12 CONTRACTOR ALL VERIFY WITH THE LOCAL POWER COMPANY, THE LOCATION OF SERVICE AND SHALL LOCAT ETER AND PANEL AS REQUIRED. VERIFY ALL C DOCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. ALL EXTERIOR' UTLETS ARE TO BE A MINIMUM OF 30" A.F.F. IN EVERY KIT 1 EN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, BEDROOM, RE EATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA, ALL K 125 -VOLT, 15- D 20- AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. THERE ARE NO CEPTIONS. TO THEINST OF MY KNOWLEDGE,:THE. DESIGN ON THE DRAWMG COMPLIES W[rH THBAPPUCABLE MINIMUM BUILDING CO IN EFFECT AS OF DATE OF CERTt U71ON. BMOW. - i { a , 9673 Ov a IA Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 ct 0 ON F- C) I-- U) .' 06 '► "' d• >, cr_>+�C) I00 € pN11 M u_ u ro --- cuCL a -°a o c_ w V)i a� a w a) Ln E�i,-' O ® E 't n J a. U N r: cyl C) %0 d' rn N CL LIJ LLJ LU LLA Lu LU I cu Z Z a� U.2 LU F : zw C:) �z Q©u)' Z�pG LU F— Ln LU °Gwco o J u_ O a°�p z 0o w ¢ LU jE O LU = W z' 0 F=- ¢�z 0 LLJ � O w z 0 w Q w O En w Q z a= wap` UU) LLJ LU aZ clyz a cn z z w p W O -� =zQ O ce L a5w, O 0- op wOU) Q U CD p 0 a� ac V u m ~zz A 0 ¢ oC LU Lm Z w m JJ J O J I— 0wc=n LL_ O p J 5 �vUi 0-0� O oG O z Uj LUEn Q W i m ca Uj w. C0 �c=nWcwr) U (n J W uaZUF=— W U) m z p > z 0 U) Q LU D�wcn (' w 0 I=— QZQ LU aa�az LU -:> ~map uwi��Q Lin 0- LUcfi� Q w z W HU�� 6=0 w U) LU z o w = 0 zpzz`L_ z 0 cn CI_o zLUiu'��Q ¢^OcJ)� F�-aw¢ x w o z Cwt ww U z W O 0 - En En W Ly U_ in f- c� 0�~z W�LU or oo= F— Q �oOC� LU W ti] w U Jz_j aC)oo p11. - GENERAL NOTES DOORS & WINDOWS PLUMBING NOTES E I NED INACCORDANCE WITH THE FLORIDA • LL BEDROOMS REQUIRE'AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE THESE PLANS ARE D S GBUILDING CODE. PLUMBING AND PROCEDURE A SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PR 1. IT IS THE S USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN RESIDENTIAL COMPONENT PARTS HEIGHT & 5.7 S . FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE „ D SEQUENCE INSURE THE SAFETY OF THE BUILDING AN ITS HE Q AN S Q „ ALL HOSE BIBS SHALL BE FURNISHED W BACK FLOW PREVENTERS AND BE :MOUNTED 26 ABOVE FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54 A.F.F. NOT LIMITED TO THE ADDITION OFGRADE. DURING ERECTION. THIS INCLUDES, BUT IS WINDOWS GREATER THAN 72" -ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT n WING ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, WHATEVER TEMPORARY BRACING, GUYS OR TIE .DOWNS MAY E NECESSARY. GREATER THAN 24 OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. DRAWINGS CT RES, PIPING,. THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. EQUIPMENT, ETC. ... WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. SHOWER HEAD. , CODE W/ RESPECT TO MIN. EMERGENCY. EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. " HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE 7'-4" ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND. HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE V-10" SHOWER ENCLOSURES AND WINDOWS LESS THAN 60" ABOVE STAIR LANDINGS OR TREADS SHALL BE _ GENERAL NOTES TEMPERED SAFETY GLASS '`SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2014 FBC 2411.1.2 , Q ACCORDANCE STRUCTURAL DESIGN CRITERIA ALL WORK SHALL BE IN CC RDANCE WITH ALL CODES RULES REGULATIONS AND IN GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH SINGLE SWING EXTERIOR DOORS CONNECTING G RAG Q RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. 20 PSF REDUCIBLE. 3 ROOF (REDUCIBLE) LIVE LOADS 1 INCHES 35 MM IN THICKNESS SOLID OR HONEYCOMB' CORE SOLID. WOOD DOORS NOT LESS THAN / I ( ) , R SHALL VERIFY ALL DIMENSIONS PRIOR CONSTRUCTION. THE ARCHITECT SHALL BE 40 PSF s - CONTRALTO L TO C RESIDENTIAL FLOOR UNLESS OTHERWISE I DILATED K OR 20 MINUTE FIRE RATED DOORS. R STEEL DOORS NOT LESS THAN 1/ INCHES (35 MM) THICK, NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. 40 PSF 0 MIN TO FIT WINDOW OR DOOR SIZES PRESSURE BALCONIES/DECKS WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, , 40 PSF „ „ „ TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4 DIA. x 3 1/2 TAPCON SCREWS, 6_ DRAWINGS SHALL NOT BE SCALED... STAIRS , 10 PSF L B NAILED TO PRI STUD W ATTIC WITHOUT STORAGE FROM:: EACH END AND 12 C/C. ADDITIONAL FRAMING MEMBERS SHALL BE OR / PSF 2 ROWS OF 10d NAILS AT 10" C C. INSTALL SOFFITS PER FBCR R703.1..3 AND R616. C WITH STORAGE 20 PS O / ATTIC HABITABLE ATTICS 30 PSF SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). SLEEPING ROOMS 30 PSF WIND BORNE DEBRIS REGION EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE 3000 PSI WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI -DADS CONCRETE UNLESS OTHERWISE INDICATED SHALL BE PROTECTED WITH W CONCRETE OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE NOA . THE NOA SHALL DEFINE THE STRENGTH._. ( ) MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE @ 28 DAYS REQUIREMENT SHALL APPROVED NSA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE R Q S L REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 PREVAIL AND°THE ARCHITECT OF RECORD SHALL BE NOTIFIED. ALL REINFORCING BARS ASTM A615-60 60,000 PSI -60 6 000 PSI , ALL STIRRUPS AND TIES ASTM A615 Q GYPSUM WALLBOARD F SLABS ON G DE MINIMUM 1.5 LBS. OF POLYPROPYLENE .FIBERS OR PROVIDE 1/11 NO SAG GYP. BOARD ON .ALL CEILINGS. PROVIDE 5/8 TYPE X GYP. BOARD ON ALL FIBERS PER CUBIC YARD GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE CONCRETE ASTM C90-01, STANDARD WEIGHT UNITS, ft 1=1500 PSI MORTAR TYPE "S" 1800 PSI RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS V ASONRY INSPECTION IS REQUIRED UNITS: DURING CONSTRUCTION HARDIE`BAC ER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8' ABOVE FINISHED FLOOR. OP AND FIELD , ST EL A36 36000 PSI U,NO SH E RAL AND MISCELLANEOUS, STRUCTURAL ...ALL STRUCTU, A R STAIRS HALL HAVE WALLS` UNDER -STAIR SURFACE AND ANY . _ ENCLOSED A ESSIBLE SPACE UNDE S S , STEEL: WELDS: €70XX ELECTRODES ALL BOLTS T IN CONCRETE: ASTM A36 OR ASTM A 307 SOFFITS PR CTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD. 2 SOUTHERN YELLOW PINE 19% M.C. WOOD BEAMS, RAFTERS, JOIST, PLATES. U.N.O. N ( ) FRAMING: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB FLOOR SHEATHING: T&G A -C GROUP 1 APA TED (48/24) GLASS BLOC MORTAR TO H E COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS WALL SHEATHING. PLYWOOD C-CJC-D, EXTERIOR OR OSB _ EXPANSION S PS TO BE PLACED PER MFG. SPECS. VERSA LAM BEAM, A - LAM PSI U.N. GLASS BLOCK, HALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. WOOD COLUMNS: PARALLAM 2,OE U.N.O. E ROOF: TILE ROOF: BUILDING IDE FICATION WOOD ROOF DESIGN :LOADS. SHINGLE TRUSSES. TOP CHORD LIVE LOAD. 20 PSF 20 PSF APPROVED NUIR RS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH TOP CHORD DEAD LOAD: 10 PSF 20 PSF POSITION ASE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. SAUMBERS SHALL BE A MININUM OF 4 TALL AND 1/2 THICK AND CONTRAST WITH B07TOM'CHORD DEAD LOAD: 10 PSF 10 PSF THEIR BACKGD. TOTAL: 40 PSF 50 PSF STUCCO WIND UPLIFT RESISTANCE: 10 PSF 10 PSF ALL EXTERIOINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO FINISH OVER RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL SEE DRAWINGS FOR SPECIAL CONCENTRAT D LOADS. DESIGN FOR NEW WIND PLYWOOD PAUPLIFT AS PER SPECIFIED CODES, DEDU NGA MAXIMUM OFS P.S.F. DEADLOAD, BUT NOT EXCEEDING ACTUAL DEAD OAD.CONTRACTORNSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. WOOD FLOOR DESIGN; LOADS: OUTDOOR KITCHENS TRUSSES: DEAD LOAD: 20 PSF ALL CONSTR, ON WITHIN 24 OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. LIVE LOAD: 40 PSF CMU, LIG}iT EL GAUGE FRAMING OR OTHER MATERIAL DETERMINED A5 NON-COMBUSTIBLE BY THE TOTAL: 60 PSF FBC RESIDE L, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR GRILLS `OR OPS. TE PREPARATION: ANCHORAGE, FOUNDATION/SI _ �;;:-=METALA�ID�.HIIRE LATH: y 1. ALL METAL LATHS ; ALL BE LAPPED 1 INCH MINIMUM. :E..r._ 0 F` :,.. _ OF 2 50 PS 1E URE.. N PIR SS L SOIL EARI ALLOWABLE B RAN AL B _ E t F I F S O 0 ALL W A I E FABRIC TO SUP, RTS SH OOZING .ALL ATT CHMENT RING METAL`LATH WIRE LATH AND W R 2 S FOR. SECU AND BE ED� E SECURED TO SUPPORTS � � E PLA 0 INCHES APART AND SIDE LAPS SHALL B FOOTING EXAVATIONS� � S ; SUB�DE. SHALL BE COMP CTED TO A DRY DENSITY B G N T MORE THAN 6 IN , `., OF AT LEAST 98% OF THE MODIFI D PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN TIED B N SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMI 17E PROTECTION. . METAL AN WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT 3 OF 4D GALVA ' ED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST INCH AND - 2. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDE GEOTECHNICAL ENGINEER BENT OVER TO GAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS w' ATTACHED TO LING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. -. , 11 GAUGE,,BAR ;. D, GALVANIZED OR BLUED NAILS 1Y2" INCHES LONG HAVING A HEAD NOT LESS THAN FAILING TO MEET THE GEOTECHNICAL ENGINEER'S REQUIREME 4TS SHA' BEi P b Y8 INCH IN DIAM ER. s CONTRACTOR'S EXPENSE _ `.:EN. AND RETESTED AT THE C , AND GINEER %.. IRRORS CERTIFICA T T IttSIGN BEARIN CAPACITY, AND THAT THE M 3. WRITTENMIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. VE'BEEN MET SHALL BE MADE BY THE GEOTECH. ENGINEER. _.r R .. ..,,...,, H.V.A.C. NOTES:. THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: TERMITE SPECIFICATIONS MECHANICAL,RESIDENTIAL, AND ENERGY CONSERVATION MOUNT ALL-TN'ERMOSTATS AT +4'-0" ABOVE FLOOR. SECTION R318 PROTECTION AGAINST TERMITES APPLIED I ES I C UDING SOIL FASTENED IN PLACE TERMITIC D N LALL INTERIOR' EXTERIOR M EQUIPMENT T A L E SECURELY STE PROVIDED BY REGISTEREDA OUN ED H.V.A.C. E U PM N SHALL B E TERMITE PROTECTION SHALL BE PRtk T Q PESTICIDES BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS WHERE SHOW ,4 ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V.A.C. ' CONSTRUCTION SEE OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO CONS UCTI ( CONTRACTOR ALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE' FOR APPROVAL. SECTION 202 REGISTERED TERMITICIDE . UPON COMPLETION OF THE APPLICATION OF THE TERMITE' C ELECTRICAL NTES PROTECTIVE TREATMENT, AE CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING :DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY HAT CONTAINS THE FOLLOWING STATEMENT:' THE DWGS. A DIAGRAMMATIC:& INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. CALLED TO THE ARCHITECTS ATTENTION PRIOR THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEANANY DISCREPA ,CIES ON THE DOCUMENTS SHALL BE CAL E TERMITES. TREATMENT IS ACCORDANCE CCORDANCE WITH RULES A 4D LAWS ESTABLISHED BY THE FLORIDA TO THE COMM CEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES ALL WORK SH BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL NOTE: ELECTRICAL. DE & ALL CODES, REGULATIONS & RESTRICTIONS HAVING JURISDICTIONS. E APPROVED BY THE_ GOVERNING JURISDICTION "LIQUID BORATE GROUND -FA CIRCUIT PROTECTION; ALL 120V SINGLE PHASE 15 & 20 AMP OUTLETS INSTALLED 1) METHOD OF TREATMENT SHALL B R , " BE DETE MINED AT PERMIT STAGE AND PRODUCT ATHR M & GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. OR BORA-CARE PRODUCT METHODS MUST OUTDOORS, I 00 S, G G APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. SMOKE AND C BON MONOXIDE DETECTORS SHALL BE HARD WIRED 110 VOLT TYPE TO T 0 DRILLED THAT EXPOSES UNTREATED (( )) PRESSURE TREATED LUMBER THAT HAS BEEN CU AND SHALL NOT BE CONNECTED TO 2) NON-SWITCHA KITCHEN OR BATHROOM LIGHTING CIRCUIT REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. PORTIONS OF WOOD ARE REQ THE LOAD SID;, OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE DETECTORS SH BE PROVIDED W/VISIBLE'POWER ON INDICATOR" AND A TEST BUTTON WITH OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24 A.F.F. Q OPTI BATTERY BACK SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED.. ALL ELECTRI L SWITCHES SHALL BE 48' A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6", FROM EDGE OPENINGS. ALL WALL RE PTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE NOTED.n ALL HABITAB AREAS MUST BE CIRCUITED WITH AN ARC -FAULT INTERRUPTER PER NEC 210.12 CONTRACTOR ALL VERIFY WITH THE LOCAL POWER COMPANY, THE LOCATION OF SERVICE AND SHALL LOCAT ETER AND PANEL AS REQUIRED. VERIFY ALL C DOCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. ALL EXTERIOR' UTLETS ARE TO BE A MINIMUM OF 30" A.F.F. IN EVERY KIT 1 EN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM, BEDROOM, RE EATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA, ALL K 125 -VOLT, 15- D 20- AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. THERE ARE NO CEPTIONS. TO THEINST OF MY KNOWLEDGE,:THE. DESIGN ON THE DRAWMG COMPLIES W[rH THBAPPUCABLE MINIMUM BUILDING CO IN EFFECT AS OF DATE OF CERTt U71ON. BMOW. - i { a , 9673 Ov a IA Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 ct 0 ON F- C) I-- U) .' 06 '► "' d• >, cr_>+�C) 0 CL € pN11 M u_ u ro --- cuCL a -°a o c_ w V)i a� a w a) Ln E�i,-' O ® E 't n J a. U N r: mi%o C) %0 d' rn N CL LIJ LLJ LU LLA Lu LU I Z Z a� U.2 LU F : caGw cv U) w J � ri Ui CD LU Zm LU LU i i L LU w. _j L u , LLU no ZLU LU LU LU FcS,ERIAL NUMBER 1014.1 z,z 48"X48"X4" CONC. PAD 3 ABOVE GRADE Z U) w ¢____---- ------ En I-- a o 120 n - 1 aI 11 711I6n m rt �z J W j o w J 361-811I , a I t LL_ p - 1- I - W p GAS NE TO TANKLESS I � � ; ; _ _ _ HB z , o I WAT R HEATER .t w Q , d LU i m F— n L— -- C------- LUp M M _ p oi , , I I �_ = I (� � N I -F _ 1 II � -� N I J Z L L , I l l , ch O ?� O n I LJt" _ 1 ,:,,;, _ �I I 1 WATER'SOFTENER_LOOP 6 n I > oG I I �- 1 Z-------------- w 1 PLUMBING .It _ (_-------------- - LU o I WALL Ls . � wow p z _ , t 16 Q .I �- = o TY VPP. SLOPE SLAB U., p �.. , 1/8" PER F00 LU z n = - - GAS `LINE _ Q o Luo 1 1 =-------, , ,-I 4 PLUMB. I FOR YER t4G I I I - Lu z WALL_ i c- _ - O L:7L ----- LU Z W �� � / 1 I 21 '3 �y W. I.1:; Q p •� \`i \ I GTyp. 231-111 CS Uj U_J00 4" PLUMBINGI I I 25'-10 Ln WALL 1 I = C) �`�\ �' �— N LL , I, I I I , C U pc ( L---------7------- I �_ !, LLL o \C--� r ---u 1j _- _--- , I -- -------� , --- --- CL CL i t I I F - Q U Q \ ��� I i I I I '. EnLU ��.LU CF \\ \ I i I I ¢ (D °G ,. `; , n I I I I > STEP o - LL.1 __ Zl �-Tp -------------------------------------- r ---------------Tr-- --------------- _ 1-011 LU Lj_ ' W ' FINISHED FLOOR ' � t rA Z m a NOTE: FIN. FLOOR TO BE 18" oL�, J o _ ,, MIN. A OVE CROWN OF ROAD ' ' r r PAVERS ON ^ a 6 ! Q I I i' I „ F - Z rn--------- _. l H ? —1 r w ------------------ w,. STEMWALL i o 0 o�C I I V Q II II LU E __ , , , �-,---------------- ------ [U� cc F- PLU GING WALce L ,. , � LL -r.,-4 — — — — --� I n I LU 11.14 PLUMBING WALL , ~ w z ----- n I cn - - i1 r - `------ -- _--� /----Typ. U.N.O. W w ��,. I , i t I I I�I ,. 1013 ca Uj�� I II I'll a -PROVIDE I I 11 I) I_ a III 1 1 ,_ 4 PLU BING - M I 6 li it - II I 14 4 0 AUL-- _ _ _J ELECTRICAL CHASE 1 I I 1 o - I(-----_-=� I I WALL ,, - U Z_ W _� 9 _0 , I I I I L- --� cn cn 1 o TO ISLAND TYP. I I - 3-. En JW T, _ I II _ o _ 2 6 N Z Q I I II , II LL, tJ H PAVERS ON co I , , , I o III STEMWALL I I I , �, , , �- oC ao ;0 -0 ELEV. I I - o , 1 _� , I, I CC LU � F] C � I � I I -� Ln Z Q> t �, I ,, I Lt7 •-•�Q- `.T.O. PAD ,�Q[ f- L,L� Q ----U--- ------ ----- - - U) LU �zcw��-HB 1O0 F-- w ( I GAS LINE TO C00 OP I _. 00 U m a z PROVIDE GAS I ; We > o LINE FOR FUTURE Ca z z = o BARBEQUE AREA ,_1111 nM __j 9, LU <� a o n Z I I 68-0 LU ��0 0 8 2 oWW 77'0" » W = 4 I oc M (� 'L p �W� pLi cn LU W� B Ln C Zoz4 Q ci) o z tit 00 oz� wa u . LU W o z NOTE:; STEM WALL FOUNDATION W U' - CD U LAB LAYOUT oUj o w Lin w SCALE: 1/4" = 1'-0" CARIBBEANCll� LU ; 4.11 ,h NOT ; : FIELD TO VERIFY ALL GAS LINE Z LOC 'TIONS PRIOR TO POURING SLAB U)3U)W wcc°° p C5 U) Q F, ADD IONAL NOTES, SCHEDULES & DETAILS .. z LU Ca LU Z J x � _: SHEET. A N THE Al N SH E C N EF N 0 �ooLL FOUND ,-� aC V i— O To THE BE OF MY KNOWLEDGE, THE DESIGN DEFICED ON THIS DRAWING COMPLIES WM THE AFFLIGABLE MINIMUM BUILDING CODE IN EFECrAS OF DATE OF CERTIFICATION BELOW....: . August 28, 2017 FLO 61 n R967 �gg ". ®m Ova IA Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang=Yu b Lee, PE 72328 Uj 01-10 4m p LL! 01% 0 0 -106 fV <C . v, N � r > � o C �:- N d- E 0 M5 < Uj L Z�- _j _ L < LU V'} Q O 0) -v o C 00 L 60 mLn 0 ._i . V V N 9.0 O tD I 0 01 0- N as 1 1 LU ce_ LU L Eli Uj LUz Z. ,�.�// L.i�LLJ p Q W ZIP �J ccw- �aC w LLJN U W LL J N coag tz Itu- ILU I 00 H px >- LU qp LU LU LU LU ED SERIAL NUMBER 1014.0.' SLAB LAYOUT NOTES: SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS EXTERIOR SLABS SHALL SLOPE 1/8 PER FOOT AWAY FROM HOUSE ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. INDICATES DOOR OPENING TO THE 8 OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMMIES WITH THE APPLICABLE MINIMUM BUILDING CODEAIE (7 AS OF DATE OF CERTIFICATION BELOW. August 28,'2017 s 8 967 a 3 4 Ova AIA Manuel` Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang=Yub Lee, PE' 72328 Uj 0-00 p LU O0i r4 QO QO LLAd' cry N LLJ tn j 00 o 0 64 LU LD _j 00 Z . 001 w "° Q o LU cw no (V Mui E0mt< N U n kC to qt ON N 0- LLI a a LU ce- ce- Lj �uRurr� LU LLj.. .. LLJ W 0w z LU LIA QLU U o N LTJ LL- J aS Z N O Y C9 8 LLJ �. L,. 1 perp` U„..I fa;, w LU '1 W 0 06 cn W J 0 LU U (.n U) O z OCL Q ;L LLJz LIJUj LL- rsERIAL NUMBED 1014.0 5'-811 1 63'-411 51.811 21_01 (111 It �7 , 1 7 0 8-4 8-10 710 63 193 Y 30 11-4y2 I' Z O 01 01 1._f En En z U) °; 36'-8" LU U): w O I' " a oG I I I I CD TANKLESS GAS Oo w —� 1 o - , WAFER HEATER HB O 1- C o C A D C W� O O O IO , o I I II _II N. X. C> __j w :::::.:. _ U 1 = 40 VAN. m - _ �- 10 CLG. ATH C> MASTER B , �� ::. 0 :;: io I I i i_ 11 _�---WATER SOFTENER LOOP � W I , ,I , , , 10 0 LG. �. r oo= I 2 1 " M 1 1 1 n O 1_ 11 1_ n 1 11 1_ n 20 -2 ��'- � -8 81-411 1 0 3 6 23.1 I / �i Z G ' o O cn I / LU �L.T.;� L J W ;Z C - 1 � _ - - - qCLG �-==J _' > o 10'CLG. 1 " TWO CAR GARAGE O o 1 w 1" I _' 1 1 11 T,., 9 -11/2 0 10 2/ = Ii � 2 -10 � w O E♦ -;. -- 9'-0" CLG. I / -U) Q „ _1 I jl / o Q A.H.U. o / LU o o I _(TEMPERED mi / ---- �, :: 1 MASTER QIGLASs l— _ _--,I , $ LU o 1- ENCLOSURE o GCWZ �:: N � � / Q BEDROOM � -' ON 48" HIG -ao"v i` - � -, I _ _ CO, / I= oc i 10'-0" CLG. II WALL - - - -< rn w _ 22"x54" ATTICACCESS �I ,-1 .• ;.: cn W/ PULL-DOWN STAIRS �' � � r' I cn asi I GAS al SASH _ z w11~ - '' DRYER _01 _ I 011---� ` " _ SHELF ABV" `� o O d. STORAGE TEMPEREDLU ,-1 �_ 11 - 7' - 10 X10 AIR JUMPER ZI � - LAU N D _ LU � � � _� I 1 9 0 CLG - GLASS - � Q' t-- z a :; • I I `� I _ _ 10' -OIL CL �I O ,. r-1 ENCLOSURE I �;r '-2 -4" 1'-0" O UJI::;.:;: LINEN I r' BOTT. TO F. T I I i o � :•�::. _WI.C. _ � I � m 11 '... 11 1 11.. 1 11 i'_ 11 (^ 11 I 1_ 11 Al i'20'-9" oc 6 9 -8 7 -6 - 3 0 10 0 CLG. _ I S AItI S w 0 _ - M 2 6n �— ------ cc c.� z ;I' - - ,-. I w `c oo VAULTED a :: a o 2 2 - 3 w - W °C �- _ a o o 0- N B M M CLG. I A3.N I- ;:.. _, z ,i; O rs -0" CLG. R&SH - - - `n -av STP - I -_ o L3 , o I 2'-10° CONTINU S—°IHI o' _ .;... GREAT ROOM COV RED ' I � z o � •� 1 11 I HAND HA -W (TYP.) � . ` � 1 1 11 � � ~ -o z 10 -0 CLG. I 1 " 1 " 1t 1 11 �J I I I 6 -10/ EN RY I I w w o�c Q I 19'-011 i 6'-10" 7 -2 5 -3 4 - 3 -10 8" _' S'-1111 81 81_011 1 N F- LU °� - - - - - 10'-0 CLG. (I cn cn cro rq rA W _: 1 4 0 RECESSED SHOWER ICHE, PMT o _ C I ,� 7.8 . = FFIT @,-01'— - I VESTIBU LE i i FOYER I I oc z w o% / I 0 1 FIELD VERIFY SIZE A p LOCATION I I n F MT. PAVERS 1 10 -0 CLG. i 11 — — 1 0 � 10 CLG. .F, TYP. U.N.O. CLG. 1 °° 1 - ,ter A� � 1 0 :�: 10 -9" O rn _ �- O 1 �-- , w (J? tL (n :.:.:.:.:.:.:.:.:.:.: .:.:.:.:.:.: .:.... .:.:.:.:.:.:. :.:.:.:.:...:.:.:.:.:.:.:.:.. C� 0p / _ 2 � 64 I 88 6-4 I Q 611 WI �� <:; 2X6 WALL @ —' °•q,.. 1_ „ 1 II 1 I 1 , 1 1-011 a c� I 0 7 -4 ® 3 -8 -1 -7 M 14;; (,.) �; I 34 1/2 ROUGH o a s o 10 d w w I - ® I O co , 0 - ?: cv LU m : C N" CA BDROOM 3 CLG. _ A - —� 1 11 f- o - - - - - - _ __-_ z -r- ------- _ - .,,.�.�:._ - -0 CLG-,,,r' �[ 1 w En I I_ _ -- _ �' 1 tV1 cn O (D 7.$ ,.� " ' , „ I _ 15" VAN. 1; W _Z I PAVERS ,.._, '...:,...,a „ :�. ... a"° ,I: 1 11 ,.? 1 11 1 11 4 1 11 11 120 . 114 28 :: 11-6 Q - _.rv. . ,r, I . fl I ,--1 - o Uj z I 1 Y E_ .... ... uL00 L__J� _ DO CDrk ca N , _, I _ K W DISP. `o 21-611 6 COVERED o SINK / o N DINING LU Q o, I - — PAN`fRY KITCH ,� = I BEDROOM 2 LANAI '—' 0 w '_ " 10" LG. bo '_ " 10'-0" C G. M 30"VAN; = 1_ " -w � T EAIw I 1 " B 3 10 17 6 R00 BATH 2 I ,� 10 o CLG. 1- O J w BOX OUB 10 -0 CLG, 1 Q = I 10'-0"CLG. 101.011 CLG. 5'-4'► 15" VAN. I ^ to TO COL. WIDTH " cc 3 v) ( 6 GAS COOKTOP = Q (TYP.) PROVIDE GAS ------= ( o _ _.1 cl-m cC w I LINE FOR FUTURE cn - 1 ==� z >-------- REF. _ , , F- 0 0� I BARBEQUE AREA --- - -- OVEN N N : _ 'Q InC) 1 M_r .............. Uj = © m w to , u` V)Uj0 H8 F C A ., O w O I ( O , 00 j I C m� w �tnQo , x Z Z = x Za ' w ¢ Q 1 8.211 I 27'-10 15r " 71_0" cn 0 u; 91 011 681-011 ry w Z I , C) o 1 1 771-0° M t-v� U) w C oU_W� B 1 zW� 7.8 7.8Ln L zooms z 4 -tnp a UJI_ a �' ri ¢Oz� .- 1 w Z �-..• w Z Q FIRST FLOOR P LA NUj c� ►-� w w `_'o ` u , SCALE; 1/4" = 1'-0" CARIBBEAN _ ¢w �Q =cdZ cn~zo Q . w oz =U) O �-- Q � t, AD ITIONAL NOTES SCHEDULES & DETAILS w m w r ; L oZm� T , r Z __j� CATV BE FOUND -ON HE AIN S�iEET JI 0 0 QUl--o i TO THE B OF MT.KNGWLEDGE, THE,DESIGN DEPICTED ON •IRIS DRAWINBCOMPLIES WITH THE APPLICABLEMINIMUM BUILDING ...: CODE Of ERECT AS OF DATE OF, CERTIFICATION HLOW. August 28, 2017 () F , ffi , 9673_ d, d rra w s Ova A Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 7232:8 Uj 0 cn c _j O 01, 00 0) Ln < N Uj j R- LL. o�.. 0 � Z Q04U) O ~ W oC =acc m (f) W J W Q C:) W Q LU = m W ~ o o�W z=� Q � Z �o JLu LU z o w o w o Q 0 -00 Z F- U WCI.L.IZ o U (n Q WHO � a W Z UjZ H Q � O W O J =ZQ 0 oc'_c p o LL— a -� ¢ o 0o n ace z LLJ °° LU z'pao Q I D J J Q U U) oo� 0 Wit A-4 b a n O ce HOZ EnLU En O Z(no�( Q W cn Z mmW� J � w Q D o Uj U) En CD (n LU LUZVF Q (nm GC O > 0 Q Uj ZUj Z to wo H�UUj m�aZ W Uj L9 W t� _..I Q oe =Z U) C) 0 Z w W V p QUO= �U)WF- Z C D W ZZZt�i O t� B C 7.8 78 I I I_ 20'-3" i 1.0 I_ill 71.3111 - I C H ----------F-- - --- ---- - - - - - - - - - - - - -- -- ............ :...... . i BATH 3 _ _ I ' 9'-0" CLG. 14-3 o 6EDROOM � � I = 9'-0" CLG. 'T -' d- 2 2 M ......... -9 8 I 5 32 =v 42' VAN. 6 = i --122"X36 O° W IATTIC 22"X30 > ACCESSr. J ATTIC_.:::::...............:.:::.:.:::::::........:.... ACCESS � ,`C _ FLAT SOFFIT R & SH N "' AT 8T_0 TI A.F.F )AI i S I S ; '-3" W o - --- --------------------------- --- A3.N i ZD L — — - --------------------------- Z Z o jj August 28, 2017 1 Q^coria oZ� 4 W j LU WLU Z W (J W L1_ Z W f: o 'R 967 rq W QW��'' ujHU� WS m Ova IA Quj 6OC Manuel Gonzalez, AIA Uj m W U AR 96730 __L JOOU- Javier Hernandez, AIA ti <c AR 98560 Sang Yub Lee, PE B C 7.8 78 I I I_ 20'-3" i 1.0 I_ill 71.3111 - I C H ----------F-- - --- ---- - - - - - - - - - - - - -- -- ............ :...... . i BATH 3 _ _ I ' 9'-0" CLG. 14-3 o 6EDROOM � � I = 9'-0" CLG. 'T -' d- 2 2 M ......... -9 8 I 5 32 =v 42' VAN. 6 = i --122"X36 O° W IATTIC 22"X30 > ACCESSr. J ATTIC_.:::::...............:.:::.:.:::::::........:.... ACCESS � ,`C _ FLAT SOFFIT R & SH N "' AT 8T_0 TI A.F.F )AI i S I S ; '-3" W o - --- --------------------------- --- A3.N i ZD L — — - --------------------------- TO THE NSTOFMY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING CONPLIE5 WITH THE APPLICABLE MINIMUM BUILDING CODE IN Y•ECTAS OF DATE OF CERTIFICATION BELOW. August 28, 2017 'R 967 9 Ova IA Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang Yub Lee, PE 72328 Uj C) rn 0 rn r1 00 `I' O N N rn >a C L � N E (Y I l.J L aoo a J 46 c co 00 L W a) �: Ln E 0 0 E < Q N V rJ n < lG ' N CL 0� L L A ce: LU LU 1 Uj p LU z LU a w p ---q O m p M d W F -q LUCL LU s 0 I I N LL Q N n" o dam.. Y (.7 2 Q MELU ' L L ° t Tj LU I I z d. 00 o cn CLi �a t �J �O U.1 LU U W r.;ERIALUMER 1014.0 U_ oz a O ~ W cn W o =0-� O C W O J lu- w off. 0 a�Z w 4 >�o° O LU I— C)=) Lu a=~ �z 0 C> W � �0:� z oWo W Q z a=5 Uj 0:CLU U o Q w Lo z = o Zf w Z z Q W 0 W O J I =zQ ca o cc a oUj O x woz Q a �DOOR CDOOR CALL -OUT DOOR SCHEDULE HED ULE CARIBBEAN TYPE SIZE REMARKS 1 THERMA-TRU INSULATED ENTRY DOOR 3'-0" X 8'-0" FULL LITE / TEMPERED 2 HOLLOW CORE DOOR 2'-6" X 8'4" 36 1/2" X 72 1/2" 3 DOOR 2'-81' X 8'-0" SELF-CLOSING, SOLID WOOD NOT LESS THAN 1-3/8" / OR 20 - MINUTE FIRE - RATED 4 HOLLOW CORE DOOR 2'-0" X 8'-0" 48 1/2" X 60 1/2" 5 FRENCH DOOR 2'-8" X 8'-011 EXTERIOR / TEMPERED 6 GLASS SHOWER DOOR 2'-0" X 61-411, TEMPERED 7 HOLLOW CORE BI -PASS .DOOR 6'-0" X 8'-01" (2) 36 1/2" X 72 1/2" 8 O.H. METAL GARAGE DOOR 16'-0" X 8'-0" NON -INSULATED RAISED PANEL/ DESIGNER DOOR 9 HOLLOW CORE DOOR 2'-6" X 6'-8" (2) 24 1/2" X 72 1/2" 10 BI -PASS GLASS SHOWER DOOR 5'-0" X 6'-0" TEMPERED 11 HOLLOW CORE DOOR 2'-8" X 81-0" 12 HOLLOW CORE DOOR 2'-0" X 6'-8" Uj © Uj U) 13 HOLLOW- CORE BI PASS DOOR I_ TI I_ , 5 0 X 6TT 8 .WINDOW TAGNDOW W I S _ � WINDOW CALL OUT. HED ULE CARIBBEAN R -VALUE U.N.O TYPE SIZE : REMARKS A SINGLE HUNG 2030 24 1/2" X 361/2" VINYL -LOW E / TEMPERED B SINGLE HUNG 3060 36 1/2" X 72 1/2" EGRESS / VINYL -LOW E C SINGLE HUNG 3050 36 1/2" X 60 1/2" EGRESS / VINYL -LOW E D FIXED 4050 48 1/2" X 60 1/2" VINYL -LOW E E FIXED 2040 24 1/2" X 48 1/2" VINYL -LOW E / TEMPERED F SINGLE HUNG 3050 (2) 36 1/2" X 60 1/2" EGRESS / VINYL -LOW E G SINGLE HUNG 3060 (2) 36 1/2" X 72 1/2" EGRESS / VINYL -LOW E H FIXED 2816 32 1/2" X 18 1/2' VINYL -LOW E / TEMPERED I SINGLE HUNG 2060 (2) 24 1/2" X 72 1/2" VINYL -LOW E Q0 o cn fn Uj �zo uS o z F-- w 0 - pi W m J � 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 f— H W I J J J n Q _ r V �t w LU STAIR RAILING AND GUARD RAILING NOTE STAIR RAILING, STAIR GUARD RAILING, BALCONY RAILING, AND BALCONY GUARD RAILING, SHALL BE CONSTRUCTED TO WI1'Hgi'AND:.ONM ff TEOr ` x`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 STAIR RAILS AND POSTS (INFILL) SHALL WITHSTAND A HORIZONTAL LOAD OF 200 POUNDS APPLIED AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY WITH OTHER LOADS. INTERMEDIATE BALCONY RAILS AND POSTS (IN -FILL) SHALL WITHSTAND A HORIZONTAL LOAD OF 50 POUNDS APPLIED AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY WITH OTHER LOADS. THE UNIFORMLY DISTRIBUTED LIVE LOAD FOR THE STAIRS SHALL BE 40 PSF MINIMUN. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1'-1/4"`AND NOT GREATER THAN 2". IF THE HANDRAIL IS NOT CIRCUALR, IT SHALL HAVE A PERIMETERDIMENSION OF AT LEAST 4" AND NOT GREATER THAN 6-1/4" WITH A MAXIMUN CROSS SECTION OF DIMENSION OF 2-1/4" EDGE SHALL HAVE A MINIMUN RADIUS OR 0.01 INCH. 2x12 WD. 1" NOSI EE, m CARRIAGE 00 (3REQ1D.) 2x WD. TREADS TYP. co WD. NAILER STAIRS NOTE: 18 RISERS @ 7 9/16" 17 TREADS @ 10" * ACTUAL STAIR RISER TO BE VERIFIED BY CONTRACTOR IN FIELD 00 i O O 2x4 0 = o STUD < OAK STAIRS FIRST FLOOR WALLS � M THRUST BLOCK ,to VARIES C LO 2 STAIR SECT ON i 0E P NINE TYPICAL �.NSCALE: 1/4" = 1'-0" CARIBBEAN` SCALE: 1/4" = V-0" �UjoZ W LL Z Q August 28, ce CA ZLU Ljr14 LU 71 aoz LU m v U)i-U1- z �v o(9 S k Qac'—nz �.- Ca LU m J Ova WQtO� OZW1– A EWLIJ S QFC w U Z AR 96730 W H _ rn o"' m _j _j J O O W 72328 �7 ce W z Uj V �Zv(n Uj Uj © Uj U) CWSw0 F=- zU W - 9 CJI— C a C7 Uj Q W O Uj v%Qv I wC7Jz U°- 0- _j Ui U; Q cn ce =z cn r �uiin w _j E mi CL < wUCx p Lu mi I < �USWF=--- Z O W nZLU F- I'd zoo z M 1 Ln e -Zo zU-Q Q E3 z cn moi°° F-- � w Q a LUow LU ce- STAIR RAILING AND GUARD RAILING NOTE STAIR RAILING, STAIR GUARD RAILING, BALCONY RAILING, AND BALCONY GUARD RAILING, SHALL BE CONSTRUCTED TO WI1'Hgi'AND:.ONM ff TEOr ` x`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 STAIR RAILS AND POSTS (INFILL) SHALL WITHSTAND A HORIZONTAL LOAD OF 200 POUNDS APPLIED AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY WITH OTHER LOADS. INTERMEDIATE BALCONY RAILS AND POSTS (IN -FILL) SHALL WITHSTAND A HORIZONTAL LOAD OF 50 POUNDS APPLIED AGAINST ANY ONE SQUARE FOOT AREA, NOT CONCURRENTLY WITH OTHER LOADS. THE UNIFORMLY DISTRIBUTED LIVE LOAD FOR THE STAIRS SHALL BE 40 PSF MINIMUN. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1'-1/4"`AND NOT GREATER THAN 2". IF THE HANDRAIL IS NOT CIRCUALR, IT SHALL HAVE A PERIMETERDIMENSION OF AT LEAST 4" AND NOT GREATER THAN 6-1/4" WITH A MAXIMUN CROSS SECTION OF DIMENSION OF 2-1/4" EDGE SHALL HAVE A MINIMUN RADIUS OR 0.01 INCH. 2x12 WD. 1" NOSI EE, m CARRIAGE 00 (3REQ1D.) 2x WD. TREADS TYP. co WD. NAILER STAIRS NOTE: 18 RISERS @ 7 9/16" 17 TREADS @ 10" * ACTUAL STAIR RISER TO BE VERIFIED BY CONTRACTOR IN FIELD 00 i O O 2x4 0 = o STUD < OAK STAIRS FIRST FLOOR WALLS � M THRUST BLOCK ,to VARIES C LO 2 STAIR SECT ON i 0E P NINE TYPICAL �.NSCALE: 1/4" = 1'-0" CARIBBEAN` SCALE: 1/4" = V-0" TO THE 1W OF MY KNOWLEDGE!, THE DESIGN DEPICTED ON THIS DRAWIINi COMPLIES WITH THE APPLIWLE MINIMUM BUILDING �UjoZ W LL Z Q August 28, 2017 ZLU Ljr14 ".LU l Gr LU v U)i-U1- R 967 S k W p� m Ova A OZW1– A S QFC AIA Z AR 96730 ppLUoOV _ rn t t _j _j J O O W 72328 Uj V m Uj C) ,-i 00 TO THE 1W OF MY KNOWLEDGE!, THE DESIGN DEPICTED ON THIS DRAWIINi COMPLIES WITH THE APPLIWLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. August 28, 2017 V l Gr v R 967 k Ova A A Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj m Uj C) ,-i 00 U)Uj U)CC N N > o a 00 C7 Uj �� N v E Q M 0 I U°- 0- _j o a� -v o P r C,00 w Ln E 012 _j E mi CL < v mi I < o to It N C N I'd M 1 LU ce- U U Uj IJO 3 LU ME LLJ Z: Z L 0 (�LLJ µ z �p £ ,.� m m C a m O a ca - LU w CL LU Q 11j. Q U � i N LU U_ J a N LU k2 LIJ J w }Q obi W 0 cUn w` O cn U QLU L CO ) U_ SERIAL NUMBER 1014.0 TO THE NESTOF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIESWIiHTHE APPLICABLE MINIMUM :BUILDING CODE IN Effa AS OF DATE OF CERTIFICATION BELOW. August 28, 2017 LO" n � R c � �R.. 3 Ova IA - Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 LLj LL O Uj . , ONON r q 00 Ln 06 UjN LLj O� j C.L N d' E Q M U- U iLn L LL b- a., �.°oo 0 Sao 00 Q .-jE N t.0 o J VD d- /1 N CL LL-{ 1 LLj ce LU X", Lu F- iceLUL 0 �[ 1— ,. , CL w Ca F�--L 0 �W Ei � Q � LAJ�� N W LL J Q Z Q U C LU Mi L.LJ LLJ E 3 ;z F- LU J �LU LU 00 a • Ln ('2 C O.� �.0 L cp LU 62 U1 Lj- rERIAL NUMBER 1014.0 V CL — — — — — — — — — — — — — — — — — — — — — — — — — — — — -------------------------- -----------------.--.-- m I I I I I I i U I I I I I I r---=---- -------------- ---- I I I o 3:12 ; f . , I z Zn LL, : FLASHING BEYOND I. W U)WO Q ch - co m r-1 : •- 612 j OQ�LW W , 6-:12 W T m � N a LU O Q o O TOP OF HEEL _ - - - . z I Q I z p o O PLATE ... LLJ HEIGHT N w z O > O W W �O Q W 'Q Z UJ v O Q W = O w 5.z i Ln i� I i 1 7- `;<: , Iw r i✓Im I�ivvV v I�#I 1 V1 1 VV6. 1.J1\V 1 1 ILI\� f r.III, W W m U-1 Q U �,M; Z J ASPHALTz �- TO VERIFY LOCATIQNSSHINGLE ROOFING X0011- avt•-o TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON THIS '. DRAWING COMPLIES .WITH THE APPIKABLE MINIMUM BUILDING .. .. CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. August 28, 2017 Nv R 9673 x Ova IA Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 LL O rn Uj O 0 .J 06 ao It > 00 ^C) E LU 0 Uj €0 L LL LU V1 N � c = L v Ln E0Ln E� a < O tV U r\ to 0 0 N CL CD IIJ LU.. a ? E UJ �w.2.w i.L .) LLj 0ZZ jfqL CCI. r W6 IL � W> _ ce- 4.AA U V I I Q � N LU Q Q Z I Y U) O , co LU LU LU Uj F (((z I� LLJ 0 J LL 0 j I� Z Q z 0 00 w T Lu Ln LU 0 LU 3.3..E Q w LU Ccl LLA m SERIAL NUMBER 1014.0 INSULATION AS SHEATHING REQUIRED WATER -RESISTIVE BARRIER ROOF SLOPE AND OVERHANG AS P ELEVATION STUD j _----JOINT FLASHING :xW AS REQUIRED Ce U) ELEVATION �L,uz ' OHO O�0 _ Uj Q p W qG w Z U cn LAPSIDI D TNG E AILQ 1EAVE DETAIL BRACKET TRELLIS DETAIL LU O 3 DC 4 Ln n � ac z SCALE. N.T.S. _ _ �� ,� _ � i. LU A5.2.81 CARIBBEAN SCALE. 1 - 1 0 CARIBBEAN SCALE. 1 - 1-0 CARIBBEAN Q o A5.281 A5.2,81 W Z = Q W oo � w = NAIL R P E 1_ 'IL ROOFING PER 2 6 August 28, 2017 z "- O �.,;: ., _ MANUFACTURER SPECIFICATIONS — CONTRACT, ON o Z O (2) 7/16 &CASING - L SHEATHING 1x6 RAISED R 9673 z (n oC p _ � LAP SIDING - 2X6 W 2" _ 2X RAFTER TAILS ,-L ROUND VENT ' - WALL PER Uj ac I" U) O Uj �. -: CONCRETE �� .I @ 24 O.C. 5 �° 24 O.C. �� ,; ,' PLAN -z m FOUNDATION 4 3/s _ _ 4 _ - O w �O AR 96730 CEMENTITIOUS Ln - N - Hernandez, AIA p SOFFIT - : `"' HEEL ch Sang-Yub Uj o SIDING 72328 z w 0 0 Q Uj ¢ • - METAL DRIP 1 4 m p `. i 1 4 1X4 FASCIA f >/ Uj w�� C1 -S / i L 2X6 RAFTER O.H. C Ln 00= STARTER I TAIL @ 24�� [4'[l �y2t a � z STRIP o.C. FINISH PER 11 o O III r \ / WALL PER PLAN 6 Ce U) ELEVATION �L,uz ' OHO O�0 _ Uj Q p W qG w Z U cn LAPSIDI D TNG E AILQ 1EAVE DETAIL BRACKET TRELLIS DETAIL LU O 3 DC 4 Ln n � ac z SCALE. N.T.S. _ _ �� ,� _ � i. LU A5.2.81 CARIBBEAN SCALE. 1 - 1 0 CARIBBEAN SCALE. 1 - 1-0 CARIBBEAN Q o A5.281 A5.2,81 W Z = Q W oo >- o z w i- SCALE: 1 2 1-0 ARIBBEAN SCALE: 1 2 = -1 -0 CARIBBEAN SCALE: 1 211 _ 1'- T, A► _CD = cn A5,2.81 / A5.2,81 A5.2.81 / 0 C RIBBEANSCALE. 1/2 1'-0" CARIBBEAN Y � o � A�281 W�oG� Qwmw U µ J Z I JOOLL U Q � w = 1x4 HEAD August 28, 2017 W htea:8 �. `. w o to p &CASING 1x6 RAISED R 9673 _9 .� w U) cn cn °G w Ova A Manuel Gonzalez, AIA AR 96730 STUCCO BANDING Javier Hernandez, AIA AR 98560 Sang-Yub DECKING. 72328 z w 0 0 ....... C) p Uj O ON r -q 00 C Ln SIDING D w=,4�p co w cn �, > p 'iN m 0 <i Uj cin No SIDE BANDING z z a M � CL - LOUVERS 1x3 SLOPED 2ND. FIN. FLR. M . o � L zp=o Ln Eos, E V I.J FOR STUCCO U J %100 t It CAP low c LU F- �M FINISH CD _ U LU .. ce LLJ LU I— LU z z LL- O � 3LU __________ LLJ . ; . �N.«.. 1 ' 1 t �ri.. ' BOARD BATTEN 1X4 TRIM Q O af �--�� �¢ CL �U.9 _ 11 3 1�2 1X6 TRIM BD. L Ln N LJJ J CA- - cn o o �i z LL 5; SILL /a ..... Z Y CD O O act C)1 WIDE FRAME 1x NAILER ate, -X LU LU L19 M w o M^toQ O z t 1x4 RAISED a w N Z O 00 ' w Q M > 1x6 Q STUCCO SILL d L1JLn ce o STUCCO LU r~ � CO a Uj o �--. } _LLJ Q Z X: APRON LU LU Uj FERTAL NUMBER X1014.0 FLR. TRUSS Uj ri Z a " �V wLL Z w r O 1X6 TRIM W r % W p 00 rq C)r ::c LU CD s WINDOW DETAIL 6 GABLE DETAIL SHUTTER DETAILw TRIM DETAIL w COch � $ Q , w oC n 1 if—�— >- o z w i- SCALE: 1 2 1-0 ARIBBEAN SCALE: 1 2 = -1 -0 CARIBBEAN SCALE: 1 211 _ 1'- T, A► _CD = cn A5,2.81 / A5.2,81 A5.2.81 / 0 C RIBBEANSCALE. 1/2 1'-0" CARIBBEAN Y � o � A�281 W�oG� Qwmw U µ J Z I JOOLL U Q TO BEST OF MY KNOWLEDGE; THE DESIGN DEPICTED ON THl OWING COMPLIES WITH THE APPUC*LE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF allMrAT[ON BELOW. August 28, 2017 W �.e �. `. R 9673 _9 Ova A Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 C) p Uj O ON r -q 00 C Ln LLQ D > p 'iN m 0 <i Uj cin M � CL - 10 p0 es 3 i C OQ CO m Ln Eos, E V I.J N U r\ J %100 t It ONN N CL low CD LU cm, LU .. ce LLJ LU I— LU 3LU LLJ . ; . �N.«.. 1 ' 1 t �ri.. ' Uj m W k� O af �--�� �¢ CL �U.9 T..I LLjL L N LJJ J LL Z Y CD O _ act C)1 , ate, -X LU LU t a w Z O 00 ' Q d L1JLn ce o Q LU r~ � iw LU LU Uj FERTAL NUMBER X1014.0 TO W BESTOFMYKNOWLEDGE, THE DESIGN DEPICTED ON THIS O*WBYG COMPLIES WITH THE: APPLICABLE MINIMUM BUILDING CODE IN Effa AS OF DATE OF CERTIFICATION BROW. August 28, 2017 VO as $� R 967,10 Ova IA A Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE' 72328 Uj CD rn 00 0 Ln > ~O C, M�E 0 bk» L � m �, a LIJ V8 �-°vo L c Do � a) m �n 0 O N U n -.I ko O ko [t ONN'" w LU LLj ce F J p 3 <r L xm ( LLJ 0 V 0 N J LL Q h N U Y C2 LfJ LU kLj F 4 F f O P--4 00 b • fy 'U"I LU LU ..�� L Ca LU SERIAL NUMBER 1014.0 THE BEST OF W KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLIM E MINIMUM BUILDING CODE IN EFW AS OF DATE OF CERTIFICATION BELOW. August 28 2017 �, dy I $ R 9673 h 9 Ova IA Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 o rn U.1 ,--� ao Ln �M o Z ILI d' LLJ cc 0) .LNC O M —j U LLL cu-wo 2 rV LU V1 0 UL. co co a) Lim 7C Ln I EO1-< r O cV V n J < N N CL -- r� �I FMk L LU LIJ �i i Uj LU Z GL W Xµ ' Cc 0 Co OW Lai i < U C) � c� N LU LL- J N z Y � N � � O ALU con LIE LLJ _. � 1 «F- ���.� F00— =.. =) O g ' LU LU 4y q LU ce E ILL. LU (£€sS LL— LU F 5 3 E Y Y�E..M SERIAL NUMBER 1014.0 i Z LL August 28, 2017 z� 1,6 -U) � � n 1-4 W 8 Uj F•- a;ce cG Z ca U- W J 5 IA Manuel W 0 AR 96730 Z Q AR 98560 w = M 72328 oo= LL I Z = 1-- Uj c) Olt� 0 .1.5 06 W J W Z LLA E N , O W O w > 0 Q U.1.L N C �MI.LLU. Z Wzt = �iLUZ Lu V) 10a L - i COO co U O Q �Ll1 Uj E O LU U CL < N U o LU W Z � V F=" N C O W J Z Q C) ~ 6 O J U CO C �I Quo L .tt Z w � s � GC Z�LU °a LU he Lij 0 LU.' Z r~ Q aqUj 0 c^ W' HI CLLLJ Uj LU Q 4 CL 1 LL -Q N J LU ��y\� ca Q N n J O J Q OO 0 = cn � ) �L Uw O J Iu n& 0...-^ Q CM 1.....;.A pawn tj LU LU U') O Z I LU � _ U W Z in �tnOC7 Q W ca LU ED ¢ O 0 U)WUj Ct) J W O Z ¢ _ LU 4��m, 5 F.-�O ��... �. '� !_1 i L �W W� f o-(n-� W LL C) � ED d 1--E 00 p[ Z Wa ,;:;* U Q U) J Q WW Q-� Z pG (n O p W FUj -'=DW 4 V (n W H Z O Ly cn LU Z C) cl.z -Zo zUj z Imo -a W W0Qz r-= WLL. ZQ Z U Uj r a W i W Q W w 4-4Z wpm "m pZ=� (nom~_ QFC OWca W !j JZJW TO TM _ EST OF MY KNOWLEDGE;THE DESIGN DEPICTED ONTHIS DRAANG COMFu6LLWn THE APPLICABLE MINIMUM BUILDING WE IN EFFECT AS OF DATE OF CERTIFICATION BMW. August 28, 2017 1,6 g onzf � � n � 8 AR 9673 Ova ' IA Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj LL O O1 Uj c) Olt� 0 .1.5 06 LLA E N , > U.1.L N C �MI.LLU. L LL Lu V) 10a L - i COO co �Ll1 E O m CL < N U o mi � V N C C I c ; L .tt 1 � s LU �-�- :E- LU he Lij 0 LU.' Z r~ m m 0 c^ W' HI CLLLJ LU Q 1 LL -Q N J N n � ) Iu n& 0...-^ .. CM 1.....;.A pawn LU U') I �0 01C LLJLJL LL00H 0 0 Ly LU L U U Lij � ED - C/� 4 SERIAL NUMBER 1014.0 ELECTRICAL LEGEND th SINGLERECEPTACLE .4.6 Ima gni w ri r%r%n nrt�rerrnl-L r DUPLEX RECEPTACLE SCALE: 1/4" = 1•-0" CARIBBEAN 240V RECEPTACLE j� SWITCHED RECEPTACLE 3 DUPLEX RECEPTACLE (220 VOLT) In SINGLE FLOOR RECEPTACLE wUj cec .4.6 Ima gni w ri r%r%n nrt�rerrnl-L r �W F - Ie W v co U U U Q w W U H F - 2M, Q 00 r ,o TO THE BEST §FMY KNOWLEDGE, THE DESIGN DEFT , D ON THIS DRAWING COMPLIES WITH THE APPLICABLE N MUN BUILDING CODE IN #Ra AS OF DATE OF CERTIFICATION BELOW. . Uj WUj SCALE: 1/4" = 1•-0" CARIBBEAN e cn Z =z 0 g wUj cec Z=En R 9673 _ �o�__ 0LJmW Ova JZ�CL �OOti Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj �W F - Ie W v co U U U Q w W U H F - 2M, Q 00 r ,o TO THE BEST §FMY KNOWLEDGE, THE DESIGN DEFT , D ON THIS DRAWING COMPLIES WITH THE APPLICABLE N MUN BUILDING CODE IN #Ra AS OF DATE OF CERTIFICATION BELOW. . August 28, 2017 e 0 g R 9673 Ova , �4IA Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj rn U.j -j C:) V do 0 N c j C) CL 's= Nd' E 0 a d M u- LLL CL -j -°a 15 o "- Uj c Go m Ln 0 < d� t J ate. V � 1 V N LA- LLj g 1cD LU (((( „"... E LU ce- e., Lij i q ' L a z 0 z w m a w °�° - �> LLJ LU a LUU �p N W J Z o r2 Lu Uj >- 00 Q U W LIJ r%'00 LU A WLUUj L Lu SERIAL NUMBER 1014.0 j 1 ELECTRICAL LEGEND SINGLE RECEPTACLE DUPLEX RECEPTACLE 240V RECEPTACLE SWITCHED RECEPTACLE DUPLEX RECEPTACLE (220 VOLT) Lel SINGLE FLOOR RECEPTACLE Q U o z O W z �m H Z 0 _o z ocncU.)Q _Lu coc z W cm J O J a o LU z C)oo�c 6.0 a o � Cc _ ca V)o(D z =LU Qtom ca W ¢�} wQ0'0 �U)w� Qc!)-Jw LU <acem zocLLJ oo z�s { Q w U) =foo z cc a~�nC32 0- Z 0j LLJ,Q 0 0 o o [� DUPLEX FLOOR RECEPTACLE SINGLE FLOOD - SOFFIT MOU G.M. z u. C)f SWITCHED FLOOR RECEPTACLE Zj w z SMOKE DETECTOR w(n<w zz $9 3 WAY SWITCH % QUADRAPLEX FLOOR RECEPTACLE Ova Q o c„ 4 PUSHBUTTON HANGING G PE N DANT - CEILING HUNG cn z u) w C) _ I JUNCTION BOX GF1 GROUND FAULT INTERRUPTER V w�F- M o a cc_RPROOF Q INCANDESCENT FIXTURE -CEILING O G W P WEATHERPROOF GROUND I, cc z ao SP SPEAKER WIRE FROM TOP OF WALL MOUNTED KEYPAD EP ELECTRIC PANEL OPT. C) w LL F^ O LU w z} JINTERCOM FOR REFERENCE ONLY INCANDESCENT FIXTURE- WALL MOUNTED-"— 0 LU.L W VP P VAPOR PROOF LUa o a o I LU RECESSED HIGH HAT j RECESS INCAND. (EYEBALL) FIXTURE BEDROOM LU = m i-- o cx� ice LU C> E0co� SINGLE FLOOD - WALL MOUNTED Uj S w LUwQZ cn W z W 36 kO C) � d' 3 FT UNDER CABINET FLUOR. FIXTURE z C) fV � DOUBLE FLOOD - WALL MOUNTED II j zNTED SCALE: ############ 4 FT UNDER CABINET FLUOR. FIXTURE 00 a= , ,\ Q U o z O W z �m H Z 0 _o z ocncU.)Q _Lu coc z W cm J O J a o LU z C)oo�c 6.0 a o � Cc _ ca V)o(D z =LU Qtom ca W ¢�} wQ0'0 �U)w� Qc!)-Jw LU <acem zocLLJ oo z�s { Q w U) =foo z cc a~�nC32 0- Z 0j LLJ,Q 0 0 o o M' ELECTRIC CO. METER SINGLE FLOOD - SOFFIT MOU G.M. GAS CO. METER SMOKE FETE CARBON MONOXIDE DETECTOR Zj w z SMOKE DETECTOR w(n<w DOUBLE FLOOD - SOFFIT MOUNTED $9 3 WAY SWITCH % 4 WAY SWITCH Ova 0 :>o W w o m 4 PUSHBUTTON HANGING G PE N DANT - CEILING HUNG DISCONNECT SWITCH I JUNCTION BOX i TV JACK V PHONE JACK - PREWIRE ONLY Q INCANDESCENT FIXTURE -CEILING O G Q , --- � l� LU o SP SPEAKER WIRE FROM TOP OF WALL MOUNTED KEYPAD ® CHIMES OPT. STRUCTURED PANEL (A.K.A. SMART BOX, COMMUNICATIONS BOX, MEDIA BOX, HOME DIRECTORY) LU w z} JINTERCOM FOR REFERENCE ONLY INCANDESCENT FIXTURE- WALL MOUNTED-"— 0 LU.L N It EE AMU_ Z z 0 0 Z LU LUa o 'O Z O RECESSED HIGH HAT j BEDROOM 05 N to Ln cx� ice LU C> E0co� 2 FT UNDER CABINET FLUOR. FIXTURE 1 LUwQZ cn W z W 36 kO C) � d' 3 FT UNDER CABINET FLUOR. FIXTURE P W zWo fV � II j as SCALE: ############ 4 FT UNDER CABINET FLUOR. FIXTURE 00 a= , ,\ IJ 0 0 0 U_ STRIP LIGHT m LnLn LIGHT AND \ C:> ,_, p H 12X24 FLUOR. FIXTURE b Z Cc �W SWITCH INS- ATTIC, ce-m AC _ u,�ocm ozLU C, p 12X36 FLUOR. FIXTURE _o U, 6 � N w a o Q w m W U 12X48 FLUOR. FIXTURE N z o LIGHT AND �– W9! c av�ca 24X48 FLUOR. FIXTURE /SWITCfIN ATTIC Q U o z O W z �m H Z 0 _o z ocncU.)Q _Lu coc z W cm J O J a o LU z C)oo�c 6.0 a o � Cc _ ca V)o(D z =LU Qtom ca W ¢�} wQ0'0 �U)w� Qc!)-Jw LU <acem zocLLJ oo z�s { Q w U) =foo z cc a~�nC32 0- Z 0j LLJ,Q 0 0 EXHAUST FAN EXHAUST FAN W/ LIGHT M' ELECTRIC CO. METER ...... .. ..... - -- -- -- - G.M. GAS CO. METER SD/CO SMOKE FETE CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR w(n<w SINGLE POLE SWITCH $9 3 WAY SWITCH % 4 WAY SWITCH Ova DIMMER SWITCH 4 PUSHBUTTON Q�z DISCONNECT SWITCH AR 96730 JUNCTION BOX © TV JACK V PHONE JACK - PREWIRE ONLY Q THERMOSTAT O PHOTOCELL - SOFFIT MOUNT Q PHOTOCELL - WALL MOUNT l� ELECTRICAL PANEL SP SPEAKER WIRE FROM TOP OF WALL 4 KEYPAD ® CHIMES F====J STRUCTURED PANEL (A.K.A. SMART BOX, COMMUNICATIONS BOX, MEDIA BOX, HOME DIRECTORY) INT. JINTERCOM FOR REFERENCE ONLY TO THE BEST OF MY KNOWLEOGE,THEDESiGND PICIEDON:THIS DPAWINGCOMPLIESWM THE APPLICABLE MINIMUM BLINDING CODE IN EFFECT AS Cit OF DATE OF MCATION.BELOW. :..:........ ...... .... ......... - . ......... ...... .. ..... - -- -- -- - �Q d w(n<w AR 967 12 G) 0 Ova 1A Q�z AR 96730 Javier Hernandez, AIA W z 0 0 �--� w Sang-Yub Lee, PE i EDU < p W C) rn � 6 �Lj_ w Uj 00 D " z in C) W LIj "' te z a., � T C) 0 LU.L N It EE AMU_ Z z 0 0 Z LU o 'O Z O ,. z w < o 05 N to Ln E0co� z 0-W E d' " LUwQZ SECONDFLOOR ELECTRICAL LA UT kO C) � d' P W zWo fV � j a o SCALE: ############ 00 a= IJ Lu m LnLn cy LULU z H w b Z Cc �W ce-m AC _ u,�ocm ozLU LU LU _o U, 6 � N w LL_ Q w m W U _ N z o �OOw av�ca LU LLJ LU TO THE BEST OF MY KNOWLEOGE,THEDESiGND PICIEDON:THIS DPAWINGCOMPLIESWM THE APPLICABLE MINIMUM BLINDING CODE IN EFFECT AS Cit OF DATE OF MCATION.BELOW. August 28, 2017 d AR 967 b Ova 1A Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 C) rn Uj 00 D " Ln 4-' 06 LIj "' te a., � T C) 0 LU.L N It EE AMU_ LU o (Lu- . ,� 0)-0000 P CO L C ' 05 N to Ln E0co� E d' " 0. N U mi < kO C) � d' fV � IJ Lu m LnLn cy LULU z H O b cL w b Z Cc �W ce-m AC LU LU i N w LL_ Q _ N z o LU LLJ LU i �0 J � Q �U H (01� i� J W 00 Z.� O I N LU U0 Ip Z 0W . : ULU UJ CQ SERIAL NUMBER 1014.0 LL. � z z C) w Uj cc 0- ou,. W 0 LU o z W ca > 25 LLJ 0 O = W C] O >I Lu oc� O LU / O W V� Q WLU¢ z ¢ � O UUj U � ceLU Z Q o W z z W D. W O =z¢ 0 C34 LL_ C) LU OC)LU J � � m 04 U ¢ 0 O ce a Q�oWc z C34Ea LU w CA - LU O Z w m¢> 0 F LL W (n DU)cn 0 0::�cv_no LU C>oh aoz m� = z )0(D ¢WCn1Z� mccUj M W Q p 0 �cnw( W GC U � < ca- cC m F•1 O 3: En0 = �Z�cn U) Ujoc �zwt::; a az w ¢ L 0 z z = z U) _,¢ w ¢ (j) CL cn z �4� O p E W 0''• H TIE-IN N WITH WEATHER RESISTIVE BARRIER: _ EXTERIOR SHEATHING DOOR -n WINDOW) -n 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE OPTION - A G) z¢�� G) BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS FOLD UP WEATHER HEAD LASHING TIE-IN MECHANICALLY FASTEN AS WEATHER ` FOLD UP WEATHER C7 '—I W U_ rq Wr RESISTIVE BARRIER & INSTR CYTONS. NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER & 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE TEMPORARILY SECURE Ova SILL PLATE A THROUGH FLASHING BARRIER TEMPORARILY SECURE HEADER TO ALLOW FOR FLASHING INSTALLATION PER PLAN WALL PER PLAN 1. CU FOLD UP & TEMPORARILY `Q pLUmw U AR 96730 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE Javier SEC BAR ` RE WEATHER RESISTIVE IER ABOVE HEADER TO WEATHER EXTERIOR BARRIER Sang-Yub Lee, PE ALL W FOR FLASHING RESISTIVE BARRIER SHEATHING 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD WEATHER INSTALLATION TAPE- 611 SILL PAN F1 ACHTNr. AND LFAI WITH WFATHER RESISTIVE BARRIER TAPE ..�,.�.,�,.,� 'I TILI[` A'I I 'Ur-A'T\ CI ACLJTI 11 Iihlr%r-] CA 00T l' 2 1 2 FLASHING DO NOT FLASH OVER BOTTOM _1 -- - NAILING FLANGE r . PATCH NOTES: 1. F SHINE TO BE FLEXIBLE SELF-ADHESIVE TYPE WIDE). IN. 6 E) CONFORMING TO AAMA 771-07 ; FLASHING FLASHING } 2. R MOVE WEATHER RESISTIVE BARRIER FROM TOP OF INDOW SILL PLATE. kL L.. 3. INSTALL FLASHING IN ORDER AS SHOWNBY NUMBERS, 4. INSTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED RRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 _ TYPICAL SLIDING EF 1 (ASSEMBLED DOOR -n WINDOW) -n D3 N.T.S. (EXT -1)D3 OPTION - A G) z¢�� G) riaag 611 FLASHING I FLASHING" 2 1 2 FLASHING DO NOT FLASH OVER BOTTOM _1 -- - NAILING FLANGE r . PATCH NOTES: 1. F SHINE TO BE FLEXIBLE SELF-ADHESIVE TYPE WIDE). IN. 6 E) CONFORMING TO AAMA 771-07 ; FLASHING FLASHING } 2. R MOVE WEATHER RESISTIVE BARRIER FROM TOP OF INDOW SILL PLATE. kL L.. 3. INSTALL FLASHING IN ORDER AS SHOWNBY NUMBERS, 4. INSTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED RRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 _ TYPICAL SLIDING EF 1 GLASS DOOR FLASHING DETAIL(Exg_�2TYPICAL WINDOW LASHING DETAILXT N.T.S. (EXT -2) D3 N.T.S. (EXT -1)D3 OPTION - A z¢�� riaag 611 FLASHING z C7 '—I W U_ rq Wr AR 967 :'::: CANT STRIP W CONT. DRIP EDGE ACROSS DOOR HEAD Ln 0 Ova SILL PLATE Wm TO DIVERT RAIN WALL PER PLAN WALL PER PLAN � `Q pLUmw U AR 96730 JS�twi Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE SEE NOTE #2 72328 1.' EXTERIOR RAIN DRIP REGLET D00 WALL SHEATHING LLJ CA 00T l' EXTERIOR WITH WEATHER Z LLJ < N WINDOW Ty, RESISTIVE BARRIER `; o CL �N`� M, .,,j IiaJ" U A NOTE: THIS DETAIL ONLY APPLIES AT EXTERIOR DOORS THAT HAVE NO IMMEDIATE OVERHANGS ABOVE THEM AND DOORS THAT HAVE A SECOND STORY WALL ABOVE THEM, WATERPROOFING AT EXTERIOR DOOR EXTERIOR WINDOW E�-5 EXTERIOR OPENING OR BEAM rEW_-6�HEAD DRIP DETAIL(Er-, HEAD DRIP DETAIL P�3N.T.S. (EXT -5) D3 N.T.S. (EXT-6)�3 N.T.S. (EXT -7) Q ¢ = p = pw(WF— TO THE 8 ... OF W KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWIN$ COMPLIES WM THE APPLICABLE MINIMUM BUROING ... 0001 IN O FECI AS OF DATE OF CIRTMUTION BELOW. ZwFW=-- 40 2 8 W7 A � I zpp� E :5z a z¢�� riaag xwo¢Lu z C7 '—I W U_ rq Wr AR 967 ccoi��w s W Ln 0 Ova IA Wm o LU oCA _ � `Q pLUmw U AR 96730 JS�twi Javier Hernandez, AIA AR 98560 TO THE 8 ... OF W KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWIN$ COMPLIES WM THE APPLICABLE MINIMUM BUROING ... 0001 IN O FECI AS OF DATE OF CIRTMUTION BELOW. 40 2 8 W7 A � a t. AR 967 s Ova IA A Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 LLJ CA 00T MM .=1 Z LLJ < N `; o CL �N`� M, .,,j IiaJ" U A kD Z L �,. ZD a , < Ise N 'C0 O a-+ M L C 0 00 � �.Ln O E Tr < C N N C, µ f O„ t_ 1 C) ul 1 LU �( s Uj ceUj Lu. I- - i LU Uj LU < Z Z Z ceL z� 1­4cC V-4 w J 3i Ui o A � Uw L L cx" { s J _F__q W l C6 LU O z M ceLUL Ca ', SERIAL NEER 1014.1 O, zo oz z •cCa� O ~ w aG a ice m p L1J J 0 cz C:) Uj :> LU o Uj C) a�~ pyC) LU En o>o LLIo F- o z Q ,� o VUQ W 0 � a w Z �aLU cr o WJ = z Q 0 o o 5 J m UEn z Qcea cn arc cU 6-4 w m z zvo e2 lui LirLU0 LU ma> J p __jJ � Q 0o nLU pow 0 ce M V v 10 ice LLA o t=oU) z=p�Q Q LU to Z m 0° J R O W Q 0 U3 = O w o (n — LLI LLI "'� z C) : z � C)C) 3 U) cd�' W Z cn 0 �w0z' �vo F_—�tur mccWz W ¢ > U �cnao ROOFING PER CONTRACT: ON (2) U) { LLJ w LIJ a �o=z v� � U) W 2-- PROVIDE PRODUCT APPROVAL FOR ROOFING p w o=moo (CONTRACTOR TO PROVIDE PRODUCT , 96730 U) LU zoW� Ova r z A U_ z C:) Z Manuel Gonzalez, 'cnp z AR 96730 Javier Hernandez, AIA I LU C SELF -ADHERING POLYMER MODIFIED BITUMEN LU -3L LU LLZ a r-jzwo W U_ 00 .- c� cn LU LJJ���' SHEET TO COMPLY WITH ASTM D 1970 0 000 �- Ln 00 SHEET TO COMPLY WITH ASTM D 1970_ U) DC r LU oo= . � �. ac L QQW m V FINISH MATERIAL J 0 0 U_ - o PRE-ENGINEERED WD TRUSS 24" O.C. @ 16" O.C., TYP, ::� ROOFING PER CONTRACT: ON (2) AUG 2 8 2017 BETWEEN 1,_4,, ROOFING PER CONTRACT. (CONTRACTOR TO 7/16" SHEATHING TOP PLATE PROVIDE PRODUCT APPROVAL FOR ROOFING (CONTRACTOR TO PROVIDE PRODUCT , 96730 SYSTEM) APPROVAL FOR ROOFING SYSTEM) Ova r SEE PLAN A ALL ROOFING UNDERLAYMENT TO BE Manuel Gonzalez, ALL ROOFING UNDERLAYMENT TO BE - AR 96730 Javier Hernandez, AIA 2x SYP. #2 WD. STUDS Sang-Yub Lee, PE SELF -ADHERING POLYMER MODIFIED BITUMEN SEE PLAN SELF -ADHERING POLYMER MODIFIED BITUMEN o ch SHEET TO COMPLY WITH ASTM D 1970 0 000 �- Ln 00 SHEET TO COMPLY WITH ASTM D 1970_ N r .LNo . � @ 16" O.C., TYP. L (Lo- U_ x. FINISH MATERIAL a �0o'5 - i 00 co LO= PRE-ENGINEERED WD TRUSS 24" O.C. @ 16" O.C., TYP, ::� 2 X 6 W/ 2" DIA. r %D It 0 01 NCL ROUND VENT @ .. .-' PER ELEVATION INSULATION BLOCK ", 24" O.C. WALL INSULATION r - ..'` L 2X4 SUBFASCIA LU LU METAL DRIP EDGE (SEE ENERGY CALCS.) LIJ METAL DRIP ', ' 'k K W (SEE CALLS.) .:s LU Q ELEVATION EDGE '` 1X4 FASCIA u� CEILING INSULATION 1X6 FASCIA LU ( V .ENERGY CEILING INSULATION vi o , LU (SEE ENERGY CALLS.) E 2x SYP. #2 WD. HEADER (SEE ENERGY CALCS.) 2X6 RAFTER TAIL II @ 24 O.C. 1 1/2" RIGID GYP. BD. VENTED SOFFIT 11 1/2" RIGID GYP. BD. -SEE SCHEDULE 1 DIAM. VENTS @ 4 488 -SEE SCHEDULE 1 x 4 T & G F-1 Q DBL. 2x SYP. WD. O. C., TYP. DBL. 2x SYP. WD. TO THE BEST F MT KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING CTlNMES:WTTH THE MUM F MIMMUM BUILDING CODE IN EFFECT AS OF DATE OF CERT MATION BELOW.: AUG 2 8 2017 BETWEEN 1,_4,, TOP PLATE , 96730 TOP PLATE Ova r IA A RAFTERS OVERHANG Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA 2x SYP. #2 WD. STUDS Sang-Yub Lee, PE 72328 Uj o ch 2x SYP. #2 WD. STUDS 0 000 Ln 00 N "' .LNo . � @ 16" O.C., TYP. L (Lo- U_ x. FINISH MATERIAL a �0o'5 Ucs 3 i 00 co LO= @ 16" O.C., TYP, ::� N FINISH %D It 0 01 NCL WALL INSULATION LL. PER ELEVATION REFER TO ", WALL INSULATION L MATERIAL PER LU LU (SEE ENERGY CALCS.) LIJ ELEV. FOR Z W (SEE CALLS.) .:s LU Q ELEVATION LU U 3 z u� VERHANG LU ( V .ENERGY vi o , LU 2x SYP. #2 WD. HEADER Ln 1 2x SYP. #2 WD. HEADER -SEE SCHEDULE 1 -SEE SCHEDULE F-1 Q S HEDULED WINDOW SCHEDULED WINDOW LU O (SEE FLOOR PLAN) (SE FLOOR PLAN) WINDOW ATTACHMENT Q WINDOW ATTACHMENT c.nLo SERIAL NUMBER 1014.1 COMPLIANT W/ FBC-R COMPLIANT W/ FBC-R 2y SYP. #2 WD. STUDS @ 2x SYP. #2 WD. STUDS 16-1 O.C., TYP. j i ? 16" O.C., TYP. WALL INSULATION>< WALL INSULATION EXTERIOR STRUCTURAL (EE ENERGY CALLS) EXTERIOR STRUCTURAL (SEE ENERGY CALLS) SHEATHING AS REQUIRED C NNECT WALL PER SHEATHING AS REQUIRED CONNECT WALL PER BY FRAMING DETAILS FRAMING DETAILS BY FRAMING DETAILS FRAMING DETAILS 2x SILL PLATE FI WSHED BASE MOULDING 2x SILL PLATE FINISHED BASE MOULDING 3/ " GYPCRETE (OPTIONAL) 3/4" GYPCRETE (OPTIONAL) WATER RESISTANT BARRIERTOP 3/ OF " THK. T&G SUBFLOOR FLOOR WATER RESISTANT BARRIER TOP OF 3/4" THK. T&G SUBFLOOR FLOOR (2 LAYERS REQUIRED) TRUSS (2 LAYERS REQUIRED) TRUSS POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE WRAP§Qvrr 2 ROOFING PER CONTRACT:ON O OR APPROVED EQUAL SYSTEM ROOFING PER CONTRACT. (CONTRACTOR TO OR APPROVED EQUAL SYSTEM . 7/16" SHEATHING 2x RIBBON FASTENED W PROVIDE PRODUCT APPROVAL FOR ROOFING 2x RIBBON FASTENED N (CONTRACTOR TO PROVIDE PRODUCT TO FLOOR TRUSSES a ' SYSTEM) TO FLOOR TRUSSES APPROVAL FOR ROOFING SYSTEM) SEE PLAN PER TRUSS ENGINEER PER TRUSS ENGINEER ALL ROOFING UNDERLAYMENT TO BE WAINSCOT/TRANSITION RANSITION /T ALL ROOFING UNDERLAYMENT TO BE SELF -ADHERING POLYMER MODIFIED BITUMEN SEE PLAN WAINSCOT/TRANSITION SELF -ADHERING POLYMER MODIFIED BITUMEN �. SHEETTO COMPLY WITH ASTM D 1970 COMPLY WITH ASTM D 1970 SHEET TO C - 2x RIBBON FASTENED BTT 2x RIBBON FASTENED � , BATT �� 2 X 6 W/ 2 DIA. ��- TO FLOOR TRUSSES I SULATION REQUIRED GARAGE PRE-ENGINEERED WD TRUSS, 24" O.C. TO FLOOR TRUSSES INSULATION REQUIRED -- PER TRUSS ENGINEER A (SEE PER TRUSS ENGINEER.: AT GARAGE SEE ROUND VENT ,T �� - ENERGY CALCS) INSULATION BLOCK �- ENERGY CALLS 24 O.C. METAL DRIP _ ;PRE ENGINEEREDIVOOD FLOOR TRUSSES , (VERIFY W/ TRUSS 1 II 2 RIGID GYP. BOARD 2X4 SUBFASCIA PRE-ENGINEERED WOOD FLOOR TRUSSES (VERIFY W/ TRUSS....: 1/2 ::RIGID GYP. BOARD. EDGE ENGINEER FOR TRUSS LAYOUT METAL DRIP ENGINEER GINEER FOR TRUSS:, . YOUT) 1X4 FASCIA CEILING INSULATION ( SEE ENERGY CALLS.S DBL. 2x SYP. WD. TOP PLATE 1 2 LI GYPSUM ALLBOARD ON STUDS INSULATION EDGE 1X6 FASCIA CEILING INSULATION (SEE ENERGY CALLS.) .. _ DBL. 2x SYP. WD. TOP PLATE _ 1/21 GYPSUM WALLBOARD ON STUDS 2 X6 RAFTER TAIL �� C, @ 24 0. II 1/Z RIGID GYP. BD. SCHEDULED WINDOW ( WALL EE EN RGY CALCS) E C ) II VENTED SOFFIT W/3 II 1/2 RIGID GYP. BD. SCHEDULED WINDOW W WALL INSULATION SEE ENERGY CALLS ( ) 1 x 4 T & G ,� DBL. 2x SYP. WD. TOP PLATE (SEE FLOOR' PLAN) WINDOW ATTACHMENT DIAM. VENTS @ 48 0. C., TYP. DBL. 2x SYP. WD. (SEE FLOOR PLAN) WINDOW ATTACHMENT BETWEEN ,_ i a _ COMPLIANT WITH'FBC R H ADER SEE FRAMING � ` TOP PLATE COMPLIANT - WITH FBC R HEADER, SEE FRAMING RAFTERS OVERHANG .w- 2x SYP. #2 WD. STUDS; � P N FOR SIZE AND DEPTH 2 X SYP. #2 WD. STUDS PLAN FOR SIZE AND DEPTH @ 16 O.C., TYP. " FINISH MATERIAL @ 16" O.C. TYP. FINISH WALL INSULATION PER ELEVATION REFER TO WALL INSULATION MATERIAL PER (SEE ENERGY CALCS.) ELEV. FOR (SEE ENERGY CALCS.) "r ELEVATION 2x SYP. #2 WD. HEADER IPVERHANG 2x SYP.. #2 WD. HEADER � -SEE SCHEDULE -SEE SCHEDULE SCHEDULED WINDOW SCHEDULED WINDOW SCHEDULED WINDOW SCHEDULED WINDOW SEE FLOOR PLAN SEE FLOOR PLAN ( ) (SEE FLOOR PLAN i. , SEE FLOOR PLAN " 1/2 GYPSUM WALLBOARD ON II 1 2 GYPSUM WALLBOARD ON / „ 1 2 GYPSUM WALLBOARD / ARD ON � II 1/2 GYPSUM WALLBOARD ON EXTERIOR SHEATH ING TO N STUDS W WALL INSULATION (SEE CALLS ( ) EXTERIOR SHEATHING TO STUDS W WALL INSULATION / EERY CALCS) SEE ENERGY CAC ( ) R SHEATHING EXTERIO N STUDS W WALL INSULATION / _ ( SEE ENERGY CALLS ) ERI EXTERIOR SHEATHING TO i STUDS W WALL INSULATION SEE ENERGY CALLS ( ) BE FLUSH WITH THE EDGE BE FLUSH WITH THE EDGE BE FLUSH WITH THE EDGE BE FLUSH WITH THE EDGE € OF THE FOUNDATION 1 4 �� / GAP BETWEEN. FOUNDATION 2x SYP. #2 WD. STUDS „ @ 16 O.C. TYP. OF THE F 'L FOUNDATION, 1 4 _ / GAP BETWEEN FOUNDATION 2x SYP. #2 WD. STUDS II @ 1 6 O.C. TYP. OF THE FOUNDATION 1 4 �I � / GAP BETWEEN FOUNDATION 2x SYP. #2 WD. STUDS II @ 16 O.C., TYP. OF THE FOUNDATION 4 II � 1/ GAP BETWEEN FOUNDATION 2x SYP. #2 WD. STUDS I. @ 16 O.C., TYP. AND SHEATHING 2x P.T. SILL PLATE AND SHEATHING ` 2x P.T. SILL PLATE AND SHEATHING 2x P.T. SILL' PLATE AND SHEATHING 2x P.T. SILL PLATE RESISTANT BARRIER WATER RES FOUNDATION ` CONNECT WALL TO FOUND 0 WATER RESISTANT BARRIER S B I 2 LAYER S RE UIRED ( Q CONNECT WALL TO FOUNDATION WATER RESISTANT NT BARRIER LAYERS RE 2 LA ER REQUIRED) ( Q ) CONNECT WALL TO FOUNDATION WATER RESISTANT BARRIER LAY ERS REQUIRED) I CONNECT WALL T 0 FOUNDATION Q (2 LAYERS REQUIRED) Q E HOUSE -WRAP POLYETHYLENE G DETAI PER FRAMIN LS POLYETHYLENE HOUSE PER FRAMING DETAILS POLYETHYLENE HOUSE WRAP PER FRAMING DETAILS kLYETHYLENEHOUSE WRAP PER FRAMING DETAILS OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQ .EE OR APPROV D E UAL SYSTEM POVIDE CONT. METAL TERMITE Z FLASHING SHIELD UNDER SILL PLATE FLASHING SHIELD UNDER SILL PLATE FLASHING SHIELD UNDER E R SILL PLATE FLASHING SHIELD UNDER SILL PLATE BASE MOULDING —,FINISHED BASE MOULDINGFINISHED FINISHED BASE MOULDING FINISHED BASE MOULDING MAIN FIN. FLOOR - - MAIN FIN. FLOOR ' Ir MAIN FIN. FLOOR II MAIN FIN. FLOOR - �:. ELEV 0 0 �, d _ W _ ELEV 0 0ELEV a LU 0 - . :. LU W WW I > II I, III j p .. I > 0 Q '. d.. % p z 4�A III—III — _ — I 1� 4 CONC SLAB W I / U ~ - ��A - I—) + I — —1 4" CONC SLAB W / U C9 O _ I III—I I — — I Ili - (( I I� 4 CONC SLAB W/ U - U O _ — — — — I I, — 4 CONC SLAB W / 1I — — — VAPOR BARRIER 1 - I I 1 VAPOR BARRIER - d..'� I — I_ VAPOR 0 BARRIER - � - ..., � I — I �. VAPOR BARRIER I d. a III— I- - I I I - ( REFER TO STRUCTURAL Q — — — — REFER TO STRUCTURAL � a — — — I � � . _ I REFER TO STRUCTURAL ,. —11 -- — = REFER TO STRUCTURAL J U — DRAWINGS FOR COARSE COUNT & � U _ _ �� — — � I � I I DRAWINGS FOR - COARSE COUNT & � U _ - - — — — � I ' .4 ' . DRAWINGS FOR _ R - COARSE 0 I � I— C UNT & � U - - -_— — � I �� i - DRAWINGS FOR -COARSE 0 I I— SEC COUNT & F-- W FOOTING SIZE\14 —I .� I I SIZE FOOTING SI — 4 �. I FOOTING SIZE M —1 I FOOTING SIZE I C,!) • • I — (PROVIDED BY I� _ — p Y (PROVIDE 6 _ • _ (PROVIDED BY — _ I PROVIDED BY ( _ — OTHERS _ — — —� —II = OTHERS) _ _ _ _� = OTHERS) _ - OTHERS Q EXTERIOR WALL EXTERIOR WALL WINDOW TWO—STORY WALL SECTION 3 SECTION ON WITH WINDOW TWO—STORY WALL SECTIONSECTIONWITH 07. " _ '_ �� .SCALE. 3/4 1 0 ?7 _ - SCALE. 3/4 - 1 -0 SCALE: 3 / 4 - 1 -0 07 " _ '_ `11 SCALE.. 3/4 - 1 0 TO THE BEST F MT KNOWLEDGE, THE DESIGN DEPICTED ON THIS DRAWING CTlNMES:WTTH THE MUM F MIMMUM BUILDING CODE IN EFFECT AS OF DATE OF CERT MATION BELOW.: AUG 2 8 2017 , 96730 Ova r IA A Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj o ch LU 0 000 Ln 00 N "' .LNo . � a fn U_ c.a L (Lo- U_ x. a �0o'5 Ucs 3 i 00 co LO= E0V ::� N V h %D It 0 01 NCL LL. 27 ._ ", AA L LU LU LIJ L Z W 'Q b Q �.,\ cc .:s LU Q LU U 3 z u� LU ( V vi o , LU Ln 1 F-1 Q Iw E LU O Q L� c.nLo SERIAL NUMBER 1014.1 SET MIRROR 3" FROM _ " SET MIRROR 3" END OF BACK SPLASH MIRROR -VANITY -5 FROM INSIDE CORNER DRYER VENT (TYPICAL) GAS PIPE (TYPICAL) FOR GAS DRYER ONLY " ----—-- — — ------ -= u7 1I-2 I I M = p [ o Fri COUNTERTOPS (D o DRYER VENT (TYPICAL) 36"- HIGH X i = � W GAS PIPE TYPICAL ' in > FOR GAS DRYER ONLY (VANITY-5").MIRROR o Z ii U� " OUTLET BOX I I 1 MIRROR. / 4 DY C:) a DRYER VENT BOX - 0= CENTER SIDEWAYS - ATTACH PER MFR. cn � IN BACKSPLASH � II INSTRUCTIONS D D 1/2RECESS O z w DRYER VENT BOX- o � FOR MIRROR L,,, = ATTACH PER MFR. M a cc�- = 2X4 HALF WALL INSTRUCTIONS Mo 0 cc z _ 2 MIRROR TRIM P.T. SILL PLATE N P.T. SILL PLATE J ❑ 0 oO J c+n C (IF SLAB ON GRADE) (IF SLAB ON GRADE) Uj o CABINET o LU <C z VANITY MIRROR INSTALLATION INSTRUCTIONS: I UJ z ap i- o WITH PEDESTAL W 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. v o = 2. AT BAT IR00MS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE o oz CORNER. MIRROR TRIM WILL NOT BE INSTALLED AT INSIDE CORNERS.) W � , NOTE: BRACKETS REQUIRED IF W >z MORE THAN 10" 3. UPON NSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED COUNTERTOP CANTILEVERS o � BEFORE R MOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE oU., z 12" +/- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. w ¢ 0 r a i DRYER VENT BOX FOR DRYER ONLY W MASTER BATH MIRROR W� D TRIM DETAIL NT _1KITCHEN HALF WA L DETAIL INT z 3 pGW z V ¢ _INT -1 D8 SCALE: 2" 1'-0" (INT -1) D8 w a D8 SCALE. 1/2 - 1 -O"( ) / SCALE: 1/2P. = 1P_On (INT -3) W i c~n TELE OR STONE ON 1/2 COMPARE w z ,z HARDI BACKER BOARD MANUFACTURER'S OVER 4" EXT. PLYWOOD DIM OF TUB & 00 o TOLL APPROVED TILE BACKER (REFER ON 2X4 FRAMING. PUMP LOCATION LU U_ Q TO CONTRACT SPECIFICATIONS) c.l) cc L ~ w z vi NOTE: 0 SCALE: 3/4" = 1'-0" (FR -33) z "' o NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXACT SIZE AND SHAPE VAIRES BY MODEL AS �, z SHOWER ELEVATION `= w �-' BE USED IN LIEU OF CERAMIC WHEN MARBLE/; WELL AS PLU BINE ACCESORIES. REFER TO ' min W o � � o MARBLE OPTIONS ARE SELECTED. ARCHITECTURAL PLANS BY MODEL. ky P LU 3".U)WU)�rR J p o ¢ LU s INT -4 SHOWER CX CURB O N FRAMED FLOOR INT 5 TA N DA R L7 SHOWER SHELF LOCATION END POST TIED INTO FLOOR INT -4 DH INT -5 JOIST BELOW EXTEND TO �8 SCALE: 3 4" = 1'-0" ( ) CALF. 1/2 -- 1 D ( ) 'L c� cc w / BOTTOM' OF FLOOR JOISTS, '��` C) :> u., END POST TO PENETRATE SUBFLOOR. z , � o FACE NAIL END POST TO >- o BLOCKING. o a Lm o 2x BLOCKING BETWEEN LU cn = o FLOOR TRUSS AGAINST z z z W / wQ END POST. J / / W Cn Q (n WT / Z W o zo SUB FLOOR. w z w / LU / z 0 W ~ W P Ci �` / J, / LU En ' "'NAILS(TYP) w o z FLOOR TRUSS. <C / ED / ,a z / (D M w UiLLJ = r0 �tnoCW c LU z=z W (n W�ccao I M vozma_ U) ui Fj cc):HALF WALL TIE—IN DETAIL W m W Q o o D8 N.T.S. FR -34 a V i- 0 Z TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON TNIS' DRAWING COMPLIES WITN THE APPLICABLE MINIMUM BUILDING a WALL TILE F ' W RE ER TO FLOOR PLAN, o -� a m °G`" 2X BLOCKING BETWEEN ARIES BY MODEL 20 ao o cc STUDS (3 WALLS) Ova A Manuel Gonzalez, AIA AR 96730 0 v LU VINYL LINER (3 WALLS) EXTENDED 5" z g o Sang-Yub Lee, PE CORNER SHELF 72328 V U_ m UP WALLS cc 0 o rn Uj ..i o z cn ¢ O 100 /o SILICONE SEALANT BETWEEN w m FLOOR W L :>i TILE N U)cr- Uj U., TILE BACKER AND WET'BED 0LU Citi' C) E N E M uj � 1A Z °C a U CL LU t/1L 2" SHOWER DRAIN , 0 m << W FLOOR TILE 2 2X4 TH SHOLD U_ w 000 ...E a 0 0 FL0 N. a. Jko < o to cp LU LL. cn u- U)..•.. 0 .• -• - •. .••: y, .. .... .. L E A DOOR ,. TIL T W J� o THRESHOLD LLJ CL ADJUSTABLE GAUGE COAT WETBED PLAN flef Uj LU Q o z SHOWER DRAIN LINER SET IN SEALANT LU _ Ea 2" SHOWER DRAIN FLANGE OVER ROOFING FELT Uj a Q Q � z ~ w z vi NOTE: 0 SCALE: 3/4" = 1'-0" (FR -33) z "' o NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXACT SIZE AND SHAPE VAIRES BY MODEL AS �, z SHOWER ELEVATION `= w �-' BE USED IN LIEU OF CERAMIC WHEN MARBLE/; WELL AS PLU BINE ACCESORIES. REFER TO ' min W o � � o MARBLE OPTIONS ARE SELECTED. ARCHITECTURAL PLANS BY MODEL. ky P LU 3".U)WU)�rR J p o ¢ LU s INT -4 SHOWER CX CURB O N FRAMED FLOOR INT 5 TA N DA R L7 SHOWER SHELF LOCATION END POST TIED INTO FLOOR INT -4 DH INT -5 JOIST BELOW EXTEND TO �8 SCALE: 3 4" = 1'-0" ( ) CALF. 1/2 -- 1 D ( ) 'L c� cc w / BOTTOM' OF FLOOR JOISTS, '��` C) :> u., END POST TO PENETRATE SUBFLOOR. z , � o FACE NAIL END POST TO >- o BLOCKING. o a Lm o 2x BLOCKING BETWEEN LU cn = o FLOOR TRUSS AGAINST z z z W / wQ END POST. J / / W Cn Q (n WT / Z W o zo SUB FLOOR. w z w / LU / z 0 W ~ W P Ci �` / J, / LU En ' "'NAILS(TYP) w o z FLOOR TRUSS. <C / ED / ,a z / (D M w UiLLJ = r0 �tnoCW c LU z=z W (n W�ccao I M vozma_ U) ui Fj cc):HALF WALL TIE—IN DETAIL W m W Q o o D8 N.T.S. FR -34 a V i- 0 Z TO THE BEST OF MY KNOWLEDGE, THE DESIGN DEPICTED ON TNIS' DRAWING COMPLIES WITN THE APPLICABLE MINIMUM BUILDING CODE IN EFW .AS OF DATE OF CERTIFICATION BELOW. F ' 967 20 Ova A Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 Uj o rn Uj ..i ,r-1 00 0 W L N U)cr- Uj >r`, 2: Citi' C) E N E M uj � 1A Z U CL LU t/1L 0 �,'o co C 0 00 (1)� 000 ...E d' In N U Jko < o to cp L LLJ Uj i- flef Uj LU I LU Uj a Q Q � z Q � CDz LU LU 0 LL__ W fV W ri' 3 J Ui o CIA2 i t 3 J i 06 W Q `Z 0iron ? Q (-, r UJ zUJ LLJ LL3 Lo p RIA NUMBER 1014.1