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1643 ATLANTIC BEACH DR - ARCH. dwgs � f TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEICT®ON THIS DRAWING COMPLIES WLTH THE APPLICABLE MIIMUM BUILDING CODE IN I19W AS OF DATE OF aRTIFIC7ITION BELOW. Y � Jul 26 2016 � V y r N CD OW rir V oc CO 0 OO V 1- R9673 . �v� 0 0 0000 m u- O ED A MANUEL GONZALEZ,AIA AR 96730 � z t Z a (n � O Z a_ � UjUj 0 Ce O w -� U- w o ABBREVIATION LIST GRAPHICS LEGEND SQUARE FOOTAGE NOTES LIST OF DRAWINGS o Ce z PARTIAL SECTION INTERIOR ELEVATION -1 w a rl I n COASTAL ELEVATION 0 M w = m Abbrev. Description Abbrev. Description Abbrev. esc pt o _ DETAIL# - DETAIL# AREA CALCULATIONS S.F. _ a F- O C1 COVER SHEET Index of Drawings w w 0 � ___ DRAWING # ___ DRAWING # � a GN1 GENERAL NOTES o O = # NUMBER F.P. FIREPLACE PT. LD. POINT LOAD FIRST FLOOR 1209 � � `� �' & AND FRT. FRONT PWD. POWDER BUILDING SECTION DETAIL CALL—OUT A EQUAL FT. FEET PLW. PLYWOOD FOUNDATION PLAN O o O Q _ DETAIL# SECOND FLOOR 1753 w s O cc @ AT FTG. FOOTING - _ DETAIL# ( A1.82 FOUNDATION PLAN -NEW M o o A/C AIR CONDITIONING F.O.M. FACE OF MASONRY R RISER ___ _ DRAWING # / DRAWING # TOTAL LIVING AREA 2962 S.F. A1.N FOUNDATION PLAN, NOTES, SCHEDULES, & DETAILS ABV. ABOVE RA RETURN AIR � z L RAD. RADIUS % FLOOR PLAN ED s O AD]. ADJUSTABLE GAL GALLON CEILING HEIGHT CHANGE x A.F. ABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR COVERED ENTRY 102 A2.82 FIRST FLOOR PLAN a 0 W U z A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. REINFORCING CENTER LINE SPANISH TILE A3.82 SECOND FLOOR PLAN a W o GROUND FAULT COVERED LANAI 360 A3.N FLOOR PLAN NOTES, SCHEDULES, & DETAILS w A Ce AHU AIR HANDLING UNIT GFI RM. ROOM z � z ELEVATION.MARKER SHAKE SIDING A w = O INTERRUPTER GARAGE(s) 571 '-' ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING EXTERIOR ELEVATIONS a = >- z SLAB RECESS SIDING a � A z w ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD RQD. REQUIRED BALCONY 98 A5.82 FRONT &SIDE ELEVATIONS ►-N c A5.1.82 REAR & SIDE ELEVATION & ROOF SLOPE PLAN x o R & SH ROD & SHELF FRAME BEARING WALL BRICK '" O u J B.B.Q. BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL A5.2.82 EXTERIOR ELEVATION DETAILS �' a J TOTAL 4093 SQ. FT. � w = zo a BD. BOARD HB HOSE BIBB INTERIOR WALL y STUCCO FINISH NON-BEARING) Ce B.F.F. BELOW FINISHED FLOOR HD. / HDR. HEADER SF/ SQ. FT. SQUARE FEET ( BUILDING SECTIONS U_ a O w BOTT. BOTTOM HGT. / HT. HEIGHT SGL SINGLE CMU MASONRY WALL - _ EARTH A7.82 BUILDING SECTIONS & DETAILS U Co BR. BRICK HORIZ. HORIZONTAL SHT. SHEET z BKFST. BREAKFAST SH. SHELF GABLE END WALL INSULATION DIFFUSER LAYOUT 0 0 INSUL INSULATION SHWR. SHOWER _ M1.82 FIRST FLOOR DIFFUSER LAYOUT FRAMED KNEEWALL DECORATIVE STONE z Uj CALC. CALCULATIONS INT. INTERIOR SL. SLIDER M2.82 SECOND FLOOR DIFUSSER LAYOUT DRAWN BY w C.J. CONTROL JOINT I.L.O. IN LIEU OF SPECS SPECIFICATIONS DROPPED SOFFIT PRE-CAST LINTEL,/ HEADER E.KESSETEBERHAN m CL CENTER LINE S P.F. z o SPRUCE PINE FIR ELECTRICAL LAYOUT cn O z CLG CEILING KS KNEE SPACE SPRG. PT. SPRING POINT E1. 2 FI CHECKED BY "e � a STANDARD DESIGN CRITERIA 8 RST FLOOR ELECTRICAL LAYOUT M GONZALES W - CMU CONCRETE MASONRY UNIT STD. s S D ]SECONDM.E2.82 FLOOR ELECTRICAL LAYOUT p C.O. CLEAN OUT L LONG STL. STEEL � z w - SCALE COL. COLUMN LAV LAVATORY = _STOR. STORAGE TWO STORY. FIRSTFLOOR MASONRY SINGLE FAMILY RESIDENCE. GROUP R3 STANDARD NOTES & DETAILS 22X34 = SCALE AS NOTED O � COMP. COMPRESSOR LDRY LAUNDRY - 4. D3 STANDARD NOTES & DETAILS o = CONC. CONCRETE LIN LINEN T TOP SECONDFLOOR- FRAME BUILDING TYPE: .� V B D7 STANDARD NOTES & DETAILS LU cn p o CONT. CONTINUOUS LT LAUNDRY TUB T&G TONGUE &GROOVE RISK CATEGORY _ II D8 STANDARD NOTES & DETAILS SHEET DATE O TEMP. TEMPERED °; (A DB. DOOR BELL M.B. MASTER BATH THK. THICK DESIGN BASED ONF.B.C. 5TH EDITION (2014) WIND DESIGN BASED ON: ASCE 7-10 03-01-2016 a HOUSE ELEVATION ABBREVIATIONS o DBL. DOUBLE MAX MAXIMUM T.U. TOP OF F.B.C. 5TH EDITION 2014) RESIDENTIAL ULTIMATE.DESIGN WIND SPEED = 130 MPH SHEET REVISION INFO L DR. & SH. DOUBLE ROD &SHELF M.C. MEDICINE CABINET T.O.B.B. TOP OF BOND BEAM F.B.C. 5TH EDITION 2014 MECHANICAL NOMINAL DESIGN WIND SPEED - _ ABBR. FULL NAME ELEV. CODE _ °D DECO. DECORATIVE MFR. MANUFACTURER TR. TREAD ) - 101 MPH MAN.x N MANOR 03 o o DET. DETAIL MIL. MILLIMETER TRAN. TRANSOM F.B.C. 5TH EDITION '2014) PLUMBING EXPOSURE: B WIL. WILLIAMSBURG 07 a W z ? DIA. DIAMETER MIN. MINIMUM TYP. TYPICAL F.B.C. 5TH EDITION 2014) ENERGY ENCLOSED BUI ING INTERNAL + 18 - 18 VILE PRO. PROVINCIAL 08 m m Uj DIM. DIMENSION MIRR. MIRROR CONSERVATION PRESSURE COEF CHAS CHATEAU 09 DN DOWN MLDG. MOLDING UC UNDER COUNTER VER, VERSAILLES LU z o w UNLESS NOTED F.B.C. 5TH EDITION 2014) FUEL GAS FOR WINDOWS/DOORS, SEE FLOOR 10 SET REVISION INFO s (n w W DR. DOOR M.P.H. MILES PER HOUR U.N.O. OTHERWISE X nv. CLASSIC 18 W z a = F.B.C. STH EDITION 2014) ACCESSIBILITY PLAN FOR ACTUAL PRESSURES. - MED. MEDITERRANEAN 19 oc g F- DS. DOWNSPOUT MT METAL THRESHOLD TRA. TRADITIONAL 20 Ln. 3- W m D.S.S. DENSE SELECT STRUCTURE V.B. VAPOR BARRIER NATIONAL ELECTRIC CODE 2011 (NFPA 70) FEMA RULES & REGULATIONS COU. COUNTRY MANOR 21 z O o DW DISHWASHER N.T.S. NOT TO SCALE VERT VERTICAL N.F.P.A. 1012014 ASCE 7-10: MINIMUM DESIGN LOADS HER. HERITAGE 22 g' 3 = DWG. DRAWING V.T.R. VENT THROUGH ROOF !E UCMN. CIMMARON 28 9 w z u' O.A. OVERALL THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED MSN. MISSION 30 SHEET DESCRIPTION � w o E EGRESS O.C. ON CENTER W WIDE AND SEALED OR WHILE CURRENT CODE IS VALID CFT. CRAFTSMAN 31 z E.E. EACH END O.H. OVERHEAD W/ WITH COVER SHEET 1° o E.W. EACH WAY OPT. OPTION AL W.C. WATER CLOSET SCL. SPANISH COLONIAL 32 o a w o EL. ELEVATION OPNG. OPENING WD. WOOD BOR. BORDEAUX 33 c u' ELEC. ELECTRICAL OSB ORIENTED STRAND BOARD WDW. WINDOW BRI. BROUGHAM 39 wCZ? _jz REN. RENAISSANCE 40 W 4 a a ENCL. ENCLOSURE PED. PEDISTAL SINK W.I.C. WALK-IN CLOSET Ce w = ENG. ENGINEERED POLY POLYVINYL WP GFI WATERPROOF GFI VIE. VIENNA 41 TUSCAN 44 PRODUCT LINE Uj _ `�' o POUNDS PER SQUARE CALAIS 4 WELDED WIRE MESH CLS 6 ATLANTIC BEACH HER .o vi( EQUIP EQUIPMENT P.S.F. W.W.M. ITAGE Ce. o z W FOOT ITV. ITALIAN VILLA 58 xy o � EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH W.W.F. WELDED WIRE FABRIC PBC. PALM BEACH 80 Uj o FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBERLu CRB. CARIBBEAN 81 8 w FLR. FLOOR P.R. POWDER ROOM CST. COASTAL 82 ST. JOHN'S CO. o W FND. FOUNDATION P.T. PRESSURE TREATED W ��- LOT/ BLOCK 0008 zpz "- z O z TBI NUMBER 0008 o L; z MODEL z w Q z STONEBROOK f- n. w �[ W W a F— ELEVATION NAME zV ``'' o LLJ z a o COASTAL OFFICE COPY w � U_ C� u;� c.v � z = = z -Uj REVIEWED FOR CODE COMPLIANCE Q SHEET NUMBER W z ` CITY OF ATLANTIC SEACH Z SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS = C1 � w � w REVIEYVED 8Y: I�ATl. l (� O O w 0 CSC SERIAL NUMBER 1014.0 TO THE BESY OF W KNOWLEDGE,THE DESIGN DElq=ON THIS DRAWING CONKIES WITH THE APPUCARE NIN"BUILDING CDDE IN EFFECT AS OF DATE OF CFRT1 CMION BELOW. V GENERAL NOTES DOORS&WINDOWS PLUMBING NOTES CD 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBI TO DETERMINE ERECTION PROCEDURE ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND N USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN RESIDENTIAL AND SEQUENCE TO INSURE THE SAFETY OF THE B ILDING AND ITS COMPONENT PARTS HEIGHT&5.7 SQ. FT.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44"OFF THE �� OF F4 FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54"A.F.F. ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 26 ABOVE CO ` 00° @J w DURING ERECTION. THIS INCLUDES BUT IS NOT MITED TO THE ADDITION OF GRADE. �7 t— WINDOWS GREATER THAN 72" ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT 0 E GREATER THAN 24 OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, �, = p WHATEVER TEMPORARY BRACING,GUYS OR TIE-DOWNS MAY BE NECESSARY. " 0 0° THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL- 40,EQUIPMENT, ETC. 0 0 0 _j WINDOWS INDICATED WITH (E OR(EGRESS)MUST BE MANUFACTURED TO CONFORM TO THE BLDG. SHOWER HEAD 673 V 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" 0 0 Q HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6'-10" �,l' ° 0 ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS,ALL GLAZING AT TUB AND ° .00 00 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 ED A STRUCTURAL DESIGN CRITERIA ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND ,z 0 LIVE LOADS: ROOF 20 PSF (REDUCIBLE) SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. MANUEL GONZALEZ,AIA SOLID WOOD DOORS NOT LESS THAN 1/ INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE AR 96730 [� z RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED 40 PSF STEEL DOORS NOT LESS THAN 1%INCHES (35 MM)THICK, OR 20 MINUTE FIRE-RATED DOORS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.THE ARCHITECT SHALL BE Q 0 BALCONIES/DECKS 40 PSF WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING,TO FIT WINDOW OR DOOR SIZES, PRESSURE NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. c�C STAIRS 40 PSF TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2"TAPCON SCREWS 6" Q _ ATTIC WITHOUT STORAGE 10 PSF FROM EACH END AND 12" C/Cn ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ DRAWINGS SHALL NOT BE SCALED. Lu ce ATTIC WITH STORAGE 20 PSF (2) ROWS OF 10d NAILS AT 10 C/C- INSTALL SOFFITS PER FBCR R703.1.3 AND R616. aW. ce HABITABLE ATTICS 30 PSF SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONSAS REQUIRED). o� ce. °o SLEEPING ROOMS 30 PSF WIND BORNE DEBRIS REGION ( gj O W � EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE v M 0 CONCRETE CONCRETE UNLESS OTHERWISE IP DICATED 3000 PSI SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADS Lu 0 STRENGTH OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE 's z @ 28 DAYS MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE W W 0 ui ¢ IN WELDED WIRE FABRIC SHALL CO FORM TO ASTM A185 APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL N...a w = CO REINFORCING: S M PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. w x E' O 000 PSI ALL REINFORCING BARS ASTM A615-60 60, r Q 0 = ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI GYPSUM WALLBOARD H 8 POLYPROPYLENE FIBERS FOR SLA S ON GRADE MINIMUM 1.5 LBS. OF „ „ p A v, o PROVIDE 1/2 NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8 TYPE X GYP. BOARD ON ALL FIBERS PER CUBIC YARD 0 ■ '4� z GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE W o O CONCRETE ASTM C90-01, STANDARD WEIGHT UNITS, fM=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. S uj ce US z MASONRY CONCRETE GROUT 3000 PSI CON INUOUS MASONRY INSPECTION IS REQUIRED UNITS: DURING CONSTRUCTION pw O HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8'ABOVE FINISHED FLOOR. uu O STRUCTURAL ALL STRUCTURAL AND MISCELLA EOUS STEEL A36 36,000 PSI U.N.O SHOP AND FIELD Ln 7 XX ELE R E ALL B LTS CAST IN CONCRETE: ASTM A36 OR ASTM A-3 7 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS UNDER-STAIR SURFACE AND ANY N� Z STEEL: WELDS: E 0 CT ODS 0 0 , w a 0 SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2"INCH GYPSUM BOARD. x O WOOD BEAMS RAFTERS JOIST PLATES: U.N.O. NO. 2 SOUTHERN YELLOW PINE(19% M.C.) a A u p FRAMING: ROOF DECK: PLYWOOD C-C/C-D, XTERIOR,or OSB UcLL'r� Z '� A 0 Q FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED(48/24) GLASS BLOCK W a Lu a- z WALL SHEATHING: PLYWOOD C-C C-D, EXTERIOR OR OSB MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S- 1800 psi AT 20 DAYS Z A v ui a O VERSA LAM BEAM: Fb = 2900 PSI (2.OE) EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. A d cn U.N.O. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. WOOD COLUMNS: PARALLAM 2.0 W A fi 0.4 "' WOOD ROOF DESIGN LOADS: BUILDING IDENTIFICATION 0 � SHINGLE ROOF. TILE ROOF: ce 0 TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH O UJ 0 TOP CHORD DEAD LOAD: 10 PSF 20 PSF POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE x W N z QPROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4"TALL AND 1/2"THICK AND CONTRAST WITH O a BOTTOM CHORD DEAD LOAD: b O TOTAL: 40 PSF 50 PSF THEIR BACKGROUND. R UND. W STUCCO p Oa WIND UPLIFT RESISTANCE: 10 PSF 10 PSF ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8"THREE COAT STUCCO UJ O SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL ce V z UPLIFT AS PER SPECIFIED CODES DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD PLYWOOD PANELS. a O LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. . CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. . p 0 z w WOOD FLOOR DESIGN LOADS: wDEADTRUSSES: LOAD: 20 PSF m! co KITCHENS z oo LIVE LOAD: 40 PSF ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. DRAWN BY z TOTAL: 60 PSF p z CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR W. GRIFFIN ce v7 Q GRILLS OR COOKTOPS. UJ ce E- CHECKED BY L FOUNDATION/SITE PREPARATION: ANCHORAGE a METAL AND WIRE LATH: _ S. LEE w ca 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. .- p J 1. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE S IL BEARING PRESSURE OF 2,500 PSF, SCALE I— Q 2 ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL 22 X34 = SCALE AS NOTED r'- O W FOOTING EXCAVATIONS AND SLAB SUBGRADE SHAL BE COMPACTED TO A DRY DENSITY E� ..� ED NOT MORE THAN 6 INCHES APART,AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE W OF AT LEAST 98%OF THE MODIFIED PROCTOR MAX MUM DRY DENSITY,DETERMINED IN TIEDEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. _ v, 11X17 - 1/2 NOTED SCALE O_j 5 ACCORDANCE WITH ASTM D-1557.TREAT ALL SOIL OR TERMITE PROTECTION. 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT (n bV OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST Y4 INCH AND W 2.THE OWNER SHALL RETAIN THE SERVICES OF AN IN EPENDENT GEOTECHNICAL ENGINEER BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE SHEET DATE 0 ce- TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. - a°C►. O zFAILING TO MEET THE GEOTECHNICAL ENGINEER'S EQUIREMENTS SHALL BE RECOMPACTED 31 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1Y INCHES LONG HAVING A HEAD NOT LESS THAN = m VO AND RETESTED AT THE CONTRACTOR'S EXPENSE,A D AS DIRECTED BY THE ENGINEER. / INCH IN DIAMETER. ''- SHEET REVISION INFO p ui 0 � 3.WRITTEN CERTIFICATION THAT THE MINIMUM DESI N BEARING CAPACITY,AND THAT THE MIRRORS Q _z COMPACTION REQUIREMENTS HAVE BEEN MET SHAL BE MADE BY THE GEOTECH. ENGINEER. MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. ui z m co ui H.V.A.C. NOTES D •-+ ` THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: uj a in TERMITE SPECIFICATIONS: MECHANICAL,RESIDENTIAL,AND ENERGY CONSERVATION 3-. ( W w SECTION R318 PROTECTION AGAINST TERMITES MOUNT ALL THERMOSTATS AT+4'-0"ABOVE FLOOR. w z 6 TERMITE PROTECTION SHALL BE PROVIDED BY R GISTERED TERMITICIDES, INCLUDING SOIL APPLIED ALL INTERIOR&EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE SET REVISION INFO Q g PESTICIDES, BAITING SYSTEMS,AND PESTICIDE APPLIED TO WOOD, OR OTHER APPROVED METHODS WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES.THE H.V.A.C. a ce m OF TERMITE PROTECTION LABELED FOR USE A P EVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. C7 0 w z SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE z O 0PROTECTIVE TREATMENT, A CERTIFICAT OF CO PLIANCE SHALL BE ISSUED TO THE BUILDING ELECTRICAL NOTES B:: W O DEPARTMENT BY THE LICENSED PEST CONTROL OMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE DWGS. ARE DIAGRAMMATIC&INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. z V "THE BUILDING HAS RECEIVED A COMPLETE TRE TMENT FOR THE PREVENTION OF SUBTERRANEAN ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR u: z TERMITES. TREATMENT IS IN ACCORDANCE WIT RULES AND LAWS ESTABLISHED BY THE FLORIDA TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. Lu p z DEPARTMENT OF AGRICULTURE AND CONSUMER ERVICES." SHEET DESCRIPTION UJ ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL zV E NOTE: ELECTRICAL. CODE&ALL CODES, REGULATIONS&RESTRICTIONS HAVING JURISDICTIONS. �- ui p 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE GROUND-FAULT CIRCUIT PROTECTION' ALL 120V SINGLE PHASE 15&20 AMP OUTLETS INSTALLED GENERAL co ce a- z OR BORA-CARE" PRODUCT METHODS MUS BE DETERMINED AT PERMIT STAGE AND PRODUCT OUTDOORS, IN BATHROOMS, &GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. ul `� W O APPROVAL DATA MUST BE ON FILE WITH T E BUILDING DEPARTMENT. NOTES I a V 2 PRESSURE TREATED LUMBER THAT HAS B EN CUT OR DRILLED THATEXPOSES UNTREATED SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED(110 VOLT TYPE)TO W � � z ) PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO U) P-. _j ¢ THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE w = OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 2 "A.F.F. DETECTORS SHALL BE PROVIDED W/VISIBLE "POWER ON INDICATOR"AND A TEST BUTTON WITH Ce W O - z0 BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. PROJECT NAME oC cl to ALL ELECTRICAL SWITCHES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" a o z z FROM EDGE OF OPENINGS. Lu ALL WALL RECEPTACLES SHALL BE 12"A.F.F. UNLESS OTHERWISE NOTED. o U o W ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 Ln w CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY,THE LOCATION OF SERVICE AND z O = 0 SHALL LOCATE METER AND PANEL AS REQUIRED. Z F- � VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. LOT/BLOCK f= Z z TBI NUMBER z ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30"A.F.F. CL - z p IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN SUNROOM, Q p �j BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTD66R AREA,ALL MODEL �z w Q 125-VOLT, 15 AND 20-AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES, C> p z THERE ARE NO EXCEPTIONS. ce ALL m z t i ui U- za ELEVATION NAME Z V w O ALL a ui N d �= < Lu ui c = zZ ce W m SHEET NUMBER uj 0 � � Q OFFICE COPY au1— � WmV W JZ _1W JOOu.. 0 ERIAL NUMBER 1014.0 TO ThE OW of W KNOWLEDGE,THE DEMGn DEPICTED annus Du►walc 0W=wtni THE APPLICABLE mm�+un eimomc WDE IN ElMr AS OF DATE OF CEFUMTION BUM. Z July 26,2016 N u, OF Fto U W '� 41 �O co 00 E 3. CC cap 0 ; s CJ 0 936 _j F O 0 B t�'�'�b 14R9673 �j A7.82 'r' 0 a a is RE ASG z � 48°X48"X4" CONC. o z PAD 3" ABOVE, MANUE AR 96730EZ,AIA Z „Q 0-4 � 601.011 GRADE. � I 7 Z to w 0 � _ 1.011 541.011 -------- 15 - I 321 W ~O Q=---_----_�__-____ __ c a � 1,_O„ 141_011 71_511 . 51_8 11 p w r-------� ¢ ,,.. 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FUTURE BBQ AREA COL. PAD (TYP OF 4) z Z = 0 0 -0 T.O. VERIFY LOCATION W/ '-3' 3'_011 4'-3" 8" 211 iw � J Q COL, PAD (TYP. OF 2) TOLL PM Ce w = z '-0' 14'-0" 5'-1" 13'-11" PRODUCT LINE CL 00I , 100 o �' n 151.On I 35'_011 541.011 I ATLANTIC BEACH HERITAGE ce Uj 0 691.011 0 = 0 w F ST. JOHN'S CO. Uj g 4 zo = o A7.82 LOT/ BLOCK 0008 zzz � O OFF1 COPY TBI NUMBER 0008 z g oz o.. � � p 0 z MODEL Z w o STONEBROOK Q 0Z ° Q _ a > w 0 z �--LU ELEVATION NAME 03 W z < STEM WALL FOUNDATION ;W Z W o COASTAL W W ce vit=- cv � z Z pPLNOTE: FIELD VERIFY ALL GAS LINE �z Z FOUNDATION N w LOCATIONS PRIOR TO POURING SLAB SHEET NUMBER U) w °° SCALE: 1/4" = 1'-0" COASTAL I= ADDITIONAL NOTES SCHEDULES & DETAILS = A1 .82 w / / z CO " CAN BE FOUND ON THE A1.N SHEET. SERIAL NUMBER 1014.0 Z J � sc� F- 0 Y r .a TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING CDNIPLIES WITH THE APPLICABLE MROW&JILDINGi CODE 91 EFFECT AS OF DATE OF CERT FIrA ION BELOW. SLAB LAYOUT NOTES : C July 26,2016 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS. GG OF F fl�' 000 0000 W 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS _J011 0 '`' 0 o0 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE 0 0 p. a % AR9673 0 o 0 4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. �`� 0 �O .� 0000 00 INDICATES DOOR OPENING FRED A��� Z W MANUEL GONZALEZ,AIA 0 O AR 96730 z Z ¢ oma LU wce �— m W.W.M. PLACED IN UPPER o w J 1/3 OF SLAB OR FIBERMESH W o REINF. PER PLAN €g- � p 1/8 (MIN. M Lu a- z ) SAWCUT x 1/4 OF W = ¢ SLAB THICKNESS SEE a w Co FOUNDATION PLAN FOR LOCATION a ■ o ~ 0 '� H W O A ¢ Z -4- -r -----� N w 8 0 0 ■ >I ho > oE� (n p pWaz x C o SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 a A A oc � Z TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, w z W O ¢ AS CONCRETE ALLOWS WITHOUT RAVELING A A i; c Z a d o - gyp LU Pro O 0 Z ¢ O 1ce SAW CUT D 141,N SCALE 3/4"''=1'-0" a a� oC C) Z a DRAWN BY aLU E.KESSETEBERHAN z m CHECKED BY W _o z M. GONZALES Uj u, SCALE o z W22X34 = SCALE AS NOTED m ¢ > r O� w c=n SHEET DATE p o FRONT WALL OF GARAGE 03-01-2016 J c�c cvnb PROVIDE 1 1 2" D x 4" W -� LU o / SHEET REVISION INFO O 0 g RECESS AT GARAGE DOOR L ---- W o .I m V PROVIDE 41/2 D x 8 W RECESS �- w z (nSLAB RECESS 1) IN SLAB z = oma 41/ Ca z BRICK PAVERS GAR. 'Uj ' LU o J FIN. FLR. GARAGE W ¢ p o Uj FIA VAa ---- -= DOOR SET REVISION INFO 4:V -�- SLAB WZc` � �� I - RECESS < m cc 0° - WALL PER zc. > z a _ PLAN 5.I a (n W s Ill SHEET DESCRIPTION FOUNDATION U)LU Z = Z V 0 U F SCHEDULES AND co ce a p w ¢ > V U NOTES wc� _j Z ceW = = PRODUCT LINE a�; . ATLANTIC BEACH HERITAGE ce Wcn �ZSECTION AT GARAGE DOOR Qb--p Wm S1E:3/4..I, 11 . ST. JOHN'S CO. = D W Z pU_ cn ~ z o = LOT/ BLOCK 0008 Ln z~ � TBI NUMBER 0008 Z 0 z �5zoz z o MODEL r Z_LU STONEBROOK OLn Z � 1— Ce LU � W F— ELEVATION NAME W 0 Z 'x twiz ¢ W W COASTAL O ce W z ¢ SHEET NUMBER U.1 iQW m Uj OFFICE = A1mN COPY o WcoW SERIAL NUMBER 1014.0 v z J o � O 3 TO THE BEST OF W Iar KEDGE,THE DESIGN DEFrCIED ON THIS DRAWIN COMPUES WITH THE AMICABLE PID1111U1r B DING CODE IN EFFECT AS OF DATE OF CEiITffICATION saw. Z July 26,2016 cCOF F(� $' L 000 000 U= ��0003 1— _ � co 00 m '`� � � 0 0 � U ^ AR967 V' 0 0 0000LT rB BRED p�G z „_, A7.82 4' HIGH WALL AT 0 o SERVICE COURT. SEE MANUE AR NZA Z,AIA Z o DETAIL 1 ON SHEET � cn 69.011 A5.2.82 ev z � W LU ce(n LU 0 151.0,1 I 541_011 00 cc z 11-011 141-0117 5 5 8 11 -3 oWA/C COMP-2 Alc COMP-1 o AS LINE FO TANKLESS I U.1 z DESIGNER GAS GAS WATER 00 Im W = m FIREPLACE FIREPLACE I HEATER w �- ......................... ..... ............. _ 1V - o 0 ; c — A H B 0 0 - O I cv <C ZZH N E-+ ■ O Q Q Z _ Q' g o0 Uj PROVIDE 7 x N J X. W p _ _ RECESSED _ __ __ __ 96" x 30" RECESS ;-------------------- $ o � Cuo � �- A � 7 T � AIR HANDLER I ( FOR AHU rr x z w o E- I I IN CLG. I r o - - - - - - - - 6 I I I I _� 1 6 O X , V I 1 r, I I r rr I I rr l 1 r r n I I ,, I a' 0 7 -3 5 -0 71-3111 3 -10 0 0 6 -6 21 -6 1 a n A UcW/� a �o I I aa. HU ' w A Wo A I I I I I I W I I I z a W ce z _ "' I I I I I I c~n to I I I I wl A A L J I a - - - - - - 1 1J-- -- ---L1-- - - - C 1 r=tet I of i 2 0.4 �' A z w T° -- - � �-- -- -- -�-�--- -- A7.8 111_811 41_411 I 101� ��I Cal _ o 0 t- A I I I ( I I ( SLOPE I i \\ i i o 1 0 0 O O � p O i� 1 = I - -- -- J I \� I ON of c a ® N LL J I ( I I CL I I ,-1 til N I z - - - - - - - - co ��\\ ; �j Q c� o cc 101.011 I I I I •-1 I 5 - \� 1 o r1 I I I I I _ o LINEN L __J 91 o U = HB 9 4 1 I I `° - 22 X 54" 01 I I I CLOS U TWO-CAR U °° 5 ATTIC 0 _-- -- 6" ACCESS WI GARAGE 0 < o ( _ T T- -T T - I --- -_,--��_ 1 1_1 �i 101_011 CLG. I I I I I I -- 4 DRAWN BY . ......... ......... .... ce o :' FLAT SOFFIT rr I M ( ------ (o I I I E.KESSETEBERHAN F-i W Z o I GREAT ROOM I I I ,� 4 POWDER V IL m I. I -- ---------------- t " r " I ------- _ I I I ': 1 1 -4 TO 1001 1 9 �, _ CHECKED BY z o I I BOX BEAM TO TYP. I ROOM -------------------- o C) z o I I I ICOFFERED CLGI I ------ MT _ - cn a I r I I AK STAI _ 9-0 CLG. _ M. GONZALES GC fV I I CO�,WIDTH I I ( I - N N W r W d' I I s -- - a. - SCALE � 00- � � I I �--- — — -- - -� _ L u_ 21_811 r 31_5" z co > , , 7 T T T I , I _ 22X34 SCALE AS NOTED __ CONI, _ 41_3" 8n 141_1" E-- a ' ' I I I I d- -- HAND RAIL W i i 3 MT I I I I I ( I --- 36" ABV. 1 I I 0 o A i- i - - - 1 - �. 1- I _ __ OWING °° - W - - - - - A SHEET DATE �— r rr 1 11 1 rr cn A7.82 03-01-2016 -j -0 A7.82 1 1 3-1 1 110 -8 I I 5 - UP 14-6 MT I I V 91! LINE OF COVERED =N j � o , , = SECOND I _ 1 r1 HALF WALL @ I -. g I o _ — �, , „ I ENTRY •-1 SHEET REVISION INFO {, �, o" FLOOR ABOVE L __ -1-.1 - - - ---L o 10 -0 36 A.F.F., ROUGH, FOYER ,_ „ ce a. z _ _ 1_ 10 -0 CLG. ( I 10 0 CLG. o a U_ -- X6 WALL, 9 4 / 1X6 CAP CD I I W , o; TOP @ 34 Ln t; o w z cn N N �i I 1 2" ROUGH 8 °° 1 co = Z � oc� I COVERED I I I - o z m W I �-� LANAI I I = N o f �_ I I g1_p11 CLG. �--- -- ---------------- ---, I ... W Q I I - r---- ---- I I I ,�-----~� I STUDY I I SET REVISION INFO 101_0" CLG. I I W 1 I o - _ ;.: J W 1 I I ! O _ , I PROVIDE GAS LINE TO I DW I 1 oIM J REAR FOR FUTURE BBQ I INK W/ DISP. 3'-4" 14,-6" I x a 3- ao I I I I _ cc °; Z AREA VERIFY LOCATION I �, 16'-211 = 611 fir- z 0 > � , I I _1 GOURMET �- ' 's U) W o i i W/ TOLL PM co KITCHEN - 11 BOX-OUT BEAM TO w z i i I _ -- 8" GAS COOKTOP 9'-4" CLG. 7 J = I COLUMN WIDTH (TYP.} SHEET DESCRIPTION A 2 W cn 1 1 PRIVACY WALL �c I_-_ ��' I I W zo i i 6'-0" A.F.F. 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E- V oFIRSTOFFICE COPY z z = Z FLOOR W Q SHEET NUMBER U) � � °° SCALE: 1/4" = 1'-0" COASTAL _ Coe ADDITIONAL NOTES SCHEDULES, & DETAILS = A2.82 Z co Uj CAN BE FOUND ON THE A3.N SHEET. z � ooU_ U R- o pC SERIAL NUMBER 1014.0 --- ---- --- 3 (, CODE IN r�cr AS of DATE of�runoN BEM. TO THE BEST of W IM MaEDGE,rnE DESIGN DEPIMED ON THIS DDRAWING COMPLIES MATH THEMPLIGBIE MINIMUM BUILDn'G N 'Zj July 26,2016 w - OF F` ti P� o 00 0000 a � ° W 0 J0o O VO fn 0 6 o V V�(10 X000000 0 z U_ RED A� C7 MANUEL GONZALEZ,AIA ►-+ Z OZ AR 96730 zc�n ° rB w � � A7.82 a O m W -1 0 0 ui p I 57'_On O � Z00 N } W = 31_0rr 541.0n p^p , 0 15 r31-211 241_511 a ■ W ■ 0O = Q = � Z I BATH 2 0 A p O , 91-0" CLG. ui cn w $ o >I ■ > o C I I �u OB 8 W O p ■ ............................ L] aZ &S E u7 � p I 3 1' 3" a O c� cC W Z BEDROOM 2 W„C, r '1 11 a V o '� 9'-0” CLG. 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SECOND FLOOR ui Z � mBeaZce I I K I PLAN W a "-' oV .......... 17'-2" I 2'1 " 141.611 611 a - I .- = o 1 Z Z _1 cwn � _3 <c I o I - - _ N W Q cC W — — _ .......................................................... ..................................... ........................... ....................................................................................... .............. ................................................................................................ ........... ........................................ ........................................ ..................... N PRODUCT LINE ce vi cn � C C C 42" HIGH RAILING W/ ATLANTIC BEACH HERITAGE o ui z W , , I PICKETS SPACED TO G w = 0 1. 11 11 REJECT A 4" SPHERE = ow 3 0 12 -2 161-3111 (n W 31_011 41.3n ST. JOHNS CO. z o w ' � .• ,,1J = O i135'-0" 1 " n n LOT B m z F- ce 38-0114-11 8 14-1 / LOCK 0008 z o � 11 TBI NUMBER 0008 CL . cn o 57-0 o b o MODEL ZW ,.. Q Z Q B STO N E B R00 K ce z a 2: * A7.82 "' 0LU 0 P-4 a ELEVATION NAME u '.�.. W { o COASTAL ui0 r � W • r. z= zoSECONDCOPY Z Z FLOOR PLAN OFFICE m 1' 1 11 SHEET NUMBER o Z = SCALE: 1/4 = 1'-011 COASTAL _ - _oo = L � W ADDITIONAL NOTES SCHEDULES & DETAILS = A3.82 0-4 C.7 O V Z J U_ CAN BE FOUND ON THE A3.N SHEET. �t V l— 0 pC SERIAL NUMBER 1014.0 W I N D O W TAG TO THE BEST OF W INOWLEDCE,T}#DESIGN WXM ON Wa f WIND W SCHEDULE CST. WDEME�ASCWD„TEOF „IDrM . � z WINDOW CALL-OUT °�'"'"�°° '""�"w"�°"�"�'” July 26,2016 �� N � t TYPE SIZE REMARKS OF�a ► l rr it ���0000000 o A SINGLE HUNG 26 36 x75 VINYL/ LOW E/ EGRESS �'<P0 J B SINGLE HUNG H34 25 1/2"x49 5/8" VINYL/ LOW E /TEMP { � 0 .I 0 0 0 o C SINGLE HUNG 25 36"x62" VINYL/ LOW E / EGRESS 0 0 rr n `'- 0 A 67 6 D SINGLE HUNG 25 (2) 36 x62 VINYL/ LOW E/ EGRESS G�, 0 � 000 LV „ „ 00 00 E FIXED GLASS 48 x64 VINYL/ LOW E/TEMP F G za RED A� a o SINGLE HUNG 24 (2) 36"x50" VINYL/ LOW E o MANUEL GONZALEZ,AIA Q o G NOT USED AR 9630 cn H NOT USED '. 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JOHN'S CO. 17 Zo = o z z LOT/ BLOCK 0008 z z O � TBI NUMBER 0008 � . moo r Z Uj o MODEL Q o "' STONEBROOK W Q uZ.wln � � � W0a ww- `z `t �— ELEVATION NAME Z o W COASTAL ui " w � � LEE ::i OFFICE COPY � z SECOND FLOOR IFFUSER LAYOUT z P 'm Q SHEET NUMBER w z � SCALE: 1/4" = V-0" COASTAL _ k70 � � DIFFUSER LEGEND F— � W = M2.82 ozm � ® SUPPLY m RETURN EXHAUST FAN � a k a o FOR REFERENCE ONLY '—' pC SERIAL NUMBER 1014.0 5* .} TO THE BEST OF KNOWLEDGE, iNDanTHIS ELECTRICAL LEGEND DRAWING SWrrH THE APrAUMMMfK CODE IN ffEcr As of DATE of armManar MOW. 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(EYEBALL) FIXTURE M � o >N SINGLE FLOOD - WALL MOUNTED a W . 0.4 ..................................................................... ....... 0Uj ............................................... z = 1=- ' DOUBLE FLOOD - WALL MOUNTED atzz i _ _ C A - ..........................................:..................: :...............................................: _ ....................................................................................................... ............................. ........................................................................................................................................................................................ r � g o o ..........................................._.........._............................................................................................................................................ ................................ .. 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INTEGRATE INSTALLATION OF WEATHER RESISTIVE � E m BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS FOLD UP WEATHERHEAD FLASHING TIE-IN MECHANICALLY FASTEN AS WEATHER FOLD UP WEATHER �'�' J RESISTIVE BARRIER & INSTRUCTIONS. NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER & 0 0 0 0 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE TEMPORARILY SECURE THROUGH FLASHING BARRIER TEMPORARILY SECURE 00 AR9673 0 V t- HEADER TO ALLOW FOR FLASHING INSTALLATION 1. CUT, FOLD UP &TEMPORARILY G 0 X00 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE SECURE WEATHER RESISTIVE WEATHER c 00000 000 0 BARRIER BARRIER ABOVE HEADER TO RESISTIVE EXTERIOR FREDALLOW FOR ASC' z u- INSTALLATIONSHING BARRIER SHEATHING MANUEL GONZALEZ,AIA a Z 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD WEATHER TAPE 6SILL PAN AR 96730 FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE o RESISTIVE 2. 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T&G SUBFLOOR o � (2 LAYERS REQUIRED) (2 LAYERS REQUIRED) FLOOR E° POLYETHYLENE HOUSE WRAP TRUSS POLYETHYLENE HOUSE WRAP TRUSS cuej ou z OR APPROVED EQUAL SYSTEM OR APPROVED EQUAL SYSTEM cc o ROOFING PER CONTRACT: ON (2) ROOFING PER CONTRACT. (CONTRACTOR TO o o n 1' 2x RIBBON FASTENED N ROVIDE PRODUCT APPROVAL FOR ROOFING 2x RIBBON FASTENED r z uJ 7/16 SHEATHING T uj a R T PROVIDE PRODUCT 0 FLOOR TRUSSES STEM TO FLOOR TRUSSES � w (CONTRALTO 0 PER TRUSS ENGINEER � ) PER TR E > z w w APPROVAL FOR ROOFING SYSTEM) SEE PLAN USS ENGINEER DRAWN BY '~o z WAINSCOT/TRANSITION PRE-ENGINEERED WD TRUSS, 24 O.C. V SEE PLAN WAINSCOT/TRANSITION M. STRICKLAND w W a 2 X 6 W/ 2" DIA. 2x RIBBON FASTENED BATT INSULATION BLOCK 2x RIBBON FASTENED BATT CHECKED BY a ROUND VENT @ -' TO FLOOR TRUSSES INSULATION REQUIRED TO FLOOR TRUSSES INSULATION REQUIRED z w 24 O.C. ,,-' PER TRUSS ENGINEER AT GARAGE (SEE 2X4 SUBFASCIA PER TRUSS ENGINEER AT GARAGE (SEE 0. SWAFFORD -' ENERGY CALCS o ; METAL DRIP PRE-ENGINEERED WOOD FLOOR ) ENERGY CALCS) SCALE o ~ a EDGE -' O METAL DRIP PRE-ENGINEERED WOOD FLOOR w - TRUSSES (VERIFY W/TRUSS 1/211 RIGID GYP. BOARD EDGE TRUSSES (VERIFY W/TRUSS 1/2" RIGID GYP. BOARD 22 X 34 = SCALE AS NOTED U- � 1X4 FASCIA ENGINEER FOR TRUSS LAYOUT) ENGINEER FOR TRUSS LAYOUT) p o c�n ,, > >, �� ►� 11X17 = 1/2 NOTED SCALE ° N INSULATION 1/2" GYPSUM 1/2" GYPSUM oc (A b CEILING WALLBOARD ON STUDS 1X6 FASCIA CEILING INSULATION WALLBOARD ON STUDS � a o (SEE ENERGY CALCS.) DBL. 2x SYP. WD. TOP PLATE >-C W/ WALL INSULATION (SEE ENERGY CALCS.) DBL. 2x SYP. WD. TOP PLATE W WALL INSULATION SHEET DATE O cc f- 2X6 RAFTER TAIL „ a o z @ 24" O.C. 1/2" RIGID GYP. BD. (SEE ENERGY CALCS) VENTED SOFFIT W/3 1/2" RIGID GYP. BD. SCHEDULED WINDOW SCHEDULED WINDOW (SEE ENERGY CALCS) = m (SEE FLOOR PLAN DIAM. VENTS @ 48 = 0 cn 11 it-4° DBL. 2x SYP. WD. W 0. C.'t TYP. DBL. 2x SYP. WD. (SEE FLOOR PLAN) SHEET REVISION INFO 3 8 WINDOW ATTACHMENT o w z cn / TOP PLATE HEADER SEE FRAMING TOP PLATE WINDOW ATTACHMENT HE EE FRAMING cn o (D CEMENTITIOUS COMPLIANT WITH FBC-R COMPLIANT WITH FBC-R Z z OVERHANG PLAN FOR SIZE AND DEPTH 2x SYP. #2 WD. STUDS PLAN FOR SIZE AND DEPTH SOFFIT 2x SYP. #2 WD. STUDS m UJ @ 16" O.C., TYP. FINISH MATERIAL @ 16" O.C., TYP. w o o FINISH PER ELEVATION fi ¢ WALL INSULATION REFER TO WALL INSULATION Z = uu MATERIAL PER ( ) ELEV FOR (SEE ENERGY CALCS.) UJ V) ELEVATION SEE ENERGY CALCS. , o cn VERHANG _ #2 WD HEADER SET REVISION INFO 1111, z � � 2x SYP. #2 WD. HEADER 2x SYP. cn m -SEE SCHEDULE -SEE SCHEDULE zw > z c°n o o SCHEDULED WINDOW SCHEDULED WINDOW SCHEDULED WINDOW SCHEDULED WINDOW z u r (SEE FLOOR PLAN) (SEE FLOOR PLAN) (SEE FLOOR PLAN) (SEE FLOOR PLAN) 2 W � 11 1/2" GYPSUM WALLBOARD ON 1 2" GYPSUM " c � W o 1/2 GYPSUM WALLBOARD ON STUDS W/ WALL INSULATION / U WALLBOARD ON 1/2 GYPSUM WALLBOARD ON SHEET DESCRIPTION z U ~ EXTERIOR SHEATHING TO STUDS W/ WALL INSULATION EXTERIOR SHEATHING TO EXTERIOR SHEATHING TO STUDS W/ WALL INSULATION EXTERIOR SHEATHING TO STUDS W/ WALL INSULATION (SEE ENERGY CALCS) BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) STANDARD n , >- a, o BE FLUSH WITH THE EDGE OF THE FOUNDATION 1/4" OF THE FOUNDATION 1/411 OF THE FOUNDATION 1/4 #2 WD STUDS #2 WD STUDS 2x SYP #2 WD STUDS 2x SYP #2 WD STUDS NOTES & DETAILS � W ¢ j o OF THE FOUNDATION, 1/4° 2x SYP. 2x SYP. � , .Q GAP BETWEEN FOUNDATION 1' GAP BETWEEN FOUNDATION GAP BETWEEN FOUNDATION o @ 16 O.C., TYP. AND SHEATHING @ 16" O.C., TYP. D HE @ 16" O.C., TYP. GAP BETWEEN FOUNDATION 11 z z z AND SHEATHING AN SHEATHING @ 16 O.C., TYP. _ 2x P.T. SILL PLATE 2x P.T. SILL PLATE AND SHEATHING 2x P.T. SILL PLATE w -i 2x P.T. SILL PLATE W �" ¢ ii WATER RESISTANT BARRIER WATER RESISTANT BARRIERCONNECT WALL TO WATER RESISTANT BARRIER WATER RESISTANT BARRIER a o (n Z 2 LAYERS REQUIRED) CONNECT WALL TO FOUNDATION (2 LAYERS REQUIRED) PER FRAMING DETAIFOUNDATION (2 LAYERS REQUIRED) CONNECT WALL TO FOUNDATION (2 LAYERS REQUIRED) CONNECT WALL TO FOUNDATION PROJECT NAME w o PER FRAMING DETAILS POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE WRAP PER FRAMING DETAILS POLYETHYLENE HOUSE W PER FRAMING DETAILS POLYETHYLENE HOUSE WRAP ce z_ W OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYS'j PROVIDE CONT. METAL TERMITE FLASHING SHIELD UNDER SILL PLATE FLASHING SHIELD UNDER SILL PLATE FLASHING SHIELD UNDER SILL PLATE FLASHING SHIELD UNDER SILL PLATE o W FINISHED BASE MOULDING FINISHED BASE MOULDING FINISHED BASE MOULDING FINISHED BASE MOULDING u' `I' MAIN FIN. FLOOR MAIN FIN. FLOOR MAIN FIN. FLOOR MAIN FIN. L00_R z ° = o ELEV @ 01.011 - ♦ �. :. " " ; ..� ELEV @ 0'-0" : : ELEV @ p1_p1T - ♦ . �. : :. : Q.: ELEV @ 0'- " : :.� , ,,4 LOT/BLOCK Uzi W •♦ ♦ W W • ♦ W a• ZZZU- > to I > I > I > •Q . z ° z I III III o I III III o I III III ' I III III I TBI NUMBER o zZ UJ ° ' 4f1 CONIC SLAB W III III I 4" CONC SLAB W/ ~ .4. I ' 11 Z i 4" CON MODE o III I I i I / _ III III I 4 CONC SLAB W/ A. III III I C SLAB W/ L ,4� / �' °° I I III VAPOR BARRIER ;� I I III VAPOR BARRIER I I I ( I VAPOR BARRIER :� I ( I ( I VAPOR BARRIER l y E; $0 � 4 4 ce w •.4 . _ • 4 III 1- A.41 ALL cz : : _ _ _ _ — a _o >- — REFER TO STRUCTURAL REFER TO STRUCTURALREFER TO STRUCTURAL REFER TO STRUCTURAL ' "' z - I DRAWINGS FOR - I , I _ DRAWINGS FOR ( DRAWINGS FOR w � zQ I - - - DRAWINGS FOR ELEVATION NAME c� '�'-' w " .A " = COARSE COUNT& 111 a III= COARSE COUNT& `_' III III= z w o M III III FOOTING SIZE a 4 COARSE COUNT& M —'-III 4 4 III= COARSE COUNT& FOOTING SIZE a G �. FOOTING SIZE FOOTING SIZE ALL n w • •. I I I — • a I I I (PROVIDED BY • •. ( I I PROVIDED BY • •. I 00 w _ 4 (PROVIDED BY — _ OTHERS OTHERS) Q OTHERS -'- (PRH VIDED BY III ) III— _ III ) _ I _ OTHERS) I I w � z = m 0 III � � � III III_ i ' � ' ' ISI III— i ' ' ' ISI III_ i ' fr III � � � III III_ il ,o � �w " SHEET NUMBER Lu W m EXTERIOR WALL EXTERIOR WALL -� 262 = 3 SECTION WITH WIN DOW 4 TV% STORY ALL SECTION 3 SECTION WITH WIN DOW 4fO—STORY=3 TWALL SECTION ui m w z -i � D7 SCALE: 3/4" _ 1'_011 D7 SCALE: 3/4" = 1'-O" D7 SCALE: 3/411 = 1'-0" 7 n = 11 Oy F"-1.. o o u- SCALE. 3/4 1 0 RAFTER TAIL LEGEND ERIAL NUMBER 1014.0 �_- - TO THE BEST OF NY IOIONfLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMFLD:S WITH THE APPLICABLE MINMM SWING. CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. _ V 11 11 CD S MIRROR 3 FROM - 11 SET MIRROR 3 END OFF BACK SPLASH MIRROR-VANITY -5 FROM INSIDE CORNER DRYER VENT (TYPICAL) OF F�� �,0 ' 03= GAS PIPE TYPICAL o1 '_000° 01-10 = O FOR GAS DRYER ONLY o e� .. m _ � 0 11 Inn 1 -2 i cG R9673 J COUNTERTOPS c� w (TYPICAL) � � 0 O „SY ' = cc o DRYER VENT TYPICAL 0 0 36" HIGH X _ co GAS PIPE (TYPICAL) 'r 000ole ,1 ' M > FOR GAS DRYER ONLY RED �G (VANITY-5 ) MIRROR 0 z o OUTLET BOX _ __ "' a 1/4" MIRROR DRYER VENT BOX- MANUEL GONZALEZ,AIA Z z CENTER SIDEWAYS - ATTACH PER MFR. AR 96730 a IN BACKSPLASH D D D D 1/2" RECESS INSTRUCTIONS z to DRYER VENT BOX- Pp O _ FOR MIRROR ATTACH PER MFR. hilt`i'n u; = INSTRUCTIONS a. 2X4 HALF WALL m M 11 YORKTOWN P.T. SILL PLATE �., P.T. SILL PLATE00 00 o W TRIM - MM MIRROR (IF SLAB ON GRADE) (IF SLAB ON GRADE) N M O vs w �- NET �, CA- z CABIN VA ITY MIRROR INSTALLATION INSTRUCTIONS: w � O 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. WITH PEDESTALcli H w _ 2. A BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE. O A 00 a � z CORNER. (YORKTOWNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE KNOCK OUTS FOR TOP, u w N u3: 0 NOTE: BRACKETS REQUIRED IF BOTTOM, OR REAR VENT LOCATIONS. v, g x W z VERS MORE THAN 10 3. PON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE.CLIPS (VERIFY MIRROR IS GLUED O 0 COUNTERTOP CANTILEVERS BEF RE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM ■ 11i ' `4 o 0 12 +/- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. LENGTHS PER MANUFACTURERS SPECIFICATIONS. Z - wQz x O � riNT-iKITCHEN HALF WALL DETAIL INT-2 M STER BATH MIRROR WOOD TRIM DETAIL INT-3 DRYER VENT BOX FOR DRYER ONLY aop Fri Fri CC W z . 11 = ,_ 11 , 11 = 1_ ,1 INT-3) 0 a o ¢ 08 SCALE: 1 2" = 1'-0" (INT-1) (P$ SCALE. 1/2 1 0 (INT-1} 08 SCALE. 1/2 1 0 ( w ujacn z A A a Z TILE OR STONE ON 1/2 COMPARE A / , � a 2 z z TOLL APPROVED TILE BACKER (REFER HARDI BACKER BOARD MANUFACTURERS O 0.4 o ¢ TO CONTRACT SPECIFICATIONS) OVER 4" EXT. PLYWOOD DIM OF TUB & ►� . mob O p O p ON 2X4 FRAMING. PUMP LOCATION x N UJ u.- J WALL TILE a, � za woO 0 2X BLOCKING BETWEEN _ a ° W STUDS (3 WALLS) REFER TO FLOOR PLAN, VARIES SEE PLANS 8 c0.e 0° VARIES BY MODEL UJ 0 1 ROW OF TILE °C Z VINYL LINER 3 WALLS EXTENDED 5° ce P WALLS ( ) z -2X4 @ 16" O.C. Z � W U w a cc p CORNER SHELh _ z m 100% SILICONE SEALANT BETWEEN w 0 CERAMIC CORNER DRAWN BY TILE BACKER AND WET BED 0 �1) HELF AT 48 A.F.F. v o z m FLOOR TILE _ 2X4 LEDGER M. STRICKLAND w � - FLOOR TILE o w _ �. r' d- CHECKED BY _ i•- _ x x DROP IN TUB x ~o 2-2X4 P.T. THRESHOLD . • . W Q 2" SHOWER DRAIN u_ N N N cc Z W LL. > _ �' 2X4 CRIPPLES 0. SWAFFORD ¢o . . , . . . • . . • . . • . • . . "� _ =a SCALE J co o �' a ' " ' ' 22 X 34 = SCALE AS NOTED p = 0 U.1 to TILE AT DOOR W 2X4 TO BE P.T. SUPPORT UNDER 11X17 = 1/2 NOTED SCALE 0 o PRO-SLOPE PRO-SLOPE THRESHOLD - �-� WALL TILE WHEN IN CONTACT TUB AS REQ. BY U W CONC. MANUFACTURER'S. UJ ADJUSTABLE DINER SET IN SEALANT @ r', / � pPLAN SHEET DATE o SHOWER DRAIN FLANGE OVER ROOFING FELT BOO „ - w >- FR-33 DROP IN TUB DETAIL SHEET REVISION INFO = m U 2 SHOWER DRAIN W z tri NOTE: 08 Z � o NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXACT IZE AND SHAPE VAIRES BY MODEL AS SCALE: 3/4" = 1'-0" (FR-33) _ (n USED LIEU OF CERAMIC WHEN MARBLE/ . REFER TO SHOWER ELEVATION u.j z BE USE E/ WELL A PLUMBING ACCESORIES P m °° W MARBLE TILE OPTIONS ARE SELECTED. ARCHI ECTURAL PLANS BY MODEL. z � p03 � �G��` ���� J W _ SHOWER & CURB ON FRAMED FLOOR T_ STANDARD SHOWER SHELF LOCATION �� ��-� SET REVISION INFO = INT 4 IN END POST TIED INTO FLOOR � 11 _ INT-4 D 11 - (INT-5) JOIST BELOW EXTEND TO QP a a. cc m 8 SCALE: 3/4 - 1 -0 ( ) SCALE. 1/2 - 1 -0 Zo > z BOTTOM OF FLOOR JOISTS. ti � W = END POST TO PENETRATE o u z SUBFLOOR. W o z SHEET DESCRIPTION jE L9 Uj O FACE NAIL END POST TO STANDARD W m g a p BLOCKING. fi p a > 0 2x BLOCKING BETWEEN NOTES & DETAILS r z = p FLOOR TRUSS AGAINST / Lu � ¢ a END POST. Ce o = Z SUB FLOOR. -�; / //' { '' ' PROJECT NAME W to 0 oo- ce ;z oz /— W V p / / / //`• / // / / / // / p W /'ui /' € 8 .01 H W ' // // / // / / // pW Z o `'r' /' �' �� ' ,-' -'' •,'^\ %: //'-'' LOT/BLOCK 0000 Z / / /�\\ // le TBI NUMBER tz - cn O ,�':>' �, �y�' MODEL M Z _ 0 '/ / '/ '///'y ."o, / �\\y'/ / '' / / / N O z /// /// � /// ' ALL C> W Q 'i , y NAILS(TYP) W p z FLOOR TRUSS. / ,/ W U- Z ¢ 1 ELEVATION NAME C) zw O N a p ALL W 0 Ile Lu I..4Z u;m SHEET NUMBER cc FR-34 uj 000 FE HALF WALL TIE-IN DETAIL W J Z OFFICE COPi( �8 N.T.S. (FR-34) ti Q u p o ERIAL NUMBER 1014.0 n -y .., 'r- - -- —r...- - — -- - —. , -`--.- '-.-iia►.•_- - --- -- ...L. .: rr+• '_ .._. -_ ... ti- ,.:riucr arr..- ,<.. 't �a e:e --,...rco+`--+.- -1+ .. ._... :: 1.ra . r.. -f e