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1756 ATLANTIC BEACH DR - ARCH DRAWINGS
M T�BEST of W OMMO,THEo�wi Mq&W on TK S oRnwu�coMr�s WN Tri AFRICABLE KM"MUSING WM IN Offa AS of WE of COUMTMN WI ow. June 27,2016 OF Ft p Z 00 000,0 � 0 0 pCL ,t ED O O '�� AR9673 �0 Cj F-- � RED A� MANUEL GONZALEZ,AIA O AR 96730 O z Ln 1 O � oC w NJ 0 W oABBREVIATION LIST GRAPHICS LEGEND SQUARE FOOTAGE NOTES LIST OF DRAWINGS Cn 00 N qt M _44 Cq W < PARTIAL SECTION INTERIOR ELEVATION SHINGLE ELEVATION a a = CO Abbrev. Description Abbrev. Description Abbrev. Description _ DETAIL# - DETAIL# AREA CALCULATIONS S.F. �.. O C1 COVER SHEET - Index of Drawings w DRAWING # ___ DRAWING # E w # NUMBER F.P. FIREPLACE PT. LD. POINT LOAD -- GN1 GENERAL NOTES A ,m O = FIRST FLOOR 2,310 SQ. FT. & AND FRT. FRONT PWD. POWDER w S o z BUILDING SECTION DETAIL CALL-OUT ` A SLAB LAYOUT ; � p - EQUAL FT. FEET PLW. PLYWOOD _ SECOND FLOOR 810 SQ. FT. ® vi i W cc @ AT FTG. FOOTING - _ - DETAIL# ( - DETAIL# A1.62 SLAB LAYOUT g • 0 "' o A/C AIR CONDITIONING F.O.M. FACE OF MASONRY R RISER ___ ___ DRAWING # r / --- DRAWING # A1.N SLAB NOTES, SCHEDULES, & DETAILS .� o � TOTAL LIVING AREA 3120 SQ. FT. ABV. ABOVE RA RETURN AIR AD]. . CEILING HEIGHT CHANGE FLOOR PLANS x = o ADJUSTABLE GAL GALLON RADRADIUS �r � a o O A 2 A.F. ABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR 2 6 FIRST FLOOR PLAN OR COVERED ENTRY 245 SQ. FT. ►-� A � a z A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. REINFORCING CENTER LINE SPANISH TILE A3.62 SECOND FLOOR PLAN w o ¢ GROUND FAULT COVERED LANAI 219 SQ. FT. A3.N FLOOR PLAN NOTES, SCHEDULES, & DETAILS A z 5 z AHU AIR HANDLING UNIT GFI INTERRUPTER RM. ROOM ELEVATION MARKER SHAKE SIDING � o Aa �, GARAGE 444 SQ. FT. w x � m ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING SLAB RECESS SIDING z � ��, EXTERIOR ELEVATIONS � a � A z w ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD RQD. REQUIRED A5.62 FRONT &SIDE ELEVATIONS _ ¢ R &SH ROD &SHELF TOTAL 4,O2S SQ. FT. A5.1.62 REAR & SIDE ELEVATION & ROOF SLOPE PLAN x o o o FRAME BEARING WALL BRICK a, O LU U_ __j B.B.Q. BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL INTERIOR WALL A5.2.62 EXTERIOR ELEVATION DETAILS N p BD. BOARD HB HOSE BIBB (NON-BEARING} F.'..." 4'.'I STUCCO FINISH o B.F.F. BELOW FINISHED FLOOR HD. / HDR. HEADER SF/ SQ. FT. SQUARE FEET BUILDING SECTIONS a. w BOTT. BOTTOM HGT. / HT. HEIGHT SGL SINGLECMU MASONRY WALL - EARTH A7.62 BUILDING SECTIONS & DETAILS = _ - ad m BR. BRICK HORIZ. HORIZONTAL SHT. SHEET 8 o BKFST. BREAKFAST SH. SHELF GABLE END WALL INSULATION DIFFUSER LAYOUTS 0 0 INSUL INSULATION SHWR. SHOWER FRAMED KNEEWALL - DECORATIVE STONE M1.62 FIRST FLOOR DIFFUSER LAYOUT DRAWN BY z W CALC. CALCULATIONS INT. INTERIOR SL. SLIDER M2.62 ISECOND FLOOR DIFUSSER LAYOUT °C W C.J. CONTROL JOINT w. I.L.O. IN LIEU OF SPECS SPECIFICATIONS DROPPED SOFFIT PRE-CAST LINTEL,/ HEADER S. FOX � "� m CL CENTER LINE SAIF. SPRUCE PINE FIR ELECTRICAL LAYOUTS z z CHECKED BY t th ¢ CLG CEILING KS KNEE SPACE SPRG. PT. SPRING POINT DESIGN CRITERIA E1.62 FIRST FLOOR ELECTRICAL LAYOUT U }ft.. CMU CONCRETE MASONRY UNIT STD. STANDARD " �a: E2.62 SECOND FLOOR ELECTRICAL LAYOUT H. CRUZ LL "� t }.CL C.O. CLEAN OUT L LONG STL. STEEL � z W - �� � - SCALE " r ¢ > COL. COLUMN LAV LAVATORY TOR. STORAGE TWO STORY: FIRST LOOR FRAME SINGLE FAMILY RESIDENCE. GROUP R3 TANDARD NOTES & DETAILS 40 J COMP. COMPRESSOR LDRY LAUNDRY �' ` . D3 STANDARD NOTES &DETAILS o F- ¢ T TOP SECONDFLOOR - FRAME BUILDING TYPE: V - B o = CONC. CONCRETE LIN LINEN 0 D7 STANDARD NOTES & DETAILS LU T&G TONGUE & GROOVE ca O CONT. CONTINUOUS LT LAUNDRY TUB RISK CATEGORY. II D8 STANDARD NOTES & DETAILS ` -� O � TEMP. TEMPERED SHEET DATE c TER BATH THK. THICK DESIGN BASED ONFLORIDA BUILDING CODE , DB. DOOR BELL M.B. MAS WIND DESIGN BASED ON. ASCE 7 05-02-16 5TH EDITION (2014) HOUSE ELEVATION ABBREVIATIONS 0 Ce DBL. DOUBLE MAX MAXIMUM T.O. TOP OF SHEET REVISION INFO o a DR. & SH. DOUBLE ROD &SHELF M.C. MEDICINE CABINET T.G.B.B. TOP OF BOND BEAM F.B.C. 5TH EDITION 2014) RESIDENTIAL ULTIMATE DESIGN WIND SPEED = 130 MPH - ABBR. FULL NAME ELEV. CODE ____ n DECO. DECORATIVE MFR. MANUFACTURER TR. TREAD F.B.C. 5TH EDITION 2014) MECHANICAL NOMINAL DESIGN WIND SPEED = 101 MPH �' MAN. MANOR 03 uj oz DET. DETAIL MIL. MILLIMETER TRAN. TRANSOM WIL. WILLIAMSBURG 07 z ? DIA. DIAMETER MIN. MINIMUM TYP. TYPICAL F.B.C. 5TH EDITION 2014) PLUMBING EXPOSURE: B - PRO. PROVINCIAL 08 m w DIM. DIMENSION MIRK. MIRROR F.B.C. 5TH EDITION 2014) ENERGY ENCLOSED BUILDING INTERNAL CHA. CHATEAU 09 J F DN DOWN MLDG. MOLDING UC UNDER COUNTER CONSERVATION PRESSURE COEF.: +.18 .18 VER, VERSAILLES 10 = o W UNLESS NOTED CLA. CLASSIC 18 SET REVISION INFO J W DR. DOOR M.P.H. MILES PER HOUR U.N.O. OTHERWISE F.B.C. 5TH EDITION 2014) FUEL GAS FOR WINDOWS/DOORS, SEE FLOOR cn = MED. MEDITERRANEAN 19 z F-- DS. DOWNSPOUT MT METAL THRESHOLD PLAN FOR ACTUAL PRESSURES: TRA. TRADITIONAL 20 g CA >_ F.B.C. 5TH EDITION (2014) ACCESSIBILITY AF a- cc CO D.S.S. DENSE SELECT STRUCTURE V.B. VAPOR BARRIER COU. COUNTRY MANOR 21 o > 3: DW DISHWASHER N.T.S. NOT TO SCALE VERT VERTICAL NATIONAL ELECTRIC CODE 2011 (NFPA 70) FEMA RULES & REGULATIONS HER. HERITAGE 22 � W = DWG. DRAWING V.T.R. VENT THROUGH ROOF CMN. CIMMARON 28 ,z z O.A. OVERALL N.F.P.A. 1012014 ASCE 7-10: MINIMUM DESIGN LOADS MSN. MISSION 30 SHEET DESCRIPTION w o z E EGRESS O.C. ON CENTER W WIDE c� W DRAINING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED CET. CRAFTSMAN 31 COVER SHEET wO.H. VERHEAD W/ WITH SCL. SPANISH COLONIAL 32 =� z � E.E. EACH END . . g w o PT. OPTION AL W.C. WATER CLOSET AND SEALED OR WHILE CURRENT CODE IS VALID ac a z E.W. EACH WAY 0 o a W o EL. ELEVATION OPNG. OPENING WD. WOOD BOR. BORDEAUX 33 �a � R BRO. BROUGHAM 39 z = o ELEC. ELECTRICAL OSB ORIENTED STRAND BOARD WDW. WINDOW U � J z REN. RENAISSANCE 40 i a ¢ ENCL. ENCLOSURE PED. PEDISTAL SINK W.I.C. WALK-IN CLOSET u.i z ENG. ENGINEERED POLY POLYVINYL WP GFI WATERPROOF GFI VIE. VIENNA 41 TUSCAN 44 PROJECT NAME o POUNDS PER SQUARE U cn u, EQUIP EQUIPMENT P.S.F. W.W.M. WELDED WIRE MESH CLS. CALAIS 46 D V O ITV. ITALIAN VILLA 58 UAL COUNTY o W POUNDS PERS UARE INCH WELDED WIRE FABRIC .� ,,_, � � EXT. EXTERIOR P.S.I. Q W.W.F.W. = o FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER SHIN. SHINGLE 62 ATLANTIC BEACH CC - � = o W � PBC. PALM BEACH 80 W U FLR. FLOOR P.R. POWDER ROOM CRB. CARIBBEAN 81 HERITAGE z o W FND. FOUNDATION P.T. PRESSURE TREATED CST. COASTAL 82 u, = O LOT/BLOCK 0072 cnz �- � z z p cn TBI NUMBER 0072 . moo Z o MODEL DAVENPORT cnadzQ Ink W p Z Uj z ¢ ;F— ELEVATION NAME ' (D Uj U_ '� z WOFFICECOPY WSHINGLE V W adV _ z Z LU REVIEWED FOR CODE COMPLIANCE � m SHEET NUMBER z W crnr oFaTLANtIc sEacN _ p = cn SEE PERMS FOR ADOMONAR p � tIEDUIRE�IIEKT�AHD COI�TtOt►1S �= Cl z m � R�vtcu+rFD s� oA �'2�` 5 rl 11 11 71E T i I 4E) 11; rl o pCSERIAL NUMBER 1014.0 6-; TO THE BEST OF NY WMEDGE,THE DESIGN DEPLCIHI ON nus Am DRAWING COMPED WITH THE APPLICABLE NINKM WADING CODE IN EFFECT'AS OF DATE OF a=RCATION MM. z GENERAL NOTES CAST IN PLACE CONCRETE WOOD CONSTRUCTION C) �, DOORS&WINDOWS N (� 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE 1. ALL CONCRETE SHALL HAVE THEFOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA"NATIONAL DESIGN SPECIFICATION ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE OF F(O GC USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH,24 INCHES IN LP'C 0 0 W AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS .DAYS: FOR WOOD CONSTRUCTION",APPLICABLE EDITION. HEIGHT&5.7 SQ. FT.. IN AREA.THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44"OFF THE '`" ,�00 °ow 'l _ DURING ERECTION. THIS INCLUDES,BUT IS NOT LIMITED TO,THE ADDITION OF FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54 A.F.F. CO) o E 0 SLAB ON GRADE,FOOTINGS 2500 PSI WINDOWS GREATER THAN 72 ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT 0 C7 m WHATEVER TEMPORARY BRACING,GUYS OR TIE-DOWNS MAY BE NECESSARY. 2. ALL WALL STUDS AND MISC.WOOD FRAMING SHALL BE NO.2 SOUTHERN YELLOW PINE GREATER THAN 24"OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. a ° ° REMAINING CONCRETE 3000 PSI J " " STUDS FOR LOAD BEARING WALLS SHALL BE AS FOLLOWS: THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. � 0 x. 2. ALL CONCRETE SHALL HAVE A SLUMP OF 4 PLUS OR MINUS 1 ,AND HAVE 2 TO 4% 70 0 ' 00 WINDOWS INDICATED WITH (E)OR(EGRESS)MUST BE MANUFACTURED TO CONFORM TO THE BLDG. 0 96730 0 V F_ AIR ENTRAINMENT,AND A MAXIN UM WATER/CEMENT RATIO OF 0.58. 2X4'S,2X6'S OR 2X8'S @ 16"O.C.(U.N.0) CODE W/RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. (,1 �0 3. CONCRETE MIX DESIGN SHALL E IN ACCORDANCE WITH THE APPLICABLE EDITION OF ACI ALL GLASS WITHIN 24 INCHES OF ANY DOOR,SLIDING GLASS DOORS,ALL GLAZING AT TUB AND 0 0000 SHOWER ENCLOSURES AND WINDOWS LESS THAN 60"ABOVE STAIR LANDINGS OR TREADS SHALL BE 301 CHAPTER 3,METHOD 1 OR ETHOD 2. SUBMIT BACKUP DATA AS REQUIRED BY ALL NON-LOAD BEARING PARTITIONS SHALL CONSIST OF 2x STUDS SPACED AT 24"O.C.OR TEMPERED SAFETY GLASS,SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2014 FBC 2411.1.2 RED A� STRUCTURAL DESIGN CRITERIA ALL INTERIOR NON BEARING PARTITIONS SHALL BE 3 5/8"METAL STUDS 26 GA AT 16"O.C. MAX. SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BEEQUIPPED WITH CHAPTER 5 SECTION 5.3.OF THE LATEST EDITION OF ACI 318. SPACING W/1/2 MIN.GYPSUM DRYWALL EACH SIDE OR 2x4 STUD GRADE LUMBER OR BETTER SOLID WOOD DOORS NOT LESS THAN 1/INCHES(35 MM)IN THICKNESS,SOLID OR HONEYCOMB CORE " � LIVE LOADS: ROOF 20 PSF (REDUCIBLE) �� �� " s MANUEL GONZALEZ,AIA O RESIDENTIAL FLOOR,UNLESS OTHERWISE INDICATED 40 PSF 4. ALL REINFORCING STEEL SHALL E NEW DEFORMED BILLET STEEL AT 16 0/C WITH SINGLE TOP AND BOTTOM PLATE. STEEL DOORS NOT LESS THAN 1%INCHES(35 MM)THICK,OR 20 MINUTE FIRE-RATED DOORS. 0 40 PSF CONFORMING TO ASTM A-615 GRADE 60. AR 96730 Z BALCONIES/DECKS 40 PSF WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING TO FIT WINDOW OR DOOR SIZES PRESSURE � b-+ STAIRS TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4"DIA.x 31/2"TAPCON SCREWS,6" En GG ATTIC WITHOUT STORAGE 10 PSF FROM EACH END AND 12"C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ A = ATTIC WITH STORAGE 20 PSF 5.ALL CONCRETE WORK SHALL BE N ACCORDANCE WITH 'THE BUILDING CODE 3. PLACE A SINGLE PLATE AT THE BOTTOM AND A DOUBLE PLATE AT THE TOP OF (2)ROWS OF 10d NAILS AT 10"C/C. F- HABITABLE ATTICS 30 PSF ALL INTERIOR LOAD BEAING STUD WALLS. BOTTOM PLATE AT THE EDGES OF GC REQUIREMENTS FOR REINFORCE CONCRETE"ACI 318 LATEST EDITION AND U) W 0 SLEEPING ROOMS 30 PSF " WIND BORNE DEBRIS REGION A; 0- "SPECIFICATIONS FOR STRUCTU L CONCRETE FOR BUILDINGS,"ACI 301. SLABS SHALL BE ATTACHED TO THE SLAB WITH MIN. } DIA. EXPANSION BOLT W/OVERSIZED EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE �' O1 m WASHERS AT 32 ON CENTER.ALL OTHER SUBSTITUTIONS MUST BE APPROVED BY STRUCTURAL GC z CONCRETE UNLESS OTHERWISE INDICATED 3000 PSI SHALL BE PROTECTED WITH WINDOWS DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE W J CONCRETE 6.CONCRETE TICKETS SHALL BE TI 4E-STAMPED WHEN CONCRETE IS BATCHED. ENGINEERING PRIOR TO INSTALLATION. M JO STRENGTH OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE(NOA). THE NOA SHALL DEFINE THE p @ 28 DAYS THE MAX.TIME ALLOWED FROM HEN WATER IS ADDED TO THE MIX UNTIL IT IS MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE c aW. p APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES.IF FOR ANY REASON .� w Q ALL REINFORCING BARS ASTM A615-60 60,000 PSI THERE IS A DELAY SUCH THAT IS BATCH IS HELD FOR LONGER THAN 90 MINUTES,THE 4.ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. W W = oD ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI CONCRETE SHALL NOT BE PLACE .IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO PRESSURE TREATED BORATE SBX.PROVIDE USE GALVANIZED NAILS AND FASTENERS GYPSUM WALLBOARD C13 a O POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS.OF NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE. IN PRESSURE TREATED LUMBER. PROVIDE 1/2"NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE " " ^ FIBERS PER CUBIC YARD / 5/8 TYPE X GYP.BOARD ON ALL W GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE.GARAGE SHALL BE SEPARATED FROM THE in O = CONCRETE ASTM C90-01,STANDARD WEIGHT UNITS fm=1500 PSI MORTAR TYPE„S„ 1800 PSI 7. ALL REINFORCING DETAILS SHALL CONFORM TO"MANUAL OF STANDARD PRACTICE FOR RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2"GYP. BOARD APPLIED TO THE GARAGE SIDE. G A , O M = F- MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED 5. STUDS SHALL BE DOUBLED AT ALL ANGLES,CORNERS AND AROUND ALL OPENINGS. ��- ll ob Ic t z UNITS: DURING CONSTRUCTION DETAILING REINFORCED CONCRETE STRUCTURES"ACI 315 LATEST EDITION,UNLESS HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS,UP TO 8'ABOVE FINISHED FLOOR. V W N W STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI,U.N.O SHOP AND FIELD DETAILED OTHERWISE ON THE UCTURAL DRAWINGS. 6. WALL SHEATHING SHALL BE 7/16"O.S.B.U.N.O. EN CLS g ,;.j W z STEEL: WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE:ASTM A36 OR ASTM A-307 CLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS,UNDER-STAIR SURFACE AND ANY 0 2�u" O D 8. SUBCONTRACTOR SHALL REVIE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND AT INTERIOR WALLS PROVIDE 7/16"OR 5/8"GYPSUM WALLBOARD EACH SIDE OF STUDS, SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARD. WOOD BEAMS RAFTERS JOIST PLATES: U.N.O. NO. 2 SOUTHERN YELLOW PINE(19/o M.C.) NAILED WITH 5d COOLER NAILS AT 7"O.C. USE 6d COOLER NAILS FOR 5/8"WALLBOARD (A 0 FRAMING: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR,or OSB LOCATION OF EMBEDDED ITEMS,SLEEVES,SLAB DEPRESSIONS,SLOPES,ETC. AT ALL SUPPORTS.PROVIDE SOLID 2x BLOCKING AT ALL SHEET EDGES. BLOCKING IS ) Z vq W Q � FLOOR SHEATHING:T&G A-C GROUP 1 APA RATED(48/24) REQUIRED BY OTHER TRADES. ESE ITEMS SHALL BE FURNISHED AND INSTALLED NOT REQUIRED FOR NON-BEARING WALLS. GLASS BLOCK x 0 I*- = V WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB PRIOR TO PLACEMENT OF CONCRETE. MORTAR TO HAVE COMPRESSIVE STRENGTH:TYPE S- 1800 psi AT 20 DAYS A c� AT EXTERIOR WALLS SHEATHING: p., p VERSA LAM BEAM: Fb= 2900 PSI(2.OE) EXPANSION STRIPS TO BE PLACED PER MFG.SPECS. O W FLEXIBLE FINISH-MIN. " APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING FASTENED W/ GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. ►-.a V) Z WOOD COLUMNS: PARALLAM 2.0E U.N.O. 9. SUBCONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS SLEEVES ANCHOR BOLTS " I "1 A 0 Q � � 8d @ 6 O.C.EDGE AND 6 O.C.FIELD.SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM W A a Z WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: INSERTS,ETC.,AS REQUIRED B OTHER TRADES BEFORE CONCRETE IS PLACED. PLATE TO UPPER TOP PLATE. BUILDING IDENTIFICATION W or Z TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF FLEXIBLE FINISH WALLS INCLUDE: WOOD,CEMENT,OR VINYL SIDING,HARDI PANEL&BRICK.ALL APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH A eC TOP CHORD DEAD LOAD: 10 PSF 20 PSF OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE A 10.WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS,THE LENGTH OF ANY HOOK,IF PROPERTY.SAID NUMBERS SHALL BE A MININUM OF 4"TALL AND 1/2"THICK AND CONTRAST WITH a - Q w BOTTOM CHORD DEAD LOAD: 10 PSF U PSF7.FLOOR SHEATHING IS 3/4"(OR 23/32")TONGUE AND GROOVE C-C PLYWOOD,OR 3/4"(OR 23/32") THEIR BACKGROUND.TOTAL: 40 PSF 50 PSF REQUIRED,IS NOT INCLUDED. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS � 2 0C, GC 0 OF ALL TOP BARS OF BEAMS AN AT SLABS EDGES. O.S.B.(48/24 RATING),GLUED AND NAILED WITH 8d RING COMMON NAIL(OR lOd COMMON)AT 6 O.C.AT O a ' C] o WIND UPLIFT RESISTANCE: 10 PSF 10 PSF SUPPORTED EDGES,AND AT 6 STUCCO O O.C. AT INTERMEDIATE SUPPORTS � � ,'Z', � N W U- ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8"THREE COAT STUCCO a fil Z Q SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND 11.SUBCONTRACTOR SHALL PROVIDE SPACERS,CHAIRS,BOLSTERS,ETC.NECESSARY TO FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL V O GC UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD 8. ROOF SHEATHING SPECIFICATIONS. PLYWOOD PANELS. LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SHINGLE-MIN. ", ,APA RATED OSB OR PLYWOOD SHEATHING,NAILED W/8d RING SHANK u- " CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. SURFACES SHALL HAVE ENDS W ICH ARE PLASTIC TIPPED OR STAINLESS STEEL. NAILS @ 6 O.C.EDGE&fi O.C.FILED(AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4 O.C. d. o. 5 J WOOD FLOOR DESIGN LOADS: WITHIN 4'-0"OF ROOF EDGE). OUTDOOR 0 mop TRUSSES. DEAD LOAD: 20 PSF KITCHENS LIVE LOAD: 40 PSF 12.REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: TILE-MIN. LSC ,.,y ", ,APA RATED PLYWOOD SHEATHING,NAILED w/8d RING SHANK NAILS @ 6"O.C. ALL CONSTRUCTION WITHIN 24"OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. S z EDGE&6"O.C.FILED(AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4"O.C.WITHIN 4'-0"OF CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE TOTAL: 60 PSF SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE ROOF EDGE). FBC RESIDENTIA SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR GC a SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. GRILLS OR COOKTOPS. p 0 L 9. ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED z 2: CWC FOUNDATION/SITE PREPARATION: A. 3"FOR CONCRETE CAST AGAI ST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): GRADING AGENCY. ANCHORAGE B. FOR CONCRETE EXPOSED TO XTERIOR WEATHER: METAL AND WIRE LAILi' DRAWN BY 1-1/2 FOR#5 AND SMALLER 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. Z 1.FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2 500 PSF, " 10.ALL WOOD FOR BEAMS,BEARING WALLS,SOLE PLATES,TOP PLATES,BLOCKING,BRACING LEDGERS 2. ALL ATTACHMENTS FOR SECURING METAL LATH,WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL M. STRICKLAND 2 FOR#6 AND LARGER FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY C. FOR CONCRETE NOT EXPOSED TO WEATHER: CRIPPLES,SILLS,ETC.,SHALL BE SOUTHERN PINE N0.2,KD-15,OR BETTER.Fb- 1200 PSI. BE PLACED NOT MORE THAN 6 INCHES PART,AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE W w Q OF AT LEAST 98%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY,DETERMINED IN 3/4"FOR SLABS,WALLS,AND JOISTS ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. TIED BETWEEN SUPPORTS AT NOT TO ESD 9 INCHES INTERVALS. CHECKED BY to con 0- ACCORDANCE WITH ASTM D-1557.TREAT ALL SOIL FOR TERMITE PROTECTION. 1-1/2"FOR BEAM AND COLUM PRIMARY REINF.,TIES,STIRRUPS WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A 3. METAL AND WIRE LATH SHALL BE ATTACHttt Tt�VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT GOC z W 2.THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER BORATE PRESERVATIVE TREATMENT:DISODIUM OCTOBORATE TETRAHYDRATE(DOT). WOOD FOR OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST INCH AND O. SWAFFORD op Q > 13.MINIMUM LAP SPLICES ON ALL EINFORCING BAR SPLICES SHALL BE 48 BAR BENT OVER TO ENGAGE NOT LESS THAN TI RE. STRANDS-OF LATH. METAL AND WIRE LATH SHALL BE O J TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LDCONS NOTED STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION ATTACHED TO CEILING JOISTS OR OTHER HORI�ONT�►►L WOOD SUPPORTS WITH THE EQUIVALENT OF N0. SCALE � J - DIAMETERS TYP.EXCEPT WHER OTHERWISE0 ON THE DRAWINGS FOR BEAMS 11 GAUGE,BARBED, O Q FAILING TO MEET THE GEOTECHNICAL ENGINEERS REQUIREMENTS SHALL BE RECOMPACTED LEVELS OF 0.42 PCF OF DOT OR MORE.NAILS,SPIKE,BOLTS USED W/DOT SHALL BE 3 GALVANIZED OR BLUED NAILS 1 Y2"INCHES LONG HAVING A HEAD NOT LESS THAN 22 X 34 - SCALE AS NOTED f_ W = AND RETESTED AT THE CONTRACTOR'S EXPENSE,AND AS DIRECTED BY THE ENGINEER. AND ELEVATED SLABS,LAP BO OM STEEL AT THE SUPPORT AND TOP STEEL OVER THE HOT DIPPED GALV.FOR STRUCTURAL USES,AVOID BUYING TREATED LUMBER /$INCH IN DIAMETER. - to MIDSPAN,UNLESS OTHERWISE OTED. THAT CONTAINS MORE THAN 1/2"OF HEARTWOOD. 11X17 = 1/2 NOTED SCALE _ O GC 3.WRITTEN CERTIFICATION THAT THE MINI"DESIGN BEARING CAPACITY,AND THAT THE MIRRORS V O COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEOTECH.ENGINEER. MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. oC cn �j SHEET DATE 0FORMWORK PREFABRICATED WOOD TRUSSES H.V.A.C.NOTES O GC THESE PLANS ARE DESIGNED IN ACCORDANCE MITH THE FLORIDA BUILDING CODE: GC O O TERMITE SPECIFICATIONS: 1.FORMWORK,SHORING,AND BRA ING FOR ALL CONCRETE BEAMS,SLABS,COLUMNS,WALLS, MECHANICAL,RESIDENTIAL,AND ENERGY CONSERVATION i CL �- AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, 1. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE"NATIONAL DESIGN SPEC- " LU SECTION R318 PROTECTION AGAINST TERMITES MOUNT ALL THERMOSTATS AT+4-0 ABOVE FLOOR. SHEET REVISION INFO _ m V TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES INCLUDING SOIL APPLIED "RECOMMENDED PRACTICE FOR C NCRETE FORMWORK". IFICATIONS FOR STRESS-GRADE LUMBER AND ITS FASTENINGS"BY THE NFPA.TRUSS DESIGNS w Z wPESTICIDES, BATTING SYSTEMS,AND PESTICIDES APPLIED TO WOOD,OR OTHER APPROVED METHODS ALL INTERIOR&EXTERIOR MOUNTED H.V.A.C. UIPMENT SHALL BE SECURELY FASTENED IN PLACE SHALL BE SIGNED AND SEALED BY A PROFESSIONAL 0 ENGINEER WHERE SHOWN ON THE DRAWINGS AS REQUIR BY THE LOCAL BUILDING CODES.THE H.V.A.C.to 0 CD OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION(SEE NEER REGISTERED IN FLORIDA. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. z SECTION 202,REGISTERED TERMTTICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE SEE NOTES FOR SHOP DRAWINGS. W Z '"' PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING REINFORCING STEEL ELECTRICAL NOTES DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE DWGS.ARE DIAGRAMMATIC&INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. 0 _j 2: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN 2• CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036"AND BE MANUFACTURED LH ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECTS ATTENTION PRIOR W Q 0 p TERMITES.TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA 1. REBAR SHALL BE ASTM Afi15 GRADE 60 DEFORMED BARS,FREE FROM OIL,SCALE,AND FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446,GRADE A,AND SHALL BE HOT- TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. Z = W DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." ALL WORK SHALL BE DONE IN ACCORDANCE WIl"4d THE LATEST EDITION OF THE NATIONAL p (n RUST AND PLACED IN ACCORDA CE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DIPPED GALVANIZED. q W W NOTE: ELECTRICAL.CODE&ALL CODES,REGULATIONS&RESTRICTIONS HAVING JURISDICTIONS. ui z J = " DETAILS OF THE ACI STANDAR AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SET REVISION INFO W z 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION LIQUID BORATE 3. HANDLING,ERECTION AND BRACING OF TRUSSES SHALL BE IN ACCORDANCE WITH TRUSS F- " R GROUND-FAULT CIRCUIT PROTECTION;ALL 120V SINGLE PHASE, 15&20 AMP OUTLETS INSTALLED c e �,. OR BORA-CARE PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT SHOP DRAWINGS FOR REVIEW FRIORTO FABRICATION. HORIZONTAL AND VERTICAL BARS PLATE INSTITUTE RECOMMENDATIONS TPI's TPI/WTCA SCSI 1. OUTDOORS,IN BATHROOMS,&GARAGES SHALLHAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. a- GC op APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. SHALL LAP 6 x BAR NO. SEE LA SPLICE SCHEDULE. UNSCHEDULED FIELD LAPS ARE 0 GC W z 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED � SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED(110 VOLT TYPE)TO F Z C) 0 0 PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. SUBJECT TO ENGINEER'S REVIEW. 4. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. NON-SWITCHABLE KITCHEN OR BATHROOM LIGIMTING CIRCUIT AND SHALL NOT BE CONNECTED TO THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER.SMOKE AND CARBON MONOXIDE I— LU = OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24"A.F.F. DETECTORS SHALL BE PROVIDED W/VISIBLE"POWER ON INDICATOR"AND A TEST BUTTON WITH z Z 5. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS OF ALTERNATE CONNECTION BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. MASONRY (IF NECESSARY) 2: W � DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ALL ELECTRICAL SWITCHES SHALL BE 48"A.F.F.UNLESS OTHERWISE NOTED AND A MIN.OF 6" SHEET DESCRIPTION ,,..� (D Lu ZO FROM EDGE OF OPENINGS. Z U1.FIELD REPAIR NOTES 1. ALL BLOCK WALLS SHALL BE TWO-CELL HOLLOW CONCRETE MASONRY REGULAR SIZE 6. THE LOCATIONS OF GIRDERS AND TRUSSES SHOWN ON THE ROOF FRAMING PLAN WERE ALL WALL RECEPTACLES SHALL BE 12"A.F.F. UNLESS OTHERWISE NOTED. GENERAL pa p i. MISSED"J"BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED W/1/2"DIA.EPDXY ANCHORS BLOCK MANUFACTURED IN CON RMANCE WITH ASTM C-90,GRADE N,fm=1500 psi. USED TO FACILITATE DESIGN OF FOUNDATIONS,WALLS,AND BEAMS.THE CONTRACTOR ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 Q W Q WITH 6" EMBEDMENT. SIMPSON"SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP SHALL SUBMIT TRUSS SHOP DRAWINGS FOR REVIEW BY THE STRUCTURAL ENGINEER OF CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY,THE LOCATION OF SERVICE AND NOTES W QV RECOMMENDATIONS.SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. MASONRY WALLS TO BOTTOM 0 TIE BEAMS BEFORE PLACING CONCRETE FOR IN-WALL COLUMNS. RECORD PRIOR TO FABRICATION.THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP SHALL LOCATE METER AND PANEL AS REQUIREDEn ., z = z 2. FOR MISSED VERT. DOWELS DRILL A 3/4"DIAMETER HOLE 6"DEEP AT THE LOCATION OF THE GROUT USED TO FILL MASONRY ELLS SHALL COMPLY WITH ASTM C-476,AND SHALL DRWIGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING VERIFY ALL CONDUCTORS AND BREAKERS W/EQUIPMENT MANUFACTURER SPECIFICATIONS. �-+ Q OMITTED REBAR,AND INSTALL A 36 LONG#5 BAR INTO THE EPDXY FILLED HOLE.USE A TWO PART PROVIDE A MINIMUM COMPRESS VE STRENGTH OF 3,000 psi AT 28 DAYS. THE GROUT COMPONENT LAYOUT.SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED <t EMBEDMENT EPDXY(SIMPSON"SET", EPDXY),MIXED PER MANUFACTURER'S INSTRUCTIONS.ASSURE " PROFESSIONAL ENGINEER. ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30"A.F.F. W = z THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND AND MIX SHALL HAVE A MAXIMUM 3/ COAR AGGREGATE,AND SHALL BE PLACED WITH PROJECT NAME Q'- p A SLUMP OF 8"TO 10". PLACE ROUT IN RDANCE W/ACI 530-05. IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM LIVING ROOM,PARLOR,LIBRARY,DEN,SUNROOM, w O USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY.ALLOW THE EPDXY TO CURE TO BEDROOM, RECREATION ROOM,BATHROOM,GA46E, BASEMENT,LAUNDRY AND OUTDOOR AREA,ALL z MANUFACTURER'S SPECIFICATIONS,THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. TYPE S MORTAR SHALL BE USED XCLUSIVEf ON THIS PROJECT. MORTAR SHALL BE 7. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED 125-VOLT, 15-AND 20-AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. Z �+ PROPORTIONED AND MIXED AS UTLINED UNDER ASTM C-270. HORIZONTAL AND VERT. TO FACILITATE THE CONSTRUCTION SCHEDULE,AND MAY CHANGE PREDICATED ON THE THERE ARE NO EXCEPTIONS. p ,.♦ W 3. FOR MORTAR JOINTS LESS THAN 1/4 ,PROVIDE(1)#5 VERT.IN CONC.FILLED CELL EACH SIDE OF " TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. •-+ THE JOINT(BAR DOES NOT HAVE TO BE CONT.TO FOOTING). MORTAR JOINTS SHALL BE 3/8 HICK UNLE OTHERWISE NOTED. REMOVE MORTAR PLUMBING NOTES = dd p D W 1 SIMPSON PROTRUSIONS THAT EXTEND I CELLS TO E FILLED. GC 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTE WITH O S THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND p p = MTSM16 TWIST STRAP W/(4)1/4"X 21/4"TITENS TO MASONRY AND(7)-10d NAILS TO TRUSS FOR UPLIFTS 8. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE RESIDENTIAL Lu LESS THAN 860 LBS(USE(2)MTSM16 FOR UPLIFTS LESS THAN 1720#3. NO MORE THAN 10 STRAPS MAY 0 u- (A � BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW. IF GIRDER TRUSS C 2. WHEN REQUIRED,HORIZONTAL RTAR JOI SHALL BE REINFORCED WITH STANDARD 9 GAGE LADUR-TYPE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ALL HOSE BIBS SHALL BE FURNISHED W/BACK FLOW PREVENTERS AND BE MOUNTED 26"ABOVE Z 0 = O DUR-O-WAL(ASTM CLASS B-2, T-DIPPED VANIZED)AT ALTERNATE COURSES(16 • ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER GRADE. LOT/BLOCK W F- GC ON CENTER),UNLESS OTHERWI E NOTED. J REINFORCEMENT Stall BE SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES,PIPING, ,Z 0 z AND SHALL LAP A MINIMUM 8". EQUIPMENT,ETC. TBI NUMBER cn z SHOP DRAWING REVIEW SHOWER HEAD o NAILING SCHEDULE: 3. LAP VERTICAL REBAR 6 x BAR .,U.O.N. HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE 7'-4" MODEL E z W ,- Q HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6 10 a. < o cn CONNECTION COMMON NAIL NUMBER OR SPACING 4. MASONRY CONSTRUCTION AND TERIALS S CONFORM WITH ALL REQUWBG S OF 1.SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT z THE'SPECIFICATIONS FOR Y STRU (ACI 530.1-05/ASCE 6-WTMS 602-05), OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRAC- GENERAL NOTES ALL M Z 0- > AS PUBLISHED BY THE MASONR STANDARDS COMMITTEE. TOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY,LENGTH ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES,RULES,REGULATIONS AND v W p ''' >- SOLE PLATE TO TRUSS OR BLOCKING 16d 16 O.C. Q RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. LTV � W p z ELEVATIONS,DIMENSIONS,ETC. ELEVATION NAME = W l z a STUD TO SOLE PLATE, TOE NAIL 8d 4 CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.THE ARCHITECT SHALL BE Cn V W W DOUBLE STUDS, FACE NAIL lOd 24' O.C. 2.ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. z W 0 ROOFING THE ARCHITECT/ENGINEER. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. ALL 0 oC ce c- w DOUBLE TOP PLATES, FACE NAIL lod 16' O.C. ALL ROOFS SHALL BE CONC.R TILE UNLE MODIFIED BY PRODUCT APPROVAL SUBMITTAL. DRAWINGS SHALL NOT BE SCALED. 3.SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS(CON- N W TOP PLATES LAPS AND INTERSECTIONS lOd 3 TRACT DOCUMENTS)ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM INSTALL SOFFITS PER FBCR R703.1.3 AND R6i6. ,� �� c5 o TRUSSES, LAPS OVER WALLS, FACE NAIL 16d 4 THE ENGINEER. SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS(AS REQUIRED). Cl z = z BUILT-UP CORNER STUDS 16d 24' O.C. 4.IN ALL INSTANCES,THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS � � � STUDS TO SOLE PLATE, END NAIL 16d 2 ��- (In m CHECKED,UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER. SHEET NUMBER A QLU 0 Q 6o U W m V u- OFFICE COPY I .k o c v o ERIAL NUMBER 1014.0 { TO THE BEST OF NT WMEDGE,THE DESIGN DEPICTED ON THIS I DRAWING COLLIES WITH THE APPUCABIE MIN"BUILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELDW. June 27,2016 ,O-i Z N '; B SOF F4 c�C A7.62 A7.62 Q� 0 O 0,0 = 93t00 _pn � 1_pn t-8m 9 5i-gn 1 64tn a ; 48"X48"X4" CONC. �° � AR9673 o 00 'f '_ " 0 8 2 , PAD 3" ABOVE, , 3'-3" 10 11 8'_91t 101, �� 40 GRADE. ------- 000000 0 II FRED ASG _ I21 f I 1 Z LL. 1 11 11 tl II 11-11 31-0 21-6 1I-1 ; I 61-4 3 1-11tl MANUEL GONZALEZ,AIA 1!-■I 0 23'-911 AR 96730 z a z 0 ' , o I i ' ' ' GAS LINE FOR TANKLESS z'cin °C I "' WATER HEATER HB E = LCOC I------ ---------� L--------------- �----- t n -- - --------- �- ----- r-I .7 CI.. , ' -9 �' ' .� �-1, I N oo ON o W J , ( _ , I , W ER N � o ter- Ll SO ENER LOOP ,- „ ,_ „ N M r W I '� O �� �� I 21 3 o 0 6" PLUMBING �' 3t_2tt 1'-11" _ 1 --1 0 CN W I ' " ' SLOPE SLAB @ o = _ � tt WALL �_ 11 6 PLUMBING � � � 8 O z 22 -2 5 1 WALL _ n W �; ` ¢ z 16 1/8 PER FOOTob 8 W � 0 , , L----------\ I - I _ ar 1 I r------- J O 0 0 i I I _ _ rn ' I I I r —_—— '-1 O 4 rTf-- f7-1 0 0 d' , I I , , 1 ► 1 Wz 1 i � � �o ii --� , I L__Ji AlN w A A ry o Q _ \ A1.N � � I I I � t_ '11 TYP. 2 A Z � I�u \ ` I f I 1 1 1Q GAS LINE FOR A1,N A w \ TYP. � O. � � \ f I I I I I ( cC Z . I I I I V W a=. O I I i i i I i DRYER 0.4 ►-a ,¢ a .�� // . I I I I - I I I A 0-4 ____ O QO ❑ -------- � I I � �--� r--- -I I I r-- t n t n 1 n1. a d � O V '-' --� I `:. I I v I I I I 3 -11 2 -0 2 -7 W W a U- -j ' ' i i i ii cn c~n ►� � \ V T Z J 1 \ I I I I I W Q I I I I _ 0 0 \ \ I ► 11 r-� p O t 0 _ LL CD L J _ ------ ------------------- '-i r----- ------- - ----------------- M13 13 CD Cc m , 0 -0 71 _411 O --- - V z0 FINISHED FLOOR SLOPE PAVERS @ LU 0 0 can NOTE: FIN. FLOOR TO BE 18" - - - - - - - - - - - - - - - - - - - - 1 8" PER FOOT A DRAWN BY � 0 22'-8%" MIN. ABOVE CROWN OF ROAD ' A7.62 S. FOX I I , I� _I IID r �W r� �� 1 It � m z lie zT -----j- I L____ _________j ------------ ---_-_= r 14-p CHECKED BY r- 0 -----� r-1 ( /��- 1 I I r--- - ---� cn Q 1 I , I I ► 1 I I I I , , H. CRUZ Uj W LJ- f l I I I - - L.J / �-- o` _ _ "' ------------ I ❑ o SCALE N � 00 tlJ / ------------- �0 z fu, , 6 PLUMBING--"-. III ; i- I , i \`-� 1 --- WALL _ - ;.. 0 SLOPE PAVERS @ w c=n 1/8" PER FOOT _ ,t 1 - p T__j I 1 ��. 20 o 6 I I I 4 PLUMBING WALL - cv 0 c rA I I�-=�� I ; - - - - I ' �'�------- ----- - TYP. U.N.O. "' SHEET DATE V O A7.62 , I f 1 , I , r -,� - - r 05-02-16 o PAVERS ON I I I I 1_ 11 I ,_ „ o STEMWALL I I PROVIDE ; I 1 I I I 6 11 14 4 1 o o SHEET REVISION INFO � o � C LJ a FL o i I ELECTRICAL CHASE I , 1 TYP. , I ► L__ __ _ I - --•- TO ISLAND f o r' PE Q J 1 01 Uj Z (f) O C�7 ' i i ' i i i i ��i '-' PAVERS ON �n I I m WLn , L- I , , I,, q I STEMWALL Q � �--I I I I I I I f ' � I ,. W Q Q Q , I I ' I I ' I ' ' I k o ' ' ' I SET REVISION INFO Z = Q W _ --� I I I I I I I I I I I I_ n J I ri -� n I r-- 3: LU �n - I L- -------- -- ----- ------- -------------1--- ------ ------------------ I 1 -m se- - I -----1-'-----------------------------� I❑ O O V'� J W O ❑ I -� r----------- r----- r------ r- _ r------ I ❑ CD ce '4Si -.SHB GAS LINE TO COOKTOP 0'-0" ELEV. C� cce w Z pl_pt' ELEV. I I z0 > T.O. PAD (TYP. OF 5) cn o PAD (TYP. OF 2) W T.O. z U SHEET DESCRIPTION (n w 0 z V' W 0 t t n 61_2n pn LAB LAYOUT , z Uj 0 81-211 I , t tt t n D Q W 0 9'-On 77 -0 7-011 via v I I z = Q 931-011 cc W = z PROJECT NAME `� cri C B DUVAL COUNTY Q O to A7.62 A7.62 0 ? ATLANTIC BEACH CC - Uj W o U- v = 0 = HERITAGE z O w LOT/BLOCK 0072 " Uj U- C:) z �„ TBI NUMBER 0072 z0z zo FFICE COPY MODEL zW � Q 0 En a SLAB LAYOUT r DAVENPORT � Qo � X � z a SCALE: 1/4" = 1'-0" SHINGLE �-- ELEVATION NAME r W W 0 STEM WALL FOUNDATION w SHINGLE � � W Q z NOTE: FIELD VERIFY ALL GAS LINE Q �' W LOCATIONS PRIOR TO POURING SLAB = SHEET NUMBER W cc o0 W Z in � � = Al .,62 o z m ADDITIONAL NOTES AND SCHEDULES C� :00/ ' z ; 0 0 0 pC ERIAL NUMBER 1014.0 CAN BE FOUND ON SHEET A1.N TO TIIE BEST of Nr KNOWLEDGE,7W DESIGN DEPT o ON nus DRAWING COMPLIES WrrHi THE APPLICABLE rua I�u� p�eu ING WK IN MOMrAS OF DATE K CERTFI r ION BELOW. - SLAB LAYOUT NOTES : June 9,2016 o 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS. OF FZO N 0000000 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS co o c� 0 M 0co 0 c� 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE 0 p OAR967 ° � -- 4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. G�, ;00 �� S 0000 00 INDICATES DOOR OPENING FRED ASG �? U_ MANUEL GONZALEZ,AIA O AR 96730 Z O W jai _ ce 0 a� 0 W J ooon 00 aW. 0 w c W ¢ CC3 ■ co 0 W O A � UQU 1 g o pip0 w ■ > cc W.W.M. PLACED IN UPPER S o "' 0 1/3 OF SLAB OR FIBERMESH _ v o E� REINF. PER PLAN ►� waw �� 03 = 0 1/8 (MIN.) SAWCUT x 1/4 OF a o O SLAB THICKNESS SEE W z FOUNDATION PLAN FOR LOCATION w A a WOa A Z Wce az AU � asIS 0.4 Uj Z W 0 _ ¢ � E x o - ce a o � W W J ® F� N X O W k) a ooU_ SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 J TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, a.ce AS CONCRETE ALLOWS WITHOUT RAVELING i fokno z O w DRAWN BY ce ce ce m � S. FOX z`Z CHECKED BY O w12 H. CRUZ CUT DETAIL Z w SCALE: fill-- _i-0 SCALE A1.N ¢ ---- W o ` - SHEET DATE �' 05-02-16 0 w � b I in SHEET REVISION INFO ��- o ---- W Co V to W Z (n W Z m W 'S 3 2 = o w SET REVISION INFO W J W _ Z V I-- cc g (A >- FRONT WALL OF GARAGE C o- c3e ca CD ce LU Z o o 0 PROVIDE 11/2 D x 4" W 3 � W = RECESS AT GARAGE DOOR Uj z z SHEET DESCRIPTION p _ W PROVIDE 4 1/2" D x 8" W w RECESS FOUNDATION z W SLAB RECESS 1 z IN SLAB 41/ " SCHEDULES AND V o a > o BRICK PAVERS W LU > U AR. v NOTES—GARAGEUj FIN. FLR. Ln a a , ,_4--- -�--- DOOR CL `�' _ °• SLAB PROJECT NAME Uj z ' RECESS ce (n > : II I ! ce z w WALL PER - z DUVAL COUNTY 0 0 v ( { ATLANTIC BEACH CC - o = o • .. ( � 1= PLAN 5 � � � t— V0W a • ! w _ HERITAGE z0W � z ,�.. LOT/BLOCK 0072 z 0 z Z 0 - Z TBI NUMBER 0072 U) o o MODEL Uj E3 DAVENPORT iceW ¢ o. > W W 0 Z M W ¢ 2 SECTIONI— ELEVATION NAME (11 W 0 AT w can- 0 W SCALE:1�4„ i�-W V) SHINGLE aW � � ALN `jE Ur Z tz = Z Z vim W < SHEET NUMBER 3 � _ W O OFFICE COPY = A 1 . 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SHEET DESCRIPTION W En W,0 = Z LLj 0' 81_211 31_011 111_011 231_411 141_611 71_011 61_211 pi 0 FIRST FLOOR - � ce Q PLAN Ed > 0 9,_p„ 771_plr 71.01, V = = 0 � I 1 11 1 o Jz 93 -0 m o = z PROJECT NAME W ,� O B � az A7.62 A7.62 DUVAL COUNTY e W z oW o ATLANTIC BEACH CC - w__ 5W ;5 =) o En W HERITAGE zO u � u, = 0 LOT/BLOCK 0072 z oz z '�- z 0 Ln TBI NUMBER 0072 o �, o MODEL E *cozy DAVENPORT a W > FIRST FLOOR P Uj0 � � w W z Q SCALE: 1/4" = 1'-0" SHINGLE I—� ELEVATION NAME - zv o W SHINGLE =_ � OFFICE COPY Ln z o z t~! w SHEET NUMBER W � W m in ADDITIONAL NOTES SCHEDULES, & DETAILS = A2v62 Uj co Uj '_j CAN BE FOUND ON THE A3.N SHEET. f, U o� o ERIAL NUMBER 1014.0 R TO THE BET OF W KNOWLEOfE,THE DESIGN DEPICTED ON THS DRAWING COMPLIES WITH THE APPLICABLE NBIUNIM KWDM E,r CODE IN EFFECT AS OF DATE OF CBITI MION BELOW. V June 27,2016 N ~ C rB DE Fz WA7.62 A7.62 Poarcaaaa aU �� as a Q9 (D O �3 0 E o� m I I a a a a O �- p 0 89673 0:,4 as S a00 0 aaa�, 201.311 RED ASG U_ 71-51" 9'-1111 MANUEL GONZALEZ,AIA Q O L# AR 96730 Z Z o z(nW ........... cc & pwJ I I BATH 3 I c, 00 M 1.? 00 O t 1 11 1 M W , 9 -0 CLG. r, , N a, o 14-3' VAULTED CLG. 5'-4" .� w Q co ~ p9EDROOM *4 CIO /0-0 I _ w i I 1 1 11 _ 9 -0 CLG. " 21.211lt cn w i I 81_611 , 51_(]B 31 211 ' Q 7 �N , � wz i I I o ' 12 0 to ! 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LINE 1 C , FROM 181-311 z ' ocn0c`�.� i I , TO 91011, �ZC = � � ' w Z I I m w I ! I z = a w ; I SET REVISION INFO `i' ' --------------- ---------- ---------- ----------------- ------------------------------- 6 ' - cn L----------------------- - - --------------------- --------- Z -- 1- - --------------------- ------------ ------------------------I z O j I I Fes-- U p 51_11 41_711 A 1_711 w z I of 41 1 `1 SHEET DESCRIPTION ! ] gw � MwWZ 201_311 Z SECOND FLOOR LU ce ce 4z PLAN Q w LU �� 0 l Z = z I I Ln ED W Q Q a o (n z PROJECT NAME p C B Fe "' A7.62 A7,62 DUVAL COUNTY oc , zz � w ATLANTIC BEACH CC W = HERITAGE z0LU Z ��.. LOT/BLOCK 0072 Z o z TBI NUMBER 0072 cQ o z MODEL � 0Q Oc" � DAVENPORT I ce W > SECOND FLOOR PLAN LU LU Z a SCALE: 1/4" = 1'-0" SHINGLE F_ ELEVATION NAME Z � wo L1J Uj o to SHINGLE t LU � p z o OFFICE C z z = � z COPY w = SHEET NUMBER w Uj � W ADDITIONAL NOTES SCHEDULES & DETAILS = A3.62 w m z � � 0 0 CAN BE FOUND ON THE A3.N SHEET. 4C V F-- O pC ERIAL NUMBER 1014.0 �t j TO THE BEST OF MHS KNOWLEDGE,THE DESIGN DEPICTED ON THIS (3EiOOR OOR TAG CODE IN QCT AS OF DATE OF CBt MCATION BSM►. F' DRAWING COgPIffi WITH THE APPLICABLE MININUM BALDING DOOR SCHEDULE June 27,2016 o v CALL-OUT .. Z N ~= TYPE SIZE REMARKS OF FCQ ce A` CC1Cp 0 �l r 1 THERMA-TRU INSULATED 3'-011 X 8'-011 co D� ENTRY DOOR F�° 0 £# m t " t tr ca a 2 HOLLOW CORE DOOR 2 -6 X 8 -0 pR 67 3 DOOR 21-8" X 81-011 SELF-CLOSING, SOLID WOOD NOT LESS THAN �1' 0 000 x 1-3/811 / OR 20 - MINUTE FIRE - RATED R z 4 HOLLOW CORE DOOR 21-011 X 81-011 MANUEL GONZALEZ,AIA o 5 SLIDING GLASS DOOR 12'-011 X 81-011 3 PANEL/ TEMPERED AR 96730 _ � z n 6 GLASS SHOWER DOOR 2'-011 X 6'-4" TEMPERED � _ 7 HOLLOW CORE BI-PASS DOOR 61-011 X 8'-01' -' m 8 O.H. METAL GARAGE DOOR 16'-0" X 8'-0" NON-INSULATED DESIGNER RAISED PANEL aN J00 9 HOLLOW CORE DOOR 2'-611 X 61-811 ® '? °° Q 0 T/2 0o M a. 0 10 NOT USED01 p u i `= 11 HOLLOW CORE DOOR 21-811 X 8'-0" ju> ~ mo Q 12 HOLLOW CORE DOOR 21-011 X 61-81tQ w O A in = 13 HOLLOW CORE BI-PASS DOOR 51-011 X 6'-811 W g 0 r � zcon w O x 0 w Z WINDOW TAG SHINGLE , WIN DOW SCHEDULE WINDOW CALL-OUT ►-� w ¢ zo TYPE SIZE REMARKS a O O tt z A SINGLE HUNG H33 25 1/2tt X 37 3/8 VINYL-LOW E w z Uj ce ce z B SINGLE HUNG 26 3611 X 7511 EGRESS / VINYL-LOW E AUj w 0 C SINGLE HUNG 36 52 1/8" X 75" EGRESS / VINYL-LOW E � Z � � A z ¢ x D FIXED GLASS 4811 X 6411 VINYL-LOW E /TEMPERED x o 140 o E FIXED GLASS 24" X 3611 VINYL-LOW E TEMPERED a O 12 J / ^ N o F SINGLE HUNG 25 36" X 62" EGRESS / VINYL LOW-E G SINGLE HUNG 26 (2) 36" X 7511 EGRESS / VINYL-LOW E m H FIXED GLASS 3211 X 16" VINYL-LOW E cc !Y U Z I SINGLE HUNG H33 25 1 2" X 50 5/8" BLACKED-OUT/ VINYL-LOW E Oce / o n J FIXED GLASS 24" ROUND BLACKED-OUT/ VINYL-LOW E DRAWN BY cuej ce W LK SINGLE HUNG 25 2 3611 X 62" EGRESS VINYL LOW-E S. FOX O / z o CHECKED BY u a H. CRUZ LU Ce U'j INSULATION SCHEDULE SCALE cc W ¢ > -VA L U R O ¢ - LOCATION TYPE zU.N.O. cWn CEILING @ LIVING AREA FIBERGLASS 38 O SHEET DATE O EXTERIOR WD. FRAME WALLS FIBERGLASS 19 05-02-16 u o _ WALLS @ LIVING AREA FIBERGLASS 11 4 ATTIC SPRAY FOAM SHEET REVISION INFO w 0 ---- m V p W Z un O cD Q W Z Z co WSET REVISION INFO III Ujw zJi w �-- gcem zo � Z z SHEET DESCRIPTION V1 W D Z » 0 jE Z � FLOOR PLAN NOTES, a o SCHEDULES, & DETAILS m cc z Uj o ¢ > U a STAIR RAILING AND 15 TREADS @10"WtV NOSING Uj STAIRS NOTE: PROJECT NAMEGUARD RAILING NOTE�_ A Uj 18 RISERS @ 7 9/16" DUVAL COUNTY n SECOND FLOCR 311 °C LU z W STAIR RAILING AND STAIR GUARD RAILING " - - 17 TREADS @ 10 0 0 � � 11 4 3/4 __ �,,\ �-RAILING @ 36 ATLANTIC BEACH CC o = o SHALL BE CONSTRUCTED TO WITHSTAND A -- ���� * ACTUAL STAIR RISER TO MOW CONCENTRATED LOAD OF 200 POUNDS APPLIED 61 HERITAGE (n W = 2x12 WD. 1"NOSING�J'P. BE VERIFIED BY W � �- AT ANY POINT ALONG THE RAIL IN ANY "' DIRECTION. IT MUST ALSO WITHSTAND A CARRIAGE CONTRACTOR IN FIELD Uj _ RE ' LOT/BLOCK 0072 z ~ UNIFORM LOAD, NOT CONCURRENTLY WITH THE � (3 Q D.) z 2x WD. TBI NUMBER 0072 z o z CONCENTRATED LOAD, OF 50 POUNDS PER °` z LINEAR FOOT APPLIED ALONG THE RAIL IN ANY TREADS TYP. co MODEL O a o z DIRECTION. INTERMEDIATE RAILS AND POSTS �' WD. DAVENPORT ^ a � (IN-FILL) SHALL WITHSTAND A HORIZONTAL NAILER w o z LOAD OF 200 POUNDS APPLIED AGAINST ANY f- ELEVATION NAME I" W z a ONE SQUARE FOOT AREA, NOT CONCURRENTLY LJJ - U o WITH OTHER LOADS. FIRST FLOOR (n SHINGLE (A o Uj W 0'-0" FIN. FLR. �] ,� U � THRUST z = z0 BLOCK z ~=,Z Q SHEET NUMBER A TAIR4j -o = � s c oE TI N cOc SCALE 1 4tt _ 11-Olt = AIN Q W m W A3.N / OFFICE COPY V Z J U_ DOLL- V P- O pC ERIAL NUMBER 1014.0 M THE BEST OF W W111 LEOGE,THE DEM DEPICTED ON TIM DRAWW COWIM KM THE APPIId M NOQ"BUA= ELEVATION NOTES ��"��°F AM°F` 'n"OEM. July 25,2016 z N� PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM OF Ft FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR Q'C w ROOFING PER 1� � 0�'`�� �����' @�= TOP OF ROOF/ RIDGE DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED C-7 � _ r_ CONTRACT (TYP) OTHERWISE aNr � . : ce co '-0' 2, FOAM APPLICATIONS FINISHES SHALL BE ACCORDING � 0 0 0 t) ; ITO EACH ELEVATION AR96� 0 V ; CORAL-LIGHT OR EQUAL PRE-FINISHED 0 etc, FOAM APPLICATIONS SHALL BE INSTALLED AS PER '� X0000000° '�. 3' MANUFACTURER SPECS. U.N.O. ED A�G� N.O. PRE-CAST STONE APPLICATIONS, SHALL BE 'STONE o ; 4. CAST' FROM FOAM FACTORY INC. OR EQUAL, AND MANUE AR 96730EZ,AIA z cl ...:r�..: INSTALLED AS PER MANUFACTURER SPECS. i . r_ ._...... ........ I TRIM WORK FINISHES SHALL WRAP ALL OPENINGS f 6 _ _ PLATE HEIGHT @ FLASE DORMER z w i - - ,'•_••••--:- -• - - 5. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE ; 5.2.6 � � � € � � € � XTENDIN Uj W o~ 5 , , OPENING �- 5.2.6 -.f..; ; METAL WORK IN INTERIOR AND EXTERIOR RAILINGS ac z m 1x6 TRIM I 6. AND APPLICATIONS TO BE FAUX WROUGHT IRON Uj J - -a € ; ALUMINUM 040 M o ► -f .. : FLASHING ; THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, w o z ,�N 3 ; ' 7. ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE a aIS € € 5.2.6 w ao ;\ ; i ARCHITECT/DESIGNER `� H o E-- o^ �" TYP. 2'-8%" ' 2'-71/'1 ' THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETINGQ < w / 2 2 I A ■ Z = _ _ _ _ _ _ _ _ _ _ _ -�- PLATE HEIGHT WITH THE SUB-CONTRACTOR/ MANUFACTURER AND 0U 8 0 I I if —1111 11 11 11 18-0 - 8. THE ARCHITECT DESIGNER IN WH A w '" z - - - - - - - - - P.�AI� �U� / ob 1 o o ICH ALLCIO w ^ ARCHITECTURAL APPLICATIONS WILL BE COORDINATED g © iu>"' o .� 8 APPROVED PRIOR TO INSTALLATION o ' 5.2.6 ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING 9. ~' o o I TYP. x Z = o :....�..._: _. ._�...... ...._._....... .....� �... � 1x6 TRIM _ L.ti... .. ..1_,..1. _...1.._.. ... .... ... _ o A CD ADDITIONAL ELEVATION NOT U LU O ¢ I I oo 1 co I Q z cc ; ; ! ! ............._......._...._......._.... __...._..._.........................._.....................................................__....................... _._... .............._,�........ ._._ 1 PRE-ENGINEERED TRUSSES T BE MANUFACTURED W cc z I IA -���� �����••� •��� � WITH 7 HEEL E L in T LLJ °O --- ,--,: -� 2 - ALL HIPS TO BE MANUFACTURED WITH A 11/2" OFFEST AT CORNERS '••a rx A zw € T i f O i t t € ... FIN. f ......... ...... 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ECT NAME CD 42 ce z Z o °° o DUVAL COUNTY o __ ... .. .. _ I �..... a ATLANTIC BEACH CC :. En w � HERITAGE o � D4 , IIT ....:f. ....................:......:........�....j..�...........v FIN. FLR. W o FIN. FLR. o ® I © : : LOT/BLOCK 0072 Z zo Z w - - - - - - - 0 0072 z �.: . � Z .. . .:... .:.. . .. . ... :.....:. Q- � zo a -- - MODEL a 0 a 4" TRIM @ CORNERS 5 OFFICE COPY DAVENPORT 9 8 7 o (TYP.} { 5.2.6 5.2. Uj w o z 6 5 2.6 5.2.6 TYP. w W z a �-- ELEVATION NAME Z V w o W Uj gas 0 ASPHALT SHINGLE ROOF SYSTEM SHINGLE LU U_ zo T W PROVIDE RIDGE VENTS, TOLL BROTHERS < � ce co = SHEET NUMBER W W P.M. TO VERIFY LOCATIONS. RIGHT ELEVATION �— �' oc W �� _ �_ �� SHI GLE = A5.62 o z m SCALE. 1/4 - 1 0 ADDITIONAL NOTES AND SCHEDULES Z _3 t o 0 o CAN BE FOUND ON SHEET A5.2.62 PERIAL NUMBER 1014.0 M THE BEST OF My MKEDGF,n*DES M DEPICTS ON 7M NOTE: FBCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO BE �"'"� offak%MIME Cwmun '" mww ODDE>N e�ECT u aF Din of CERTIf7UTIDN BElow. 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OFFICE COP DAVENPORT Ind < `Uj � z ELEVATION wwza F— ON NAME z W W o w SHINGLE c W ASPHALT SHINGLE ROOF SYSTEM ui Z '_ z o Z Z PROVIDE RIDGE VENTS, TOLL BROTHERS Q w m = SHEET NUMBER z = P.M. TO VERIFY LOCATIONS. ,,,., LEFT ELEVATION T A5-1 .62 o Z m � „ - ADDITIONAL NOTES AND SCHEDULES z ; SCALE: 1/4 1 -0 SHINGLE a 0 0 0 ~ ERIAL NUMBER 1014.0 CAN BE FOUND ON SHEET A5.2.62 � �` it TO THE BEST OF MY KNOWMGE.THE DESIGN DMCIED ON TM DRAWING C"M WITH THE AFpLICABIE MINIMUM BMMG CODE IN EFFECT AS OF DATE OF CERTIFICATION ORM. ROOF PER June 9,2016 o z CONTRACT Fz ce LU 2X4 SUBFASCIA o t _ ROOF PER CONTRACT 2X4 OUTLOOKER ROOF PER 2X4 SUBFASCIA C07 O 2X4 LEDGER SIM. 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Z STRUCTURAL POS I I � oo u O A5,2.62 SCALE: 3/4" = V-0" SHINGLE x,2,62 SCALE: 3/4" = V-0" SHINGLE A5,2,62 SCALE: 3/4" = V-0" SHINGLE • t3 $ J W Z ( v .� D � O O 1X6 BASE I I 1X4 H D& p Q Z 0'-Ow FINISH S B CASIN p., O O moo � � o ::. w A W Z co ::.... :...._.. Wce a ; . O ..... W a. :._._..:.........:::........: :.. �..a ... 0 1 LLJ x o oC ''_' BRICK PAVERS :,......:.i ..........._. a O U a h- Z Q O � FOOTING :, � , �-+ (PER STRUCTURAL) .i................ ... U- .. .. 6"TRIM SHAKE SIDING ,,•,, SHAKE SIDING j FLASHING G. � FLASH rr-- ...................._ 2nd FIN.FLR. _ Ij Uj O ! 0 FIN.FLR_ ce in o P DRAWN BY LU ............. 4.... X FLOOR CA SYSTEM S. FOX W , 1 X 6 TRIM 1 X 6 TRIM m 1 X BLOCKING 1 X BLOCKING Z o 1 CHECKED BY o z 1 COLUMN DETAILo® SHAKE SIDING H. CRUZ cn a ru - 5/4 SI a " = V-0" SHINGLEIT SCALE o >- A512.62 SCALE: 1/2 I Z w ---- 00 a > Y; p. Q ! 1X6 AP ON M O0 ............. . :,. i............F i................... .. 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G SUPPLY ® RETURN EXHAUST FAN OF Ft� W FOR REFERENCE ONLY 0000 ' °°co) 0 E 'Y cC co) � � o 4 0 p oo R9673 00 cl CNA 00 00 vr 00 DC s 0000000AIC COMP RED AR,G MANUEL GONZALEZ,AIA 0 AR 96730 O Z W cC 1— O .. ...................... .............. ................................................................................................ a j W 00 ....... ......... ......... ....... ce con oo 00 M w W � z ® 't MASTER I ! a a . , w Q � I LU i>u = o BATH ' p = w OOs A g o o ��T.,........^"" v, MASTER O ................._.......................................... 1 .... ......... ._....... ....._... .......... . N J W Z > BEDROOM '"'' Go TWO CAR OwO !' ....................................... Q" O .............._._..................................................................... .......... GARAGE ............................... /' ' I ! 'f .. W 1 0 i 3 v ` � A.H.U. O OO w o j ( IN ATTIC I a A A ui I LAUNDRY w z W CL W cC z ! wmilcm 10"X10"AIR ! Q+ o. 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SMART BOX, SHEET DESCRIPTION W o z E_==� COMMUNICATIONS BOX, MEDIA BOX, HOME cn z Uj o DIRECTORY) SECOND FLOOR ce E INT. �] INTERCOM ELECTRICAL LAYOUT ce< L z FOR REFERENCE ONLY c� aWo H.. cnso cn � � a � o = z PROJECT NAME ce DUVAL COUNTY L z w o ATLANTIC BEACH CC - o� HERITAGE P-4 t� tnW � U- w zr- � LOT/BLOCK 0072 TB '` O z cn � I NUMBER 0072 _ � zoz o MODEL z �W� � � a (mn DAVENPORT CieW a SECOND FLOOR LECTRICAL LAYOUT ui w td z ¢ SCALE: 1/4" 1'-0" SHINGLE M I— ELEVATION NAME fnzww0 W SHINGLE GC can- 0W z = z 0 z Z vi m SHEET NUMBER w z W I.- 0 _o = I— y = E2.62 o W m OFFICE COPY 0 0 0 (pC ERIAL NUMBER 1014.0 3 } TO THE BEST OF W KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH TIN:AMLICARE MIN04M NADI Ni CODE IN EFFECT AS OF DATE OF COMFICATION BELOW. N OF F : W TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING 0 0 00 _ 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE 0 m BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS FOLD UP WEATHER HEAD FLASHING TIE-IN MECHANICALLY FASTEN AS WEATHER FOLD UP WEATHER °� ��'�' ` RESISTIVE BARRIER & 0 4 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE TEMPORARILY SECURE INS TRUCTIONS: NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER & 00 HEADER TO ALLOW FOR FLASHING INSTALLATION THROUGH FLASHING BARRIER TEMPORARILY SECURE 8967 � 1. UT, FOLD UP &TEMPORARILY G�, �,0°,�� ECURE WEATHER RESISTIVE 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE ABOVE HEADER TO WEATHER EXTERIOR RED A�G� BARRIER LLOW FOR FLASHING RESISTIVE SHEATHING 0 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD INSTALLATION BARRIER 6n MANUEL GONZALEZ,AIA z FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE WEATHER TAPE SILL PAN AR 96730 O RESISTIVE 2. NSTALL HEAD FLASHING UNDERIlo c BARRIER EATHER RESISTIVE BARRIER 2 � tnW .. V _ ..: ::.. (ASSEMBLED uJ =dt r:::::... 5 -n `' `• ...•...`. Q SILL PAN 3. OLD WEATHER RESISTIVE WINDOW ) a m L17:: : ::::. ARRIER BACK OVER HEAD 2 :.7:. ..Yr...::.•":. ' 0 cc z J :: :>::::.:.. LASHING AND SEAL WITH TAPE _ _ °° 00 :.: ;; :.:::;::::;... O c� f) `� FLASHING o F- A ' W a- � ...... DO NOT FLASH w =�.... m .............. OVER BOTTOMW cis: : ., CORNER O NAILING FLANGE o H 000 p A Q x:. ::: o0 z *Y NOTES: O ::.,'. :'1':::::::::: . FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE S ce (n ` (MIN. 611 WIDE). CONFORMING TO AAMA 771-07 J W z ' © o FLASHING FLASHING .� o Q oz to o . REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF .. . Z WINDOW SILL PLATE.o .............. NOTES• v� A . INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. a p W Q ::}: :::. n cc w z :::;.:;;.:.:::. 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6 WIDE) ,•,a Luo ¢ CONFORMING TO AAMA 711-07 . INSTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED w A a t w a. cn :r: :::: Z A w cc z BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 L' "' o 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERSEu A Z w Q 3. MECHANICALLY FASTEN AS NECESSARY O a o � 0""'� 0 ace p a Q O Jw ;ro N z J EXT-1 TYPICAL SLIDING GLASS DOOR FLASHING DETAIL 2 TYPICAL WINDOW FLASHING DETAIL p ce o D3 N.T.S. (EXT-1) D3 N.T.S. (EXT-2) a o ,� OPTION -A � a � o 0 0 6.I FLASHING z CONT. DRIP EDGE ce_ co CANT STRIP ACROSS DOOR HEAD DRAWN BY °° TO DIVERT RAIN WALL PER PLAN WALL PER PIAN p z SILL PLATE M. STRICKLAND f' = W CHECKED BY N >- 2 - SEE NOTE #2 RAIN DRIP 0. SWAFFORD m a > , REGLET 1 D OR IOR SCALE R 0 0 = _ 22 X 34 = SCALE AS NOTED U N WALL SHEATHING WITH WEATHER EXTERIOR 11X17 = 1/2 NOTED SCALE 0 0� o RESISTIVE BARRIER WINDOV cun SHEET DATE a o t j O 0c � NOTES: NOTE: aa- O z 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 611 WIDE) UJ m CONFORMING TO AAMA 711-07THIS DETAIL ONLY APPLIES AT EXTERIOR SHEET REVISION INFO o w z vi DOORS THAT HAVE NO IMMEDIATE OVERHAN S cn O00-4 M 2. INSTALL SILL FLASHING AS SHOWN ABOVE ABOVE THEM AND DOORS THAT HAVE A SECOND ' u�,, cn STORY WALL ABOVE THEM. y- co w 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS W Q O 0 cn w Lu U) J W WATERPROOFING AT EXTERIOR DOOR. EXTERIOR WINDOW SET REVISION INFO ;2: ,� v> >- z mEEXTERIOR OPENING OR BEAM E,�_6 HEAD DRIP DETAIL E,�,-_7 HEAD DRIP DETAIL z cC W z Al� con o o D3 N.T.S. (EXT-5) D3 N.T.S. (EXT-6) D3 N.T.S. (E `7) � zLU Luz W to O z SHEET DESCRIPTION E STANDARD 0 cC W Q Z0 Q NOTES & DETAILS z = o W (n J Q UJ rz PROJECT NAME O W V � W -. dui 0 W z FE CoeLOT/BLOCK w z zo z TBI NUMBER tet- . cn o zOQ MODEL W QALL %o 03 in o 0 w o z w z � ELEVATION NAME � _ tU ZW WO ,� Lu ALL r � z = zZ Lu SHEET NUMBER -a W � zw � ,.0 FE wo � W Co W COPY .. t-+ Z JU- OFFI E W 0 u- VF- O ERIAL NUMBER 1014.0 { n TO THE BEST OF W MOWLEDGE,THE DESIGN DEPICTED ON TK5 DRAWING COMPLIES Wft}I THE APPLICABLE MBM M BUILDING CODE M EFFECT AS CF DATE OF CERTIFICATION BELDW. ROOFING PER CONTRACT: ON (2) ROOFING PER CONTRACT (CONTRACTOR TO 7/16 SHEATHING PROVIDE PRODUCT APPROVAL FOR ROOFING z N M (CONTRACTOR TO PROVIDE PRODUCT SYSTEM) OF Fz0 APPROVAL FOR ROOFING SYSTEM) SEE PLAN ALL ROOFING UNDERLAYMENT TO BE 0000 00000 @� ALL ROOFING UNDERLAYMENT TO BE SELF-ADHERING POLYMER MODIFIED BITUMEN SEE PIAN �'<€2 o SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 19700 4 SHEET TO COMPLY WITH ASTM D 1970 0 3 oc m -'' PRE-ENGINEERED WD TRUSS, 24" O.C. � J 2X6W/ 2" DIA. A 3 o o } ;` ROUND VENT -'- ' INSULATION BLOCK c� F- 24" O.C. @ .. '' � �, � � 2X4 SUBFASCIA RED A� r METAL DRIP METAL METAL DRIP U- CARIBBEAN CLASSIC COASTAL EDGE EDGE J MANUEL GONZALEZ,AIA o 1X4 FASCIA CEILING INSULATION 1X6 FASCIA CEILING INSULATION AR 96730 - o (SEE ENERGY CALCS.) (SEE ENERGY CALCS) � 2X6 RAFTER TAIL z 4 w " VENTED SOFFIT W f 1/2" RIGID GYP. BD. o _ ER TAIL LEGEND @ 24" O.C. 1/2 RIGID GYP. BD. DIAM. VENTS @ 48" Lu W ~o DBL. 2x SYP. WD. 0. C., TYP. DBL. 2x SYP. WD. a m 1 x 4 T &G 1,_4„ TOP PLATE TOP PLATE00 , 00 o z J BETWEEN 2x SYP. #2 WD. STUDS ® N M ou RAFTERS OVERHANG 2x SYP. #2 WD STUDS „ v, 0 oR @ 16" O.C., TYP. FINISH MATERIAL @ 16 O.C., TYP. 3 z PER ELEVATION w WALL INSULATION REFER TO FINISH WALL INSULATION 0 W ¢ MATERIAL PER ELEV. FOR (SEE ENERGY CALCS.) "' � Co ELEVATION (SEE ENERGY CALCS.) PVERHANG, o 2x SYP. #2 WD. HEADER 2x SYP. #2 WD. HEADER H g z = � -SEE SCHEDULE -SEE SCHEDULE p A 00 0 o U w o o SCHEDULED WINDOW SCHEDULED WINDOW cn (SEE FLOOR PLAN) J w z (SEE FLOOR PLAN) * C3 WINDOW ATTACHMENT WINDOW ATTACHMENT o E COMPLIANT W/ FBC-R COMPLIANT W/ FBC-R Z 2x SYP. #2 WD. STUDS @ 2x SYP. #2 WD. STUDS @ 16" O.C., TYP. 16" O.C., TYP. ine uJ A 0 o WALL INSULATION WALL INSULATION w z A cc z EXTERIOR STRUCTURAL (SEE ENERGY CALCS) EXTERIOR STRUCTURAL—\, (SEE ENERGY CALCS) A 3; SHEATHING AS REQUIRED A SHEATHING AS REQUIRED CONNECT WALL PER BY FRAMING DETAILS CONNECT WALL PER a a o i z z BY FRAMING DETAILS FRAMING DETAILS FRAMING DETAILS � o o 0 2x SILL PLATE FINISHED BASE MOULDING 2x SILL PLATE FINISHED BASE MOULDING x N z J a 0 3/4 GYPCRETE (OPTIONAL) 3/4 GYPCRETE (OPTIONAL) 9 o WATER RESISTANT BARRIER TOP OF TOP OF �. � 3/4" THK. T&G SUBFLOOR FLOOR WATER RESISTANT BARRIER 3/4" THK. T&G SUBFLOOR FLOOR CL W 2 LAYERS REQUIRED) 59 a o 2 LAYERS REQUIRED) TRUSS ( TRUSS uC) POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUS WRAP � � z OR APPROVED EQUAL SYSTEM OR APPROVED EQUAL SYSTEM 75 ac 0 ROOFING PER CONTRACT. ON (2) ROOFING PER CONTRACT. (CONTRACTOR TO 0 o (n 7/16 SHEATHING 2x RIBBON FASTENED W PROVIDE PRODUCT APPROVAL FOR ROOFING 2x RIBBON FASTENED W U (CONTRACTOR TO PROVIDE PRODUCT TO FLOOR TRUSSES a SYSTEMS TO FLOOR TRUSSES a w APPROVAL FOR ROOFING SYSTEM) SEE PLAN PER TRUSS ENGINEER PER TRUSS ENGINEER > DRAWN BY m ALL ROO NG UNDERLAYMENT TO BE SEE PLAN z o ALL ROOFING UNDERLAYMENT TO BE WAINSCOT/TRANSITION SELF-ADH ING POLYMER MODIFIED BITUMEN WAINSCOT/TRANSITION W. GRIFFIN SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET TO C MPLY WITH ASTM D 1970 - SHEET TO COMPLY WITH ASTM D 1970 -�,- 2x RIBBON FASTENED BATT 2x RIBBON FLOOR TRUSSES FASTENED BATT NSULATION REQUIRED CHECKED BY PRE-ENGINEERED WD TRUSS, 24 O.C. S LEE - TO FLOOR TRUSSES INSULATION REQUIRED TO z W 2 X 6 W/ 2" DIA. � - PER TRUSS ENGINEER AT GARAGE (SEE PER TRUSS ENGINEER AT GARAGE (SEE °L a > ROUND VENT @ r-.- ENERGY CALCS) INSULATION BLOCK ENERGY CALCS) SCALE o _j 24 O.C. PRE-ENGINEERED WOOD FLOOR IA PRE-ENGINEERED WOOD FLOOR _ 2X4 SUBFASC TRUSSES VERIFY W/ TRUSS 22 X 34 - SCALE AS NOTED TRUSSES (VERIFY W/ TRUSS 1/2" RIGID GYP. BOARD -- ( 1/2" RIGID GYP. BOARD L-01k! METAL DRIP ENGINEER FOR TRUSS LAYOUT) METAL DRIP �\ }t �t ENGINEER FOR TRUSS LAYOUT) 11X17 = 1/2 NOTED SCALE 0 EDGE 1/2" GYPSUM EDGE 1/2" GYPSUM d 0 1X4 FASCIA CEILING INSULATION WALLBOARD ON STUDS SHEET DATE UJ ( DBL. 2x SYP. WD. TOP PLATE WALLBOARD ON STUDS 1X6 FASCIA (SEE E ERGY CA CSN ct o (SEE ENERGY CALCS.) W/ WALL INSULATION -- DBL. 2x SYP. WD. TOP PLATE � ( ) W/ WALL INSULATION 2X6 RAFTER TAIL cc F- (SEE ENERGY CALCS) VENTED SOFFIT W/3 (SEE ENERGY CALCS) o z @ 24" O.C. 1/2" RIGID GYP. BD. SCHEDULED WINDOW I. SCHEDULED WINDOW " 1/2 RIGID GYP. BD. = m DBL. 2x SYP. WD. SEE FLOOR PLAN DIAM. VENTS @ 48 (SEE FLOOR PLAN) SHEET REVISION INFO ( ) 0. C., TYP. DBL. 2x SYP. WD. W ATTACHMENT 0 1 x 4 T &G WINDOW ATTACHMENT WINDOW w z cn 1�-4" TOP PLATE HEADER SEE FRAMING TOP PLATE HEADER SEE FRAMING z v, 0 Q BETWEEN COMPLIANT WITH FBC-R COMPLIANT WITH FBC-R z 2x SYP. #2 WD. STUDS PLAN FOR SIZE AND DEPTH 2x SYP. #2 WD. STUDS PLAN FOR SIZE AND DEPTH RAFTERS OVERHANG „ @ 16" O.C., TYP. FINISH MATERIAL m w @ 16 O.C. TYP. PER ELEVATION J FINISH WALL INSULATION REFER TO WALL INSULATION � J � z = o w MATERIAL PER (SEE ENERGY CALCS.) � W � ELEV. FOR (SEE ENERGY CALCS.) (n ELEVATION VERHANG SET REVISION INFO o z -' z 2x SYP. #2 WD. HEADER 2x SYP. #2 WD. HEADER UJ � � � -SEE SCHEDULE -SEE SCHEDULE � o0 Z 0 > z SCHEDULED WINDOW uJ z (n 0 0 SCHEDULED WINDOW SCHEDULED WINDOW SCHEDULED WINDOW (SEE FLOOR PLAN) (SEE FLOOR PLAN) (SEE FLOOR PLAN) (SEE FLOOR PLAN) � 'z `n 1/2" GYPSUM WALLBOARD ON 1/2" GYPSUM WALLBOARD ON 1/2" GYPSUM WALLBOARD ON 1/2" GYPSUM WALLBOARD ON(n UJ SHEET DESCRIPTION w o STUDS W/ WALL INSULATION EXTERIOR SHEATHING TO STUDS W/ WALL INSULATION EXTERIOR SHEATHING TO STUDS W/ WALL INSULATION EXTERIOR SHEATHING TO STUDS W/ WALL INSULATION F- z � � EXTERIOR SHEATHING TO (SEE ENERGY CALCS) BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) (SEE ENERGY CALCS) (SEE ENERGY CALCS) STANDARD >- o BE FLUSH WITH THE EDGE BE FLUSH WITH THE EDGE BE FLUSH WITH THE EDGE o Q w p OF THE FOUNDATION, 1/4" 2x SYP. #2 WD. STUDS OF THE FOUNDATION, 1/4" 2x SYP. #2 WD. STUDS OF THE FOUNDATION, 1/4 2x SYP. #2 WD. STUDS OF THE FOUNDATION, 1/4" 2x SYP. #2 WD. STUDS NOTES & DETAILS > GAP BETWEEN FOUNDATION II GAP BETWEEN FOUNDATION @ 16" 0 C TYP GAP BETWEEN FOUNDATION @ 16" 0 C TYP �W., a o GAP BETWEEN FOUNDATION @ 16 O.C., TYP. AND SHEATHING @ 16 O.C., TYP. z = z AND SHEATHING 2x P.T. SILL PLATE AND SHEATHING 2x P.T. SILL PLATE AND SHEATHING 2x P.T. SILL PLATE J m 2x P.T. SILL PLATE UJ �' < cn WATER RESISTANT BARRIER WATER RESISTANT BARRIER CONNECT WALL TO FOUNDATION WATER RESISTANT BARRIER CONNECT WALL TO FOUNDATION WATER RESISTANT BARRIER CONNECT WALL TO FOUNDATION PROJECT NAME 4 0 z 2 LAYERS REQUIRED) CONNECT WALL TO FOUNDATION (2 LAYERS REQUIRED) PER FRAMING DETAILS 2 LAYERS REQUIRED PER FRAMING DETAILS (2 LAYERS REQUIRED) PER FRAMING DETAILS 0 ui o ( Q ) PER FRAMING DETAILS ( ) POLYETHYLENE HOUSE WRAP YETHYLENE HOUSE WRAP . POLYETHYLENE HOUSE WRAP �¢ vi POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM OR APPROVED E UAL SYSTEM OR APPROVED EQUAL SYSTEM Q w z w OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE Q PROVIDE CONT. METAL TERMITE Q PROVIDE CONT. METAL TERMITE PROVIDE CONT. METAL TERMITE FLASHING SHIELD UNDER SILL PLATE FLASHING SHIELD UNDER SILL PLATE FLASHING SHIELD UNDER SILL PLATE FLASHING SHIELD UNDER SILL PLATE M = o W —FINISHED BASE MOULDING FINISHED BASE MOULDING FINISHED BASE MOULDING FINISHED BASE MOULDING cn UJ � MAIN FIN. FLOOR MAIN FIN. FLOOR MAIN FIN. FLOOR MAIN FIN. FLOOR ELEV @ pf_OII - :. . :.a ELEV @ OI.OII : : .. :. TE @ -0 44 :.� d ,., = o ELEV @ OI.OII : a. . LOT/BLOCK • �• , ' d t1J s as a. 4 Ll! w �, a 6 � Lu o 4. tJJ I'— DC Lu w : . Lu Q Lu 0 z o z "' > ' o I o I ' I ' TBI NUMBER zp (n I I III III I III III I III III . z z E: cn p III MODEL CONC SLAB W 4•. III III ( 4 CONIC SLAB W/ :• 4y. III4 CONC SLAB W/ _� . 4 CONC SLAB W/p � / _ `o UJ a - °° VAPOR BARRIER VAPOR BARRIER �- I I I I VAPOR BARRIER I I I VAPOR BARRIER C> co ( � :� ... . II II — — F� za _ _W > _ � .. : a III - - 4I, , Uz — III I- — REFER TO STRUCTURAL — REFER TO STRUCTURAL — REFER TO STRUCTURAL Uj L o z °� REFER TO STRUCTURAL _ ( I DRAWINGS FOR - I � I DRAWINGS FOR 6 - I I _ DRAWINGS FOR ELEVATION NAME E w i z Q - I I _ DRAWINGS FOR - �, - u k ko t� v W a - COARSE COUNT& M I I ( Q Q. III= COARSE COUNT& M III 4 111= COARSE COUNT& M I I ( .4 4 111= COARSE COUNT & z W o M III 4 III— FOOTING SIZE a. FOOTING SIZE FOOTING SIZE ALL _ ( ( I PROVIDED BY _ I I I (PROVIDED BY N o Q . FOOTING SIZE — . • I I I (PROVIDED BY • •. • •' _ I I ( (PROVIDED BY T--f _ OTHERS) _ III OTHERS) III OTHERS) _ III OTHERS) - III �n �--- (v = zoIII— '-' z I I (— SHEET NUMBER � m EXTERIOR WALL W W EXTERIOR WALL z o TH WIN D4W 4 TWO-STORY ALL SECTION 3 SECTION WITH WIN DOW 4 TWO-STORY WALL SECTION fr 3 SECTION WI Luca D7 SCALE: 3/4" = 1'-0" D7 SCALE: 3/4" = 1'-0" D7 SCALE: 3/4" = 1'-0" D7 " _ " gj OR SCALE. 3/4 - 1 0 F. o o LL- ERIAL NUMBER 1014.0 �,, ,-- 0 OFFICE COPY eF 2 TO THE BEST OF MY W M EC)GE,THE DESIGN DEPICTED ON THIS DRAWING COMKIES WAH THE APKKABLE MM41M BUILDING OWE IN EFFECT AS OF DATE OF CERMICATION BELOW. � V N SET N IRROR 3" FROM SET MIRROR 3" END OFF BACK SPLASH MIRROR=VANITY -5 FROM INSIDE CORNER DRYER VENT (TYPICAL) -lo pF F�p,Q W �P 0000000 Q GAS PIPE (TYPICAL) e � 0 FOR GAS DRYER ONLY ce _ 0 0 1._2.. m ORto X 0 �° C� �' COUNTERTOPS o DRYER VENT (TYPICAL) G� 0,<<v 36" HIGH X _ °D GAS PIPE (TYPICAL) `r % (VANITY-5") MIRROR M o FOR GAS DRYER ONLY RED AR 9 W m �� MANUEL GONZALEZ,AIA o OUTLET BOX ,� 1/4 MIRROR DRYER VENT BOX- AR 96730 J _ o CENTER SIDEWAYS - ATTACH PER MFR. 1-4 IN BACKSPLASH D D O D 1/2" RECESS 0 IN z tn W DRYER VENT BOX- FOR MIRROR ATTACH PER MFR. ce ch W O %0 INSTRUCTIONS Ia. m M o 2X4 HALF WALL00 ce- _, " YORKTOWN P.T. SILL PLATE �, P.T. SILL PLATE 00 O W J "' TRIM - MM MIRROR (IF SLAB ON GRADE) r, (IF SLAB ON GRADE) N to W © � z CABINET VANITY MIRROR INSTALLATION INSTRUCTIONS: a w W = a cda u 01. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. WITH PEDESTAL C1.4 '� �•' S w z = O 2. ATBATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS BUTT MIRRORS TIGHT AT INSIDE NOTE: 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 3 W � O NOTE: BRACKETS REQUIRED IF BOTTOM, OR REAR VENT LOCATIONS. 0 8 > w z 3. UPON INSTALLATION OF WOOD TRIM REMOVE REMOVABLE CLIPS VERIFY MIRROR IS GLUED 0 o COUNTERTOP CANTILEVERS MORE THAN 10 BEFORE REMOVING ALL CLIPS AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GA PIPE SIZES AND MAXIMUM ® E o 12" +/- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. ICA LENGTHS PER MANUFA URER S SPECIFICATIONS. Z 0 Waz x O W ujo INT_, KITCHEN HALF WALL DETAIL INT-2 MAc-%TER BATH MIRROR WOOD TRIM DETAIL INT-3 DRYER VENT BO FOR DRYER ONLY a o A `0 a D8 _ F1 (INT-1) D8 SCALE: 1/2" = 1F_0�� (INT-1) D$ " _ (INT-3) 0.4 A �.-� a o to SCALE. 1/2 1 0 SCALE. 1/2 1 0 k z Q � Wcez A d � a TILE OR STONE ON 1 2" COMPARE A cn / z �z TOLL APPROVED TILE BACKER (REFER HARDI BACKER BOARD MANUFACTURER'S O a o a TO CONTRACT SPECIFICATIONS OVER%" EXT. PLYWOOD DIM OF TUB & ►- O 0 o PUMP LOCATION a • ON 2X4 FRAMING. N z a WALL TILE a c� Occ � � o g W 2X BLOCKING BETWEEN REFER TO FLOOR PLAN, VARIES - SEE PLANS a. O STUDS (3 WALLS) � VARIES BY MODEL a o z 1 ROW OF TILE o VINYL LINER (3 WALLS) EXTENDED 5 „ 0 o cn UP WALLS z 2X4 @ 16 0.C. zxW � � oc — CORNER SHELF -' m 100% SILICONE SEALANT BETWEEN ce o (1) CERAMIC CORNER DRAWN BY z -0 TILE BACKER AND WET BED o � SHELF AT 48" A.F.F. z z o FLOOR TILE 2X4 LEDGER M. STRICKLAND U- m _ ` u Q FLOOR TILE o w ^ d- �r �r CHECKED BY oLL' X X DROP IN TUB X 2-2X4 P.T. THRESHOLD . • • W Q 2" SHOWER DRAIN `" "' "' 0. SWAFFORD oc z u- > �- + 2X4 CRIPPLES of . . . - . • - • . • . • . • •. • - •' W a J SCALE a 22 X 34 = SCALE AS NOTED PIR - � u�i -- TILE AT DOOR - --m 2X4 TO BE P.T. SUPPORT UNDER 11X17 = 1/2 NOTED SCALE o PRO-SLOPE PRO-SLOPE THRESHOLD WALL TILE WHEN IN CONTACT TUB AS REQ. BY °u; o b LINER SET IN SEALANT @ �, �- W/ CONC. MANUFACTURERS. o. ADJUSTABLE SHEET DATE o SHOWER DRAIN FLANGE OVER ROOFING FELT PLAIN WDROP IN TUB DERAIL SHEET REVISION INFO = m, U 2 SHOWER DRAIN owzw NOTE: D8 cn 0 0 NOTE: 3 4" X 9" RADIUS MARBLE SHELVES WILL EXACT SIZ AND SHAPE VAIRES BY MODEL AS SCALE: 3/4" = 1'-0" (FR-33) z = z BE USED IN LIEU OF CERAMIC WHEN MARBLE L A PLUMBING A E RIES. REFER TO SHOWER ELEVATION z / WEL S CC SO p. o W MARBLE TILE OPTIONS ARE SELECTED. ARCHITECTURAL PLANS BY MODEL. Lu Lu 0 LnJ WKNT-4 SHOWER & CURB ON FRAMED FLOOR INT-5 STANDARD SHOWER SHELF LOCATION �- ��. SET REVISION INFO µ, W z END POST TIED INTO FLOOR Qp� m D8 SCALE: 3/4" = 1'-0" (INT-4) D8 SCALE: 1/2" = 1'-0" (INT-5) JOIST BELOW EXTEND TO A�1ti oc W z BOTTOM OF FLOOR JOISTS. r z 0 > ? 0.10 W = END POST TO PENETRATE ow z SUBFLOOR. � W z SHEET DESCRIPTION 60 W 0 z v o FACE NAIL END POST TO STANDARD ce BLOCKING. o a W o 2x BLOCKING BETWEEN NOTES & DETAILS z z= o FLOOR TRUSS AGAINST oe ui END POST. "' a '' ' PROJECT NAME a o o SUB FLOOR.uj .-'' ,-'' ' ice' �� / /ice' � i' / ce W Z W �i� / // i� �i / / 0 Lni / 10 .01 .01 �, ;�-�, ��'', -' \`� /- LOT/BLOCK z O W z u.. ��\\ i� ' ��' ��'`�\\>1 TBI NUMBER Z 0 'moi //� //�� \\\\;\/ �,y i //moi �� � �� / i/� ry z Z z / � / cr ., �- OBER Q Q- (n / / �.♦ �,` ^ / j /ice i ' I 0 Z t •, lo o_ DEL � � /moi//moi '/''i�/ � \\\;♦�/ � //�/ /'i ce rn W a - - / / , \ \ ALL 2: NAILS(TYP) 0 ~ ELEVATION NAME - o Woa FLOOR TRUSS. - LuWz . u- ko z W 0 ALL � �ui W s.. P.. ry V z = z Z cn � SHEET NUMBER u Lu z = � U co � FR-34 HALF WALL TIE-IN DETAIL ?�, © W m W { w z D8 OFFICE COPT( Q o o o N.T.S. _ ERIAL NUMBER 1014.0 FR-34) 4 { t