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1799 ATLANTIC BEACH DR - ARCH. DWG'Sa oC z Q W J C? W n CL o Z W Q J W GOD n Uj n o z �z 0 0 -> i W Z Quo W W O n w- a C, f- jE OC W z V (n a W 0 w � Z � O cl W � Z <t cc n n 0 LU u - J =o c� cc 1 9 LIZ LLJ O O —r v C CO o z oc v Q o a noc,n z W Ce zW m ,-,zn W � _ � o >; W mzz J 0 J 0 F'W to QGC J U Ujn a ow cc 0 W m U �ocn LIWz z En o U Q =En �wz � op CD W . J OG W Q D z= � W cn W C:> cn -j W z, W cc Q aC W z C'o� W 0 O tJJ z w I C4 �N W Q j Z W E � n m a oc z n�L•o Ln a i Wz= (-+ J (nFJ W (n Q W = Z aoEn En U) rn z ac ca W Z, W C) �. n tu ano= tV-+ W(— o�LLJI� ABBREVIATION LIST Ab rev. Description Abb reV.D DescriptiontIn A brev. Description tI on NUMBER F.P. FIREPLACE. PT. D. L POINT LOAD GARAGE(s) AND FRT. FRONT PWD. POWDER EARTH EQUAL Q FT. FEET PL W. PLYWOOD @ ' AT FTG. FOOTING A3. NFLOOR FRA A/C AIR CONDITIQNLNG F.Q.M. OF MASONRY ONRY R RISER ABV. ABOVE � 'FACE RA RETURN AIR ADJ. ADJUSTABLE GAL GALLON RAD. RADIUS A.F. ABOVEFLOOR G.A. GAUGE REF. REFRIGERATOR A.F.F. ABOVE FINISHED FLOOR GD--` ` GARAGE DOOR R EINF. REINFORCING AHUAIR HANDLING UNIT GFI GROUND FAULT INTERRUPTER RM. ROOM ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD R D. _Q REQUIRED ULTIMATE DESIGN WIND SPEED 130 MPH STANDARD -NOTE S & DETAILS :.� DTIONr .(2014) R R & SH ROD & SHELF B.B.QBARBECUE NOM ED 1 01 MPH H HIGH R.W.C. RAIN WATER CHANNEL L BD. BOARD HB 0 E . H S BIBg PRESSURE COEF.. B.F.F. R BELOW FINISHED FLOOR HD. HDR. / HEADER SF ' S . FT. / Q SQUARE FEET Q BO TT. BOTTOM HGT. HT. / HEIGHT SGL SING LE BR. BRICK HORIZ. HORIZONTAL SHT. SHEET BKFST. BREAKFAST FEMA RULES & REGULATIONS U RE LATI NS TRA. SH. SHELF 20 - N LOA [1S ASC 7 10. MINIMUM. DESIG... E INSUL INSULATION SHWR. SHOWER C ALC . CALCULATIONS I INT. INTERIOR SL. SLIDER 28 CONTROL JOINT I.L.O. IN LIEU OF SPECS SPECIFICATIONS CL CENTER LINE f r M _ SCL . ,. ` SFP,F. SPRUCE PINE FIR CLG CEILING KS KNEE SPACE "`RT: SPRING POINT CMU CONCRETE MASONRY UNIT: 39 REN. ; STANDARD C.O. CLEAN OUT `. L LONG STI:: 1- COL. COLUMN LAV LAVATORY :�STOR. STORAGE COMP. COMPRESSOR LDRY LAUNDRY - PBC. CONC. CONCRETE LIN LINEN .. ,\ � T-_ TOP .CONT. CONTINUOUS LT T U LAUNDRY TUB _T & TONGUE & GROOVE o TEMP,_' D TH C u ; .. DB. DOOR BELL ` M.B. MAS TER BATH I<. T . - H _ DBL. DOUBLE MAX MAXIMUM T.O. TOP OF ``- -DR. & SH. `.DOUBLE ROD &SHELF M.0 MEDICINE CABINET T. .B.B. T.O.B.B. F BOND.... TOP 0 0 BEAM DECO. DECORATIVE MFR. 'MANUFACTURER l� TR. TREAD DET. DETAIL MIL. MILLIMETER TRAN. TRANSOM DIA. DIAMETER MIN. MINIMUM TYP. TYPICAL DIM. DIMENSION MIRK. MIRROR DN DOWN MLDG. MOLDING MO U C UNDER COUN T ER DR. DOOR M.P.H._ MILES PER HOUR U.N.O. UNLESS NOTED OTHERWISE DS. _ T 0 NSPOU D W MT METAL THRESHOLD D.S.S. DENSE SELECT STRUCTURE V.B. VAPOR BARRIER DW DISHWASHER, T N..S NOT TO SCALE VERT E VERTICAL DWG. DRAWING V.T.R. ENT THROUGH ROOF R 0 O.A. OVERALL E EGRESS O.C. ON CENTER W WIDE E.E. EACH END O.H. OVERHEAD W/ WITH E.W.EACH WAY OPT. OPTION(AL) W.C. WATER CLOSET_ EL. ELEVATION 0 PNG. OPE OPENING N D. WOOD LE E C ELECTRICAL OS B ORIENTED STRAND BOA RD ORI E W : WIND 0 W SNCL. .ENCLOSURE.. PED. PEDISTAL SINK W.I=C. r WALK-IN C CLOSET ENG. ENGINEERED POLY WP GFI WATERPROOF FI EQUIP Q EQUIPMENT P.S.F. 'POLYVINYL P R SQUARE POUNDS E FOOT W.W.M. WELDED WIRE MESH EXT. EXTERIOR P.S.I. INCH POUNDS PER SQUARE ' W.W.F. WELDED WIRE FABRICRIC FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER FLR. FLOOR P.R. POWDER ROOM FND. FOUNDATION P.T. IPRESSURE TREATED GRAPHICS LEGEND - DETAIL t � DETAIL k DRA VING # DRAWING # 4_� DET IL# DE19L# DRAWING # � � / DRAWING # .,� CEI NG HEIGHT CHANGE CENTER LINE SPANISH TILE Ilk ELE ATION MARKER SHAKE SIDING.`. SLA3 RECESS SIDING SQUARE COTES AREA CALCULATIONS _ F FIRST FLOOR6$ 2 4 TOTAL LIVING AREA �O. FT. GN1 COVERED ENTRY E N 4 0 COVERED LANAI 357 5 GARAGE(s) 6012 TOTAL3683 Q. FT. ° LIT OF DRAWINGS 0 FRA 4E BEARING WALL BRICK COVER SHEET - Index of Drawings 9 GN1 INTERIOR NOBEARING WALL 0 STUCCO FINISH FOUNDATION PLAN CMLI MASONRY WALL = EARTH F DATION PLAN, NOTES, SCHEDULES, &DETAILS R 9673 , GABLE LE END WALL INS LATION FIRST FLOOR PLA RS L N A3. NFLOOR FRA EDKNEEW A LL AR; 96730 DECORATIVE STONE Javier Hernandez, AIA EXTERIOR ELEVATIONS 0 DROPPED SOFFIT � PRE=CAST LINTEL/ HEADER EL REAM &SIDE ENATION &ROOF SLOPE :PLAN , A5. 2 DESIGN CRITERIA ,:. ; _ T F �T RY. FIRS FLOOR 0 RAE M SINGLE FAMILY RESIDENCE:- EN S D CL=� P ROU R G 3 A7.62 IBUILDING SECTIONS DIFFUSED ;LAYOUT U NG TYP E BUILDING . V. B IFIRST FLOOR DIFFUSER LAYOUT a� ul ,4,/ I 'a YRI K CATfGO R II N E1.62 BASED ON FLORIDA UILDING CODE WINDDESIG . 0N.• -10 ASCE r STAND A S EDITION 2014 D3 '" TA1DARD NOTES & DETAILS LL. V _Ilet tA D7 TANDARD NOTES & DETAILS SIDENTIAL ULTIMATE DESIGN WIND SPEED 130 MPH STANDARD -NOTE S & DETAILS :.� DTIONr .(2014) R Ooh, 0 F.B.C. 5TH EDITION ' r x K.. NOM ED 1 01 MPH - A R. i FULL NAME F.B.C.5TH EDITION 2014 P BIN UM G EXPOSURE. B 03 B.C. CONSERVATION TIO C PRESSURE COEF.. +-18/-.18 .18 -. 18 .VIE. PRO. PROVINCIAL F.B.C.5TH EDITION 2014 F _ EL GAS R EFLOOR ' FOR WINDOWS D00 S SE CHATEAU9 0 VER CES IBILITY S ;, PLA FOR ACTUAL PR SURES. NES ITV. CLA. CLASSIC F.B.C.5T EDITION 2014 A H N 18 NATIONAL ELECTRIC CODE 2 T C D 11 FPA 70 N FEMA RULES & REGULATIONS U RE LATI NS TRA. TRADITIONAL N.F.P.A. 1012014 20 - N LOA [1S ASC 7 10. MINIMUM. DESIG... E COUNTRY MANOR THIS DRAINING AN IT IS I DESIGN IS VALID FOR 12 MONTHS AFTER THE SIGNED DATEli HERITAGE 22 AND SEALED OR WHILE CURRENT CODE IS VALID -Y¢ CIMMARON g 28 p; MISSION 30 CFT. CRAFTSMAN LU f r M _ ° LIT OF DRAWINGS , L ATION S ELEVATION C1 COVER SHEET - Index of Drawings 9 GN1 GE .RAL NOTES FOUNDATION PLAN A1.62 UT A1.N F DATION PLAN, NOTES, SCHEDULES, &DETAILS R 9673 , FL PLAN O FIRST FLOOR PLA RS L N A3. NFLOOR PLAN NOTES, SCHEDULES, & DETAILS AR; 96730 Javier Hernandez, AIA EXTERIOR ELEVATIONS .62 FRONT & SIDE ELEVATIONS San-Yub A "� .62 5� EL REAM &SIDE ENATION &ROOF SLOPE :PLAN , A5. 2 EXTERIOR ELEVATION` DETAILS BUIL G S D S ECTI0 N N A7.62 IBUILDING SECTIONS DIFFUSED ;LAYOUT O ON r-1 ao M1.62 IFIRST FLOOR DIFFUSER LAYOUT a� ul ,4,/ I 'a ELE RI L LAYOU CT CA N E1.62 JFIRST FLOOR ELECTRICAL LAYOUT cc O rn : > *-� 0 - o0 s r STAND A S OTES & DETAILS D3 '" TA1DARD NOTES & DETAILS LL. V _Ilet tA D7 TANDARD NOTES & DETAILS D8 STANDARD -NOTE S & DETAILS -j Ooh, 0 HOU.: TI N ABBREVIATIONS - VA O - A R. i FULL NAME ELEV. CODE MAN. MANOR 03 WIL. - WILLIAMSBURG 07 PRO. PROVINCIAL 08 CHA. CHATEAU9 0 VER VERSAILLES 10 CLA. CLASSIC 18 MED. ' MEDITERRANEAN 19 TRA. TRADITIONAL 20 COU. COUNTRY MANOR 21 HER. HERITAGE 22 CMN.j CIMMARON g 28 MSN. MISSION 30 CFT. CRAFTSMAN LU 31' SCL . COLO SPANISH IAL P N 32 BOR.N BORDEAUX 33 BRO. BROUGHAM J 39 REN. RENAISSANCE " CA 40 VIE. VIENNA 41 TUS TUSCAN 44 CLS. - CALAIS 46 ITV.'- ITALIAN VILLA N Uj 58 PBC. PALM BEACH 80 CRB. CARIBBEAN z 81 CST. COASTAL O 82 w o W W G7 U U W co U TO THE SOTOF MY KNOWLEDGE, THE DESIGN DEFICIID ON THIS ' DRAWN COMPLIES WrMTHE APPL10 BMINIMUM.BUILDING on 91 EFFECT AS OF DATE OF CEMFICA71ON BELOW. August 31, 2017 FL °« R 9673 , & fi O A Manuel Gonzalez, AIA AR; 96730 Javier Hernandez, AIA AR 98.560 San-Yub 9 Lee, PE 72328 0 O Ltd . d O ON r-1 ao a� ul ,4,/ I 'a in N cc O rn : > *-� 0 - o0 r N O W LL. V _Ilet tA m LL's a -j Ooh, 0 LU tr v L C 0 0 no -j N � w L_ I Q E o0 o _ E inn O fV 1 to C) Itm to CL ro g L LU LLJ LU LU Q L LU HU J t LU CA L# LLJ V) C) ZLU z oc W m N Uj ua W z U) W O w o LLI a c Uj LU c� i i UJI Iw ..: LU l� UUJIL LU LU ca LLJ0 to U Uj LERIAL NUMBER 1014.0 si L 0 c.� ra a� cs. 0 L a. ao H v z LL- O Z z O ¢ � U) ,cn oC z cn i... W 0 F-- cw°uO W Oo..w Z oo, DC J OW J LL. O p F— w o 0- 9< � z O w ¢ Lu z m (-- uj O n Lu O O z = H 17.-z 4 0 W GG O � z0 wC w O G o�z O v W Q W_ui V ¢ w O a w U)w oc z W z z W o � � W J z .Q O C>- 9- W O a J m V pC ,.•, ui Cl cn oc V z ¢ � o - O O cn zW ¢ � nG m o z vi Lu LL. i=- Lu CL- OW GG Z _jQ -J J ¢ O LL- 0 0 GC U O to W ►-1 Q°�� a' wok 4 = m OV OU)0O Q f Z mCWDw J J w¢cn �Q 0_j W En O c/) Lu =;5 jE :5 U) an L9 W Lu z O U) p Z U '_ cn O�LuU) _z v LU mM 02a- cG z p<IC>OO C] Lu (5 U) P-4 W a0(=Z 1 cwcvi�c`-n GC W z W 0 0 v = � o c` ©LU= •--+ w F- Z C) W PL .-. W F=-- O Z C) E 'izoz CL. --Zp % Z W Op Q cn�Luz Lu x Lu Lu W 00 Zw Lu a Lu v cn F— Q Z w Z IL ML 0 n zuj rss _~ -O F— cn tiul c 6O oc 0 W en LL ►-+zJ1 .Z J` LL 0 O C ILD �. 2—M Lu DOORS &.WINDOWS Lu PLUMBING NOTES GENERAL NOTES IRE AN OUT IDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE ALL BEDROOMS REQUIRE S Q SERIAL NUMBER ` WITH HE FLORIDA BUILDING CODE: PLUMBING AND E DESIGNED INACCORDANCE H T THESE PLANS AR GN RESPONSIBILITY TO DETERMINE POS L RES N . IS THE SUB CONTRA CTORS SOLE 1 1T PROCEDURE MINE ERECTION PRO A 20 INCHES' WIDTH' 24 INCHES IN E F TOOLS AND PROVIDING: A CLEAR OPENING OF NOT LESS THAN , USE 0 NIA ` RESIDENTIAL E T L TY OFTHE BUILDING A AND SEQUENCE ENCE TO INSURE THE SAFE DIT COMPONENT PA RTS HEIGHTHT &5.7SQ FT.. INAREA . THE BOTTOM OF THE . OPENINGSHALLL NOTBE MORE THAN4 4 OFF THE OUNTED 26 ABOVE ALL HOSE BIBS SHALL BEFURNISHED W BACK FLOW PREVENTERS AND BE'MOUNTED FLOOR AND NO PART OF THE 0PERATING MECHANISM SHALL BE PLACED HIGHER THAN 4 A.F.F. GRADE. DURING ERECTION. THIS INCLUDES BUT IS NOT LIMITED T THE 0F WINDOWS GREATER THAN 72"ABOVE FINISHED RAD SHALL HAVETHEWI DOW ILL HEIGHT WHATEVER TEM PORARY BRACING, GUYS OR TIE -DOWNS MAY E NECESSARY. RY. B GREATER THAN 24 OR PROVIDE APPROVEDFALL PREVENTION DEVICE PER R616.2. DRAWINGS ARE DIAGRAMMATIC, D 0N T SCALE FOR THELOCATION OF FIXTURES PIPING, EQ UIPMENT,ETC. AT 0 NE AR THE SILL. - W SHALL BE R THE OPERATING MECHAN S S fOR SINGLE HUNG WINDOWS RATIN MECHANISMS S 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. / Q SHOWER WER HEAD R HEAD AT MASTER BATH SHALL BE 7-4' HEIGHT OF SHOWS L� �� HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL: BE 6 -10 AT, B AND LASS WITHIN 24 INCHES OF ANY DOOR SLIDING GLASS DOORS ALL G LAZING TU ALL GLASS , A SHOWER ENCLOSURES AND WINDOWS LESS THAN 0 ABOVESTAIR LANDINGS OR TREADS SHALL BE GENERAL NOTES TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2014 FBC 2411.1.2 ALL WORK. SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES RULES, REGULATIONS AND STRUCTURAL DESIGN CRITERIA SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH ; RESTRICTIONS HAVING JDRISDICON ON THIS PROJECT. LIVE LOA S ROOF 20 PSF (REDUCIBLE) 40 PSFF SOLID DOORS NOT LESS INCHES (35 MM) THICKNESS SOLID OR HONEYCOMB CORE CONTRACTORSHALL VERIFY DIMENSIONS,PRIOR TO CONSTRUCTION. THE ARCHITECT S AlL E RESIDENTIAL FLOOR, UNLESS OTHERWISE NDICAT D PSF S. STEEL DOORS NOTLE5 THAN INCHES MM)THI K, OR 20 MINUTE FIRE RATED DO R s_ ON FROM PLANSPRIORTO CONSTRUCTION. NOTIFIED OF ANY DEVIAN BALCONIES/DECKS WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING, FTT WINDOW OR DOOR SIZES,PRESSURE , . ST AIRS 40 PSF " n i WITH 1 4 DIA. x 3 1 2 TAPCON SCREWS 6 SECURED TO THE MASONRY WI TREATED 2x8 STUDS MAY BE SECU E / / L NOT B SCALED. DRAWINGS SHAL E ED STORAGE ATTIC WITHOUT S A 10 PSF n PRIOR A L BE NAILED TO 4 MEMBERS SHLRI FROM 'EACH END AND'12" C C. ADDITIONAL FRAMING ME B/ F0 2 / BC R7, <, .3 AND R616., INSTALL SOFFITS PER R 0 1 STORAGE ATTIC WITH S A 20 PSF 30 PSF n WS OF 10d NAI T 10 C C. 2 RQ NAILS'AT REQUIRED). SEE ROOF PLAN FOR STANDARD GUTTER LOCATIONS(AS ATTICS 30 PSF' BORNE DEBRIS R WIND B CION E PING ROOMS SLEEPING EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING. CODE ,Y CONCRETE CONCRETE UNLESS OTHERWISE INDICATEDDILATED 3000 PSI ITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI -DADS SHALLBE PROTECTED OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (HOA). THE NOA SHALL DEFINE THE STRENGTH MINIMJM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE ; 0 28 RAYS APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TC ASTM A185 PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. ALL REINFORCING BARS AS TM A615-60 60,000 PSI ALI_ STIRRUPS AND TIES - 000 PSI ASTM A615 60 60 GYPSUM WALLBOARD' POLYPROPYLENE FIBS RS FOR SLABS ON G MINIMUM 1.5 LB S. OF DE' MIN ,_ n u' n n ALL 'ARD ON A E 1 2 NO AG GYP. BOARD ON ALL CEILINGS. PRO VIDE 5 8 TYPE X GYP. BO PROVIO / S / R CUBIC YARD FIBERS PE C B GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GA RAGE SHALL BE SEPARATED FROM THE - WEIGHT UNITS CONCRETE ASTM C40 01, STANDARD - n n _ 0 PSI m ..1500 PSI MORTAR TYRE. S .180 S n RESIDENCE AND IT ATTIC AREA BY NO LESS THAN 1 2 GYP. BOARD APPLIED T 0 THE GARAGE SIDE. RES E S A / MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS INSPECTION ASONRY NS IS REQUIRED _ . Q UNITS. DURING CONSTRUCTION:: ABOVE FINISHED FLOOR. HARD BACKER TOBE USED AT ALL SHOWER AND TUB LOCATIONS UP TO 8 S IE B STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS ST . D 7 XX ELECTRODES ALL BOLTS WELDS: E 0 EEL A36 36,000 PSI, U.N.O SHOP AND FIELD N CONCRETE: ASTM A36 OR ASTM A-307 STI C R I HALL HAVE WALLS UNDER -STAIR SURFACE AND ANY ENCLOSED ACCESSIBLE SPACE UNDER STA RS S ,, TEL. STEEL: SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INC H GYPSUM BOARD. :BEAMS RAFTERS JOIST, PLATES. U.N.O. WOOD .� o /o M.C. 0.'2 SOUTHERN YELLOW PINE (19 ) x ` FLAMING: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR, or OSB _ FLOOR SHEATHING. T&G A C GROUP 1 AP . _ _ WALL SHEATHING. : PLYWOOD C C/C D, E RATED 48 24 ( / ) ERIOR OR OSB GLASS�LOCK i AT 20 DAYS MORTA, TO HAVE COMPRESSIVE STRENGTH. TYPE S , - 1800 p , VERSA LAM BEAM. Fb2900 PSI (2.0E ) EXPA ON STRIPS TO BE PLACED PER MFG. SPECS. GLASSLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS..: WOOD COLUMNS: PARALLAM 2.0E U.N.O. ROOF SIGN LOADS: WOOD R DE • SHINGLE ROOF: TILE ROOF: 20 PSF 20 PSF I I IDENTIFICATI � N BU LD II 0 BUILDINGS N SUCH APPRO� NUMBERS OR:r ° DRESSES BE PLACED ON ALL NEW AND BU GSI C TRUSSES. TOP CHORD LIVE LOAD. 10 PSF 20 PSF POS TI x AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM. THE STREET OR ROAD FRONTING THE " �. TOP CHORD DEAD LOAD: 4" TALL AND 1 2" THICK AND CONTRAST WITH PROPER . SAID NUMBERS SHALL BE A MININUM OF T L / BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF THEIR KGROUND. TOTAL: 40 PSF 50 PSF STUCC WIND UPLIFT RESISTANCE: 10 PSF 10 PSF ALL E OR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT STUCCO SEE DRAWINGS FO R SPECIAL CONCENTRA ED LOADS. DESIGN FOR NEW WIND FINISH R HIGH RIB PAPER BACK METAL LATH OR -VINYL PANEL OVER STRUCTURAL UPLIFT AS PER SPECIFIED CODES, DEDUCTING P..F. DEAD MAXIMUM 0 5 S A MA F PLYW00_ PANELS. LOAD, BUT NOT EXCEEDING ACTALDEA LOAD. CONTRA OR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. WOOD FLOOR . DESIGN LOADS: OUTDO KITCHENS ` TRUSSES: BEAD LOAD: 20 PSF ALL CON UCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. x LIVE LOAD: 40 PSF 60 PSF CMU ,;LIG' STEEL GAUGE FRAMING OR OTHER MATERIAL Q ERMINED AS NON-COMBUSTIBLE BY THE t IN THE CONSTRUCTION'S PRIVACY WA ABUTTING EXTERIOR (SHALL BE USED s- TOTAL: FK RES , (OOKTOPS. '' I - _ GRILLS .. -ANCHORAGE FOUNDATION/SITE PREPARATION: METAL AND WIRE LATH: x" 1, ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. _ v.. IL BEARD ABLE S 0 R _ DESIGNED F ANALLOWABLE FOOTINGS WERE DE _ E .A PRESSURE 0 F2500 PS F G PR , _, ,, HALL CTO SUPPORTS S Lt . MFNTS FOR SECURING METAL LATH WIRE LATH :AND WIRE FABRIC HALL BE SECURED TO SUPPORTS AND B ' APART AND SIDE LAPSSHALL ... , ,. FOOTING EXCAVATIONS AND SLA B SUBGRADE SHALL BE COMPACTED A DRY :DENSITY. _ TO , . P . T MORE THAN 6 INCHES ,B� LAS N , ; - - - o OF LEAST 98 /o OF THE MODIFIED PROCTOR DR 0 E DETERMINER IN D NSiTY, = HE INTERVALS. T BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES ERVA LS. „L - ` _. _ �. .._ ACCORDANCE WITH ASTM D 1557. TREAT ALL SOIL FOR TER ITE PROTECTION. 3. AL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THEEQUIVALENT ,. NOF AT LEAST s INCH AND OFGALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION / s a ER RETAIN THE SERVICES OF AN INDEPENDE u T GEOTECHNICAL ENGINEER BENT O TO ENGAGE NOT LESS THAN THREE`STRANDS OF LATH. METAL AND WIRE LA H SHALL BE .� TO VER FUL COMPLETION OF SITE PREPARAT ION FFORTS. LOCATIONS ATTAC TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. n li GAO,°; GALVANIZED OR BLUED' NAILS li�Z INCHES LONG HAVING A HEAD NOT LESS THAN ;4ry, , .. .,, FAILING TO MEETTHE� ENGINEER'S REQUIRE ENTS SHALL BE RECOMPACTED ,BARBED 3 / INCINCH; DIAMETER. , y AND RETESTED AT THE CONTRACTOR'S" ��;.,., , I , ED BY THE ENGINEER. CERTIFICATION THAT THE MINIMUM DESIGN BEA 3. WRITTEN._.- fi-. _ _. ,. is l �. MIRRO MIRROR' BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MA BY THE GEOTECH. EN H.V.A.C.` TES THESE P ARE DESIGNED IN ACCORDANCE THE FLORIDA BUILDING CODE. TERMT [E SPECIFICATIONS MECHANI RESIDENTIAL, AND ENERGY CONSERVATION MOUNT A THERMOSTATS AT +4'-0" ABOVE FLOOR. SECTION R318 PROTECTION AGAINST TERMITES TERMITE PROTECTION SHALL BE PROVIDED BY REGISTER DTE RMITICIDES INCLUDING SOIL APPLIED ALL INTE & EXTERIOR MOUNTED H.V.A.C.- EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE PESTICIDES BAITING SYSTEMS, AND PESTICIDES APPLIE TO WOOD, OR OTHER APPROVED METHODS WHERE S WN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V.A.C. OF TERMITE PROTECTION LABELED FOR USE A PREVEN TI E TREATMENT TO NEW CONSTRUCTION (SEE CONTRA ~ SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. E TERMITICIDE . UPON COMPL SECTION 202, REGISTERED ) ON OF THE APPLICATION OF THE TERMITE ELECTRI NOTES A CERTIFICATE OF'COMPLIAN PROTECTIVE TREATMENT,` '.DEPARTMENT BY THE LICENSED PEST CONTROL COMPAN BUILDING E SHALL BE ISSUED TO THE BUILD THAT CONTAINS THE FOLLOWING STATEMENT. THE DW ARE DIAGRAMMATIC & INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. "EHE BUILDING HAS RECEIVED A COMPLETE TREATMENT OR T HE PREVENTION OF SUBTERRANEAN ANY DIS ANCIES ON.T HE DOCUMENTS SHALL BE CALLED TOTHE ARCHITECTS ATTENTION PRIOR I ACCORDANCE WITH RULES TERMITES. TREATMENT ISN AND LAWS ESTABLISHED- BY THE FLORIDA TO THE` MENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." ALL WO BE DONE IN ACCORDANCEWITH THE LATEST EDITION OF THE NATIONAL ELECTRI CODE & ALL CODES, REGULATIONS &.RESTRICTIONS HAVING JURISDICTIONS. NOTE; 1) METHOD OF TREATMENT SHALL BE APPROVED BY LIQ HE GOVERNING JURISDICTION UID BORATE GROUND T CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED OR BORA-CARE" PRODUCT METHODS MUST BED ERMINED AT PERMIT STAGE AND PRODUCT E HALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES:` OUTD00 IN BATHROOMS, & GARAGES S . APPROVAL DATA MUST BE ON FILE WITH THE BUIL ING DEPARTMENT. N M N RIDE DETECTORS> HALL BE HARD WIRED 110 VOLT TYPE TO SMOKER CARBO 0 0 S 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT R DRILLED THAT EXPOSES UNTREATED _ HALL NOT BE CONNECTED TO NON SW KITCHEN OR BATHROOM LIGHTING CIRCUIT AND S ARE REQUIRED TO BE FIELD PORTIONS OF WOOD Q REATED TO PREVENT INSECT INFESTATION. FAULT CIRCO: INTERRUPTER. SMOKE AND CARBON MONOXIDE THE L0 OF A GROUND U IT A TEST BUTTON WITH DETECT SHALL BE PROVIDED'W/VISIBLE "POWER ON INDICATOR" AND OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F.' P SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED.` BATTERY MUL ALL ELE CAL SWITCHES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED ANDA MIN. OF 6" FROM E OF OPENINGS. ALL WAL ACLES SHAH BE 12-A.F.F. UNLESS OTHERWISE NOTED. ALL HAB AREAS MUSTBE CIRCUITED WITH,,AN ARC -FAULT INTERRUPTER PER NEC 210.12 y CONTRA SHALL VERIFY WITH THE LOCAL POKIER COMPANY, THE LOCATION OF SERVICE AND SHALL LO METER AND RIMNEL AS REQUIRED. RS A , ; i KERS W E .MENT MANUFACTURER SPECIFICATIONS. VERIFY;A , Np BREA / Q!�! ALL EXTE OUTLETSARE BE A MINIMUM OFQ' A.F.F. _ IN EVERY FAMILY ROM DINING ROOM NG ROOM PARLOR, LIBRARY, DEN SUNROOM BEDROO ON ROTI ATHROOM GA BASEMEN, LAUNDRY AND OUTDOOR AREA 'ALL `BE CD 125 -VOLT AND 20- AMPS RECEPTACLES S H LISTED TAMPRESISTANT RECEhZA S. THERE A EXCEPTIONS. r. 0 f c F, ,v x , W _ Ali, n. . .. ..� .. '. rte. s > r ILD �. 2—M Lu Lu SERIAL NUMBER ` 1014.1 To THE BWW My _ KNOWLEDGE, THE DESIGN DEPicrED ON THIS S -": 0 QpgPIIESWrTHTHEAPFUGNMMINDWMBOIlDING IN VWAS:OfDATEOFCEIXIIPICATIONBEM. August 31, 2017 OC b k � } a 967 AR O A M W Gonzalez, AIA AR 96730 Jar Hernandez, AIA AR 98560 Sang-Yub Lee, PE 72328 ,.q 00 4 060 > � CL AMi,— UJ U L� kD Z a � 15 O C 00 an E0� .J CL < N U r\ .a t0 O "0 twoN 0 LU ce- LU �—E 0-11 LLJ Uj i LU Ii LU <LLJ --J i 1�! rn (ce�'ar CL 1-4 Uj LLJ4f� f }ui� J tri N W C W G 00 O j e LU cri 'L'qL�Ap LLJ LLJ. €¥ C**4 { i l E C) 2—W-: C) roc. 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SPECIFICATIONS PRIOR OR T0 MIRING 0R RECESSING C SSING DOOR SILLS 3 it EXTERIOR L L .....E SLABS SHA SLOPE' 1/8 PER P FOOT AWA Y FROM 0 USE PROVIDE 8"X 11/2" RECESS AT SLAB 4 P ERIMETERcTYP., U.N.O. ALL FOOTINGS SHALL BE MINIMUM OF 1211 BEL. W GRADE INDICATES DOOR OPENING W.W.M.=.PLA ED I C N UPPER 1/3 OF `,LAB OR F ER� S � ME ,H / I S REINF. PER PLAN 1 8 (MIN.) SAWCUT x / ) 1/4 OF c SLAB THICKNESS SEE FOUNDATION PLAN FOR LOCATION A w w g L I — IT -1 I 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. August 31, 2017 F - 9 3 Y � R 9673 0 A, Manuel Gonzalez AIA AR "95730 Javier Hernandez AIA AR 98560 n Yub Lee, PE .a -_ 9 72328 ui O 01 w -j O a% rq - 00 _ 4 CD ':3 Uj < �t CA N cc ��^ "z >_ rq C. 's_NO V E -j Q M 0 � LIJ -- t� -%-,d _j L J f0 11.. 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EFIECI'A5. RT1Fl ON LO August 31, 2017 a oto 9673 ' e �! A uel Gonz lez A a AIA AR96730 1, r Hernandez, AIA AR 98560 rng-Yub Lee, PE 72328 f i.#..1 O ON W Qp1 00 L +-J 00 WCC 0 i +-I Q •�Nv q 1_ . DMu- L CL -jN Lu V) 4 -p a-+ 70 O�Q U t: CE) a L 00 Ln 4 Ep06F V mir` cV V -j ko C) �o- ol":tQ N LL - I ce I uj (40 Lu Lu 2m UJ Lu Lu Lu z W W N J ;Q N r\ (n Qw w o 1 1 � : , L ERI "NSE 1014.0 TO TN OF MY .:..... KNOWLEDGE, THE DESIGNED IC7ED ON THIS BUILDING . DRA COMPliESWITH. _.. THE APPLICABLE MINIMUM M MEET' ;,,. �... OF DATE MMFICATION BELOW. August 31 201 7 _ w a p p LU August 31, 2017 `..: p jC� - a Uj V 0 W m W V - J Il R. 97 TO TH' BB. OF MY MWZ THE OM DEM7EO ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CQ®EIPEPWAS,OFDATE OFCERMCATIONBMW. 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SERIAL UE. 1014.0 ,t ff t DE Q V 0 -n - s L. cn RESISTIVE BARRIER N WEATHER RESISTIVE BARRIER ` ... ........... UJ r TIE-IN WITH WEATHER RESISTIVEBARRIER: EXTERIOR H G OR SHEAT a� 9673 , , r Q5 SILL PAN fl. RESISTIVE WEATHER RES S . IN TEGRA TE INSTALLATION OF WE I FOLD WEATHER RESISTIVE 1 FLASHIN T0 BE FLEXIBLE .. SELF ADHESIVE TYPE Muel Gonzalez, AIA E' BARRI ER WITH ELASH.I G_TO FORM WATER SHEDDING LAPS FOLD WEATHERR HEAD FLASHING T.IN ALLY FASTEN AS MECHANICALLY WEATHER FOLD UP WEATHER BARRIER BACK OVER HEAD' m 2. SCORE &FOLD WEATHER RESISTIVE BARRIER ABOVE RESISTIVE BARRIER& TEMPORARILY SEC RE ISTRUCTIONS _ .IE_ NECESSARY INCORNERS RESISTIVE THROUGH FLASHING G BARRIER RESISTIVE BARRIER & TEMPORARILY SECURE Oc� HEADER TO ALLOWFOR FLASHING INSTALLATION ION 1 O CUT FOLD P &T MPORARILY 0 rn ui..4...... v ui CA oc W 4. INSTALL HEAD FLASHING UNDERWEATHER RESISTIVE _.... NOTES 1. FLASHING TO BE FL XIBLE SELF - AD: jTYPeMIN. 6 WIDE SECURE WEATHER RESISTIVE BARRIR ABOVE `HEADER TO ER WEATHER EXTERIOR r6f p�"� - ' �... w cl- BARRIER Lu ALLOWW FOR FLASHING E RESISTIVE SHEATHING W U- zQ 0 z z B 5.FOLD WEATHER RESISTIVE BARRIER BACK HEAD R ST VE BARRIER TAPE W THE R S EAL EA E _I I F LASHING AND S WITH W FATHER 2 INSTALLATION INSTALL HEAD FLASHING U R BARRIER TAPE SILL PAN o -En cc -n - s L. cn RESISTIVE BARRIER N WEATHER RESISTIVE BARRIER ` ... ........... UJ r uoOc U) W Q 9673 , .....,. r Q5 SILL PAN Q ILUBLE 3 FOLD WEATHER RESISTIVE 1 FLASHIN T0 BE FLEXIBLE .. SELF ADHESIVE TYPE Muel Gonzalez, AIA cc........... J W Z FLASHING ..4....... ... ..... .. CONFORMING M 6 WIDE). 0 MING TO AA 771-07 _} N MA Hernandez, AIA BARRIER BACK OVER HEAD' o w x 4 ...:• FLASHING ........_ 2. REMOVE WEATHER RESISTIVE BARRIER FROM P 0F :. 72328 .cy Q .......... .. FLASHING AND SEAL WITH TAPE 0 rn ui..4...... v ui CA oc W _.... NOTES 1. 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ALP PER L E LAN WALL PER PLAN _ _ .......:. .... ui y �FS s I GG O_ z w ao d . _ -:: SE NO TE #2 RAIN,DRIP REGLET Lu o J —! d iEXTERIOR R .. . Q_ U- wJ G WALLSHEATHING N O�'° R EXT E co1-•1 WITH 0I W0o WIUD _.. v 0 RESISTIVE BARRIER i� ac ch , �, .. .:.. 0CD. UJ rn -0:.. cc , f- a. 0 z 0 W 04 NOTES.,......NOTE: _ .,._ _ WIDE _.. VE TYPE MIN. 6 � . LE SELF-ADHESIVE HESI 1. FLASHING TO BE F XIB D I : <. n .: 07 CONFORMING T0AAM A 711- TFIS DETAILL ONLY APPLIES AT EXTERIOR _ , ',Lu Lu o CD MR S THAT HAVE d IMMEDIATE OVERHA 2. INSTALL SILL FLASHING AS SHOWN ABOVE,--� E THEM AND DOORS THAT HAVE A SECOND GSN W z ,m oA w J�s� STORY I. WATER SHEDDING LAPS S WALL ACOVE THEM 3. WEATHER RESISTIVE BARRIER TO FORM W E C]G w d Q D _ >. 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LnV ^` W 4" 1 '� [ j Z uj cs► It N N V_j as o o1 4 M > 00 o D_ b- E IdJ N � oz LUJ lie ...J ra ( a o o0 4)a 0 LJJ to Q 0 L C 00 co a)Ln _ z EQ, p N cx. V .1o `° I t' ON N a " 0 Lur Lu Lu I LLA uj Lu �,,... Lu . ; .._:_I Lu 4 ui J C) co I Lu _ Lu co1-•1 i� 0CD. rn 04 LuLUi 1' ',Lu Lu Lu SERIAL NUMBER 1014.1 ROOFIN P NT G PER CO RACT.( CONTRACTOR TO PROVIDE O PRODUCT APPROVAL FOR ROOFIN SY_T E MON A.E.A. RATED SHEATHING RING PER PLAN S. ALLFI ROO NG UNDERLAYMENT TO BE SELF- , . -RING POLYMER MODIFIED DI IED.: BITUMEN E SHEET O COMPLY WITH ASTM 1970 _. SEE PLAN PRE-ENGINEERED WD TRUSS, 24" O.C. 2x SILL PLATE L Q INSULATION BLOCK - SEE PLAN FOR STRAP ALUM . . WRAPPED 2x WORD FASCIA IA NAILED TO TRUSS TAILS Rl,! ALS W (2 n a 1 Q.C. —� � (� A - METAL DRIP o. Co - 0 2 I- W --"'4 I ED EINSULATIONC ILING _ y >_ a SEE.ENERGY CA LLS. <, SOF IT D V F W. LEVEL RETURNS WhIEN 1./2 RIGID GYP. BD. ar, f- STUCCO ITS ARE DBL. 2x SYP. WD .: REQUIRED u O 2x SYP. #2 WD. STUDS i w z wL 16 O.C. 'TYP. TYPE' YP :OF FOOTING .; E EXTERI RWALL COATS ON GAL V. o z z o SELF FURRING E REFER TO RIN FELT WALL INSULATION ev z cn w METAL EL EV. SEE ENERGY CALLS. )BACK 1 D i 1 11 ,� _ SCALE: 3/4 1 0 C:) Pg Lu 2xSYP. #2 WD. HEADER ,f. STU CC FFIT SPECIFICATION KATION. cn w D a LIC PAPER THE W R K LA v= ALL ROOFING UNDERLAYMENT TO BEW ocora z CONTINUOUS VENTING NAILED — SCHEDULED WINDOW- O W J J U- SEE FLOOR PLAN ) x STUCCO FINISH J a .SELF- MING t OLYMER MODIFIED BITUMEN ADHE � COMPLIANT W FBC-R o z __jwC 2x SYP. #2 STUD @ 16 W Z co O O.C., TYP. _. ON G V. LF FURRING SE w W .� PAPER EA TA T COED METAL H _ WALL INSULATION a O Z z �c EXTERIOR STRUCTURAL SEE ENERGY CALCS o � o W CONNECT WALL PER FRAMING DETAILS SEE PLAN En w z a :-o w w O INSULATION BL T_ Div . ,r a, a PRE-ENGINEERED W ' D -= OO FLOOR.:...:_ 4 waC� 25 F-_ FOR STRAP SEE PLAN F w TRUSSES W (VERIFY _ FY . ( .. / -p 1:4 uJ z v cn P ,2x ...:ALUM. WRAP... ., . O ENGINEER FOR TR LAYOUT ..u. ) W ac � z WOOS w N LED W = o - >-. z TO TRTJ� TAILS / 2 O Q W a O 16a @ 24" O.C. W J �zQ , c=9�oc �� METAL DRIP>, O V m ��� wOZ< 17C v I/211 GYPSUM ______ EDGE �� ----- ----- ac ce 0 Cl O as CEILING INSULATION SEE ENERGY CALCS. D Y . TOP PLATE BL 2x SYP. WD O Q�cWC WALLBOARD ON STUDS W/ WALL INSULATION Wu - V W z 1.. z (SEE 'ENERGY CALCS SOFFIT, WOOD LE ,: L 7:Lu 7: 1/2 RIGID GYP. BD. SCHEDULED WINDOi( W m Q J S FLOOR PLAN STUCCO SOFFITS ARE E- U- U) C:> DBL. 2x SYP. WD. o , ... REQUIRED � ' Q Opp TOP PLATE r � - CCFJ WITH FBC R Oz H ENDER , SEE FRAMING � ui o I— o En 0Wz(n 2x SYP. #2 WD. STUDS zU)0z PLAN FOR' AN D D DEPTH MIN. 7/8' STUCCQc(3 @ 16" O.C., TYP. w¢p�1 COATS) ON GALV:' SELF FURRING FELT REFER TO w En W En WALL INSULATION a U Juj ruz BACKED METAL LA�Ii . ELEVFO SEE ENERGY CALCS. ( ) ��ocaa - t� oc w z VERHAN o� O W =e 9Zuu), y IT STUCCO SOFFIT ECIFICATION: ��wcn -SEE SCHEDULE U) w a w 0 FzW �z co A CONTINUOUS VE,_ NG NAILED TO TRUSS TAILS:;., ND A TYPICAL owo ->- v " U) < zz=a W (n L>Cw=� SCHEDULED WINDOW w© En oCvi cCwz oQ•.,w (SEE FLOOR PLAN) a (SEE FLOOR PLAN) 0 Vd w c`3(nui = EXTERIORSHEATHING TO S G � z0 a a BE FLUSH WITH T EDGE w 1-- cn z zoz E :5z o .Enz o; zQ OF THE FOUNDATION, 1/4 GAP BETWEEN FOINDATION Ln f"at zwO EtoZ- ilk SEE ENERGY`CALCS ( ) - it � OF THE FOUNDATION, 1/4 x(SEE � W "Q f uj 0 AND SHEATHING - _ 2x SYP. #2 WD. STUDS GAP A BETWEEN FOUNDATION AND THING w - APPLY A LIGHT C0 OF a En UJ Etw� @ 16" O.C. TYP. APPLY A LIGHT COAT OF s. 2x SYP. #2 WD. STUDS 11 @ 16 O.C. TYP: CEMENTITIOUS C NG TO ?o m CE ENTITIOUS COATING TO L W (�z= dl ulQ LIC FI &HON .COMB LL VOIDS S (_ 0uWLyaW b-4zJ 2x P.T. SILL PLATE FILL VMDSI &HONEYCOMBS -. }� JzJ�', OOw Svc--© 2x P.T. SILL PLATE a WATER RESISTANT ER WATER RESISTANT BARRIER ROOFIN P NT G PER CO RACT.( CONTRACTOR TO PROVIDE O PRODUCT APPROVAL FOR ROOFIN SY_T E MON A.E.A. RATED SHEATHING RING PER PLAN S. ALLFI ROO NG UNDERLAYMENT TO BE SELF- , . -RING POLYMER MODIFIED DI IED.: BITUMEN E SHEET O COMPLY WITH ASTM 1970 _. SEE PLAN ELEV 00 _ PRE-ENGINEERED WD TRUSS, 24" O.C. 2x SILL PLATE Mv ELEV 0'-0" INSULATION BLOCK FINISHED BASE MOULDING SEE PLAN FOR STRAP ALUM . . WRAPPED 2x WORD FASCIA IA NAILED TO TRUSS TAILS Rl,! ALS W (2 n 1 Q.C. —� � (� A - METAL DRIP (2 LAYERS REQUIRED): PAPER I- W --"'4 I ED EINSULATIONC ILING _ y CONTINUOUS VENTED TI US E D SEE.ENERGY CA LLS. <, SOF IT D V F W. LEVEL RETURNS WhIEN 1./2 RIGID GYP. BD. 11 3/4 THK. T&G SUBFLOOR FLOOR GLUED NAI ED & L STUCCO ITS ARE DBL. 2x SYP. WD .: REQUIRED TOP PLATE 2x SYP. #2 WD. STUDS 7 MIN. 8 TU 3 STUCCO CCO ( 16 O.C. 'TYP. TYPE' YP :OF FOOTING .; E EXTERI RWALL COATS ON GAL V. TYPE OF FOOTING SELF FURRING E REFER TO RIN FELT WALL INSULATION SECTION, METAL EL EV. SEE ENERGY CALLS. )BACK 1 D i 1 11 ,� _ SCALE: 3/4 1 0 OVERHAN 2xSYP. #2 WD. HEADER ,f. STU CC FFIT SPECIFICATION KATION. SEESCHEDULE ` PAPER THE W R K LA v= ALL ROOFING UNDERLAYMENT TO BEW CONTINUOUS VENTING NAILED — SCHEDULED WINDOW- TO TRUSS TAILSN A TYPICAL A D C SEE FLOOR PLAN ) x STUCCO FINISH WINDOW 0 ATTACHM NT .SELF- MING t OLYMER MODIFIED BITUMEN ADHE � COMPLIANT W FBC-R 2x SYP. #2 STUD @ 16 MIN. 7/8" STUCCO3 COATS) ) O.C., TYP. _. ON G V. LF FURRING SE .� PAPER EA TA T COED METAL H _ WALL INSULATION EXTERIOR STRUCTURAL SEE ENERGY CALCS SHEATHING PER PLAN/SPECS — CONNECT WALL PER FRAMING DETAILS ELEV 00 _ - 2x SILL PLATE Mv ELEV 0'-0" FINISHED BASE MOULDING u -4LLJ oo WAT ER RESISTANT BARRIER 11 3 4 GYPCRETE OPTIONAL —� � (� A - f I- 4 CONC SLAB W/ VAPOR B. ARRIER - (2 LAYERS REQUIRED): PAPER I- W --"'4 I � TOP OF 411 CONC SLAB W/ VAPOR BARRIER R C RA T ROOFING PER CT (CONTRACTOR TO BACKED METAL LATHE & POLYETt�YLENE HOUSE WRAP ... 11 3/4 THK. T&G SUBFLOOR FLOOR GLUED NAI ED & L PROVIDE PRI APPROVAL FOR ROOFING OR Ate, UAL SYSTEM Q E. TRUSS A.P.. RATED SHEATHINGP R SYSTEM) " E .SEM ON ' TYPE' YP :OF FOOTING .; E EXTERI RWALL TYPE OF FOOTING SECTI0 WITH z ODV �WO ST,LL SECTION, PLAN SPECS. • .-. ,: — SCA 4 LE 3/ 1. 0 1 D i 1 11 ,� _ SCALE: 3/4 1 0 v= ALL ROOFING UNDERLAYMENT TO BEW 2x RIBBON FASTENED TO FLOOR TRUSSES .SELF- MING t OLYMER MODIFIED BITUMEN ADHE � , PER TRUSS ENGINEER Q SHEET TO COMP WITH ASTM D 1970 PRE-ENGINEERED ND TRUSS, 24" O.C. SEE PLAN INSULATION BL T_ Div . ,r a, PRE-ENGINEERED W ' D -= OO FLOOR.:...:_ 4 BATT INSULATION REQUIRED FOR STRAP SEE PLAN F TRUSSES W (VERIFY _ FY . ( .. / AT GARAGE SEE P ,2x ...:ALUM. WRAP... ., ENGINEER FOR TR LAYOUT ..u. ) ENERGY CAL E CS) WOOS w N LED TO TRTJ� TAILS / 2 O 1/2 RIGID GYP. BOARD 16a @ 24" O.C. METAL DRIP>, ��� I/211 GYPSUM ______ EDGE �� ----- ----- CEILING INSULATION SEE ENERGY CALCS. D Y . TOP PLATE BL 2x SYP. WD O WALLBOARD ON STUDS W/ WALL INSULATION CONTINUOUS VEN D (SEE 'ENERGY CALCS SOFFIT, WOOD LE ,: L 1/2 RIGID GYP. BD. SCHEDULED WINDOi( RETURNS WHEN S FLOOR PLAN STUCCO SOFFITS ARE DBL. 2x SYP. WD. � W ATTACHMENT REQUIRED � ' Q TOP PLATE r � - CCFJ WITH FBC R H ENDER , SEE FRAMING 2x SYP. #2 WD. STUDS PLAN FOR' AN D D DEPTH MIN. 7/8' STUCCQc(3 @ 16" O.C., TYP. COATS) ON GALV:' SELF FURRING FELT REFER TO WALL INSULATION BACKED METAL LA�Ii . ELEVFO SEE ENERGY CALCS. ( ) - VERHAN 2x SYP; #2 WD. HEADER IT STUCCO SOFFIT ECIFICATION: -SEE SCHEDULE PAPER BACK E W CONTINUOUS VE,_ NG NAILED TO TRUSS TAILS:;., ND A TYPICAL SCHEDULED WINDOW SCHEDULED WINDOW STUCCO FINISH _ (SEE FLOOR PLAN) (SEE FLOOR PLAN) HEAT NG TO .EXTERIORS .: 11 1,2 GYPSUM WALLBOARD ON EXTERIORSHEATHING TO S G � ►1 1/2 GYPSUM WALLBOARD ON BE FLUSH WITH T EDGE STUDS W WALL INSULATION / BE FLUSH WITH THE EDGE STUDS S W/ WALL INSULATION OF THE FOUNDATION, 1/4 GAP BETWEEN FOINDATION SEE ENERGY`CALCS ( ) - it � OF THE FOUNDATION, 1/4 x(SEE ENERGY CAL CS) AND SHEATHING - _ 2x SYP. #2 WD. STUDS GAP A BETWEEN FOUNDATION AND THING APPLY A LIGHT C0 OF @ 16" O.C. TYP. APPLY A LIGHT COAT OF s. 2x SYP. #2 WD. STUDS 11 @ 16 O.C. TYP: CEMENTITIOUS C NG TO CE ENTITIOUS COATING TO L FI &HON .COMB LL VOIDS S 2x P.T. SILL PLATE FILL VMDSI &HONEYCOMBS 2x P.T. SILL PLATE WATER RESISTANT ER WATER RESISTANT BARRIER 2 LAYERS REQUIR : PAPER (CONNECT CONNECT WALL TO FOUNDATION (2 LAYERS REQUIRED):PAPER WALL TO FOUNDATION ' BACKED METAL LA & POLYETHYLENE HO E WRAP PER FRAMING DETAIL S BACK `METAL LAT & PER FRAMING DETAILS OR APPROVED EQ SYSTEM Q ._ PROVIDE CONT. METAL TERMITE PO YETHYLEK HOUSE WRAP OR APPOMD EQUAL SYSTEM Q PROVIDE CONT. METAL TERMITE WEEP SCREED SHIELD UNDER SILL PLATE SHIELD UNDER SILL PLATE FINISHED BASE MOULDING WEEP SCREED FINISHED BASE MOULDING Ah MAIN FL '%aMAIN FLOOR 1 - - G ELEV 00 _ - a Mv ELEV 0'-0" -4LLJ oo _ E —� � (� A - f I- 4 CONC SLAB W/ VAPOR B. ARRIER - Z X N I- W --"'4 I � _ 411 CONC SLAB W/ VAPOR BARRIER ... E— SEE FOUNDATION PLAN FOR SIZE AND SEE FOUNDATION_ PLAN FOR SIZE AND ' TYPE' YP :OF FOOTING .; E EXTERI RWALL TYPE OF FOOTING SECTI0 WITH z ODV �WO ST,LL SECTION, • .-. ,: — SCA 4 LE 3/ 1. 0 1 D i 1 11 ,� _ SCALE: 3/4 1 0 d' .. SET MIRROR 3 FROM SET MIRROR >3 END C FF BACK SPLASH MIRROR=V NITY -5 i FROM INSIDE CORNER. DRYER VENT (TYPICAL) GAS PIPE(TYPICAL) a o' FOR GAS DRYER ONLY L M M Fri 0 DRYER VENT (TYPICAL) Ix Q °w° GAS PIPE (TYPICAL) M � o GAS DRYER ONLY Q 1/4" MIRROR DRYER VENT Z z BOX - CENTER SIDEWAS ATTACH PER MFR. �cc1.4 C:) I BACKSP INSTR I cn N LAS UCT ONS cn oc H DO 1 2 RECESS.. O z w - DRYER ENT B 0 �.. D V BOX - E] R R 0 MIRROR W IaC F 0 ATTACH PER MFR. cn O t� WcZ1. o �o _ _ INSTRUCTIONSac 2X4 ALFWALL m O PT. SILL PLATE _ P .. SILL PLATE OW J 1:1 2iM RROR TRIM � LL. /IT (IF SLAB RADE(IF SLAON'. GRADE) W O CABINET a. , z 0J W Q R INSTALLATION VANITY MIRRO IN TA CATION INSTRUCTIONS. _ W CG F— o WITH PEDESTAL W T T W CLIPS TO HOLD E 1. MIRROR 0 GLUE ALL AND SET WITH REMOVABLE SECURELY I v IRR BE D 0 EM ECU N PLACE. O, w D _ BUTT MIRRORS NOTE. . AT THROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS,ORS TIGHT AT INSIDE F 2 R ZCORNS (MIRROR TRIM WILLN0TBEINSTALLEDATINS DECORNERS. 1. DRYER VENT BOX TO HAVE "KNOCK OUTSF 0 TOP, /con 0 0 W oc NOTE: BRACKETS REQUIRED IF BOTTOMOR REAR VENTLOCATIONS. 0 LIPS VERIFY MIRROR IS GLUEDWz COUNTERTOP CANTILEVERS MORETHAN10r 3 UP0 INSTALLATION OF WOOD TRIM REMOVE REMOVABLE >O W wOcn : BEFORE _REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2: DRY ER VENT AND GAS PIP E SIZES AN D MA XIM RNERS. LENGTHS PER MANUFACT R SSPECIF SPECIFICATIONS. M TOP OF BACK SPLASHAND INSIDE WALL C M D: 2, / o ac z LU 0 E --p c� 4 OOD T LrINT-2T HMI R W TR L AIA E AT RRO IM DET L L W D _M_ _R � _ I EN HA F AL KITCH ERVETBOX, _ w rINT-i� ::....: _ N �Of'�► D RYE R O'N L i oC w D z to (INT - 1) 11 t �� V _ n t n ac INT 1 2 INT-1)tl t II - ` CA 1 1 0: _ SCALE: /_ (INT -3) 3 o SCALE: 1 2 1 0SCALE: 1 2 1 0 r.,,c cct.. WcCz O cn TILE OR STONE ON 1/2" COMPARE W z zw HARD , I l� R aC _ BACER BOARD MANUFACTURERS.:: 3 1! - E-- D OF T V IM UB OVER XT, PLYWOOD oc .� _ / W D v N` P 0 o TOLL APPROVED TILE BACKER REFER 0 �X4 _ IN�G. UMP LOCATION LL. J ( J TO CONTRACT SPECIFICATIONS z a - o I t� ac NOTE: �t3 ui Z En 11 - 1- 11 - A R 33 SCALE: 4 1 0 o 11 E 3 cn 0 c.� 11 / ( ) MARBLE SHELVES WILL z NOTE. 3 4 X 9 RADIUS M EXACT SIZE,AND SHAPE VAIRES BY MODEL AS .w SHOWER W EL O E R EVATI N O CERAMIC WHENPLUMBING USED LIEU OF MARL: WELL AS ACCESORIES. REFER TO w BE USE EI m _z• P w S ARE SELECTED F OPTIONS ARCHITECTURAL PLANS BY MODEL. m MARBLE TILE 0 ARCHL E w a 0 : O z =< cn nw LU cn S ow NT �-5 END POST TIED INTO FLOORw WER vCURB ON FRMED FLCC.INTSTANDARD SHOWER SHELF LOCATION �. C� tiO1 , qC �a_cn>- If 1 _0n (INT -5) JOIST BELOW EXTENDD TOSCALE. 3/4" 11_0t � SCALE./ _1 'L caZ G..W BOTTOM OF FLOOR JOISTS. En og O w END, POST PENETRATE ......E-- _ N z LU c.a cn z 0 W SU FL OR. cn B 0 W p z z � FACE NAIL END POST TO E- u, cC >- BLOCKING. c� m a cc , 04 W . OZ 2x BLOCKING BETWEEN / cn a , z z0 FLOOROR TRUSS AGAINST K .. / Wc�__j / END POST. to M+ J '_ !� , . to Uj Q / z a o SUB FLOOR. / GC to Q_V' GCZ LL!Uj` WUj E� W HW / Z / Y O GIS V3 / \ s .4 / / Y / / C=,/ wQ CL< :� T /f / x\ Z\ �� U.1 ,.. NAILS TYP w z FLOOR TRUSS. z � 00 W QG Q W ' F =3 Q ZE CM Z :s U' Z w W ?a m Z LLi F— Q O OC - - HALF Tw FR 3_ W LL I I4T A TIE -I'll A L DE TA CQ w .. J V < Z J _ D8 _ ._, .S. FR 3 4 0 0 ( ) e i� E— O, -TO ai^ O W WALL TILE AUG 3 11017 Q REFER TO FLOOR PLAN, m o cn _R 2X BLOCKING BETWEEN VARIES BY MODEL a Q o STUDS (3 WALLS) 96`3 O W °C $` VINYL LINER (3 WALLS) EXTENDED 5" %Z J © - CORNER SHELF 0 U_ m A UP WALLS cc o AR 96730 Javier Hernandez, AIA o z Q AR 98560 o - 100% SILICONE SEALANT B, EEN o U_ FLOOR TILE li ui th.i1 TILE BACKER AND WET, BED . ` oi--ui 0 rn tsjMO °G a 2" SHOWER DRAIN - =11p LU FLOOR TILE 2-2X4 THgSHOLD w . > q .L 000 - V E p J �._. Q DSTOP FuiL 0 r,4 a M _ co .. o ... 0 ML_ M U. a JCL <1 ,'a t.0 vi 00 U C00CO cu j2 to TILE AT DOOR Q L 0�r o - _E THRESHOLDui w o o ADJUSTABLE GAUGE COAT WETBED PLAN 6-- p o SHOWER DRAIN LINER SET IN SEALANT N GQ v " 2 SHOWER DRAIN FLANGE OVER ROOFING BELT . ; --- NOTE: �t3 ui Z En 11 - 1- 11 - A R 33 SCALE: 4 1 0 o 11 E 3 cn 0 c.� 11 / ( ) MARBLE SHELVES WILL z NOTE. 3 4 X 9 RADIUS M EXACT SIZE,AND SHAPE VAIRES BY MODEL AS .w SHOWER W EL O E R EVATI N O CERAMIC WHENPLUMBING USED LIEU OF MARL: WELL AS ACCESORIES. REFER TO w BE USE EI m _z• P w S ARE SELECTED F OPTIONS ARCHITECTURAL PLANS BY MODEL. m MARBLE TILE 0 ARCHL E w a 0 : O z =< cn nw LU cn S ow NT �-5 END POST TIED INTO FLOORw WER vCURB ON FRMED FLCC.INTSTANDARD SHOWER SHELF LOCATION �. C� tiO1 , qC �a_cn>- If 1 _0n (INT -5) JOIST BELOW EXTENDD TOSCALE. 3/4" 11_0t � SCALE./ _1 'L caZ G..W BOTTOM OF FLOOR JOISTS. En og O w END, POST PENETRATE ......E-- _ N z LU c.a cn z 0 W SU FL OR. cn B 0 W p z z � FACE NAIL END POST TO E- u, cC >- BLOCKING. c� m a cc , 04 W . OZ 2x BLOCKING BETWEEN / cn a , z z0 FLOOROR TRUSS AGAINST K .. / Wc�__j / END POST. to M+ J '_ !� , . to Uj Q / z a o SUB FLOOR. / GC to Q_V' GCZ LL!Uj` WUj E� W HW / Z / Y O GIS V3 / \ s .4 / / Y / / C=,/ wQ CL< :� T /f / x\ Z\ �� U.1 ,.. NAILS TYP w z FLOOR TRUSS. z � 00 W QG Q W ' F =3 Q ZE CM Z :s U' Z w W ?a m Z LLi F— Q O OC - - HALF Tw FR 3_ W LL I I4T A TIE -I'll A L DE TA CQ w .. J V < Z J _ D8 _ ._, .S. FR 3 4 0 0 ( ) e i� E— O, -TO THE B -: F MYKNOWIEDGE, THE DESIGN DEM ON THIS DRAWING COMPLIES WN THE APPLICE MINIMUM BUIDING TN OF ATE OFMVIFI TIGM. .EFfL{TAS D G1 WW. AUG 3 11017 _R a 96`3 $` 0 A u a Manuel Gonzalez, AIA AR 96730 Javier Hernandez, AIA AR 98560 Sang-yUbL Lee, PE 72328 th.i1 0 rn tsjMO 4 -- v) ^� c • 1A > q .L 000 - V E • -t 0 r,4 a M .. ... 0 ML_ M U. a JCL <1 ,'a t.0 vi 00 U C00CO cu j2 to i L 0�r _E O N t ko 0 0 C� N --- LU 5 L LU LLJ LU LLJ Uj CD �C LU ❑ z` u U_ w L" t En o LU ;2r L I i Lw A co f� O 00 LU • 1— EL SER 1014.1