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1692 MARITIME OAK DR - VOID ARCH DRAWINGS ; TO THE BEST OF W KNOWLEDGE,TM DESIGN DErnCrED ON THIS DRAWING CO►rr�wrrH THE APPLICABLE MINIMI+WILDING CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. U July 22,2016 O N Uri :C� OF Ft Ce �A � ypwu � 0 �� Ud' W r w Q� o DC m � rca O O AR967 GN 00000 000 RED ASG A Z W MANUEL GONZALEZ,AIA O AR 96730 Z Z 0UCeH CC zco �I ON � R o ABBREVIATION LIST GRAPHICS LEGEND SQUARE FOOTAGE NOTES LIST OF DRAWINGS C M N o �„ Q PARTIAL SECTION INTERIOR ELEVATION CARIBBEAN ELEVATION a a Abbrev. Description Abbrev. Description Abbrev. Description _ DETAIL# - DETAIL# AREA CALCULATIONS S.F. a H o s W ��- o C1 COVER SHEET - Index of Drawings w ___ DRAWING# ___ DRAWING# GN1 GENERAL NOTES W # NUMBER F.P. FIREPLACE PT. LD. POINT LOAD A O z = & AND FRT. FRONT PWD. POWDER FIRST FLOOR 1,852 SQ. FT. w 00 g o o zo - EQUAL FT. FEET PLW. PLYWOOD BUILDING SECTION DETAIL CALL OUT SECOND FLOOR 1,247 SQ. FT. SLAB LAYOUT f > Ce cn @ AT FTG. FOOTING - - DETAIL# DETAIL# A1.81 SLAB LAYOUT l >I W Z - g 0 o C AIR CONDITIONING F.O.M. FACE FMA NRY --- --- DRAWING # / --- DRAWING # A1.N SLAB NOTES, SCHEDULES, & DETAILS tp W o '� o o so R RISER _ TOTAL LIVING AREA 3099 SQ. FT. o ABV. ABOVE RA RETURN AIR o a z AD]. ADJUSTABLE GAL GALLON RAD. RADIUS CEILING EIGHT CHANGE FLOOR PLANS x s O v�� G H a o O W o A.F. ABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR COVERED ENTRY 83 SQ. FT. y A . 1 FIRST FLOOR PLAN oc W z A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. REINFORCING CENTER LINE ® SPANISH TILE A3.81 SECOND FLOOR PLAN w � Ln '� GROUND FAULT COVERED LANAI 195 SQ. FT. A3.N FLOOR PLAN NOTES, SCHEDULES, & DETAILS A z ,� W a, cn a cWc z AHU AIR HANDLING UNIT GFI RM. ROOM ELEVATION MARKER SHAKE SIDING = o INTERRUPTER ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING GARAGE 486 SQ. FT. EXTERIOR ELEVATIONS z ,� SLAB RECESS SIDING "" A z W ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD R D. REQUIRED A5.81 FRONT &SIDE ELEVATIONS _ ¢ Q Q BALCONY 66 SQ. FT. x o o Ce R & SH ROD & SHELF K A5.1.81 REAR & SIDE ELEVATION, & ROOF SLOPE PLAN <C a o FRAME BEARING WALL BRIC O " J B.B.Q. BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL TOTAL 3,929 SQ. FT. A5.2.81 EXTERIOR ELEVATION DETAILS �.. Cq 1 . . Q BD. BOARD HB HOSE BIBB INTERIOR WALL FINISH :'� .•: STUCCO a: Ce B.F.F. BELOW FINISHED FLOOR HD. / HDR. HEADER SF/ SQ. FT. SQUARE FEET (NON-BEARING) BUILDING SECTIONS a w BOTT. BOTTOM HGT. / HT. HEIGHT SGL SINGLE A7.81 BUILDING SECTIONS & DETAILS 2 !:H CMU MASONRY WALL =__ EARTH BR. BRICK HORIZ. HORIZONTAL SHT. SHEET _ .. "' SH. SHELF GABLE END WALL INSULATION DIFFUSER LAYOUTS � � z BKFST. BREAKFAST 0 0 INSUL INSULATION SHWR. SHOWER FRAMED KNEEWALL - DECORATIVE STONE M1.81 FIRST FLOOR DIFFUSER LAYOUT DRAWN BY ? CALC. CALCULATIONS INT. INTERIOR SL. SLIDER M2.81 SECOND FLOOR DIFUSSER LAYOUT m C.J. CONTROL JOINT I.L.O. IN LIEU OF SPECS SPECIFICATIONS DROPPED SOFFIT PRE-CAST LINTEL/ HEADER ° ` S. FOX z CL CENTER LINE S.P.F. SPRUCE PINE FIR ELECTRICAL LAYOUTS -;© z CHECKED BY CLG CEILING KS KNEE SPACE SPRG. PT. SPRING POINT E1.81 FIRST FLOOR ELECTRICAL LAYOUT H. CRUZ CMU CONCRETE MASONRY UNIT STD STANDARD DESIGN CRITERIA v� { _ < _ E2.81 SECOND FLOOR ELECTRICAL LAYOUT C.O. CLEAN OUT L LONG STL. STEEL SCALE O w a > COL COLUMN LAV LAVATORY STOR. STORAGE TWO STORY: FIRST FL OR - FRAME SINGLE FAMILY RESIDENCE: GROUP R3 STANDARD NOTES & DETAILS ---- -' o a COMP. COMPRESSOR LDRY LAUNDRY D3 STANDARD NOTES & DETAILS o SECOND FLOOR - FRAME BUILDING TYPE: V - B a � w CONC. CONCRETE LIN LINEN T TOP D7 STANDARD NOTES & DETAILS in M 0062 CONT. CONTINUOUS LT LAUNDRY TUB T&G TONGUE & GROOVE RISK CATEGORY: II D8 STANDARD NOTES & DETAILS SHEET DATE d O TEMP. TEMPERED DESIGN BASED ON FL RIDA BUILDING CODE _ 04-28-16 a o DB. DOOR BELL M.B. MASTER BATH THK. THICK WIND DESIGN BASED ON: ASCE 7 HOUSE ELEVATION ABBREVIATIONS O Ce DBL. DOUBLE MAX MAXIMUM T.O. TOP OF 5TH EDITION (2014) SHEET REVISION INFO °e o z R &SH. DOUBLE ROD &SHELF M.C. MEDICINE CABINET T.O.B.B. TOP OF BOND BEAM F.B.C. STH EDITION (2 14) RESIDENTIAL ULTIMATE DESIGN WIND SPEED = 130 MPH ABBR. FULL NAME ELEV. CODE: F • DECO. DECORATIVE MFR. MANUFACTURER TR. TREAD MAN. MANOR 03 o F.B.C. 5TH EDITION (2 14) MECHANICAL NOMINAL DESIGN WIND SPEED = 101 MPH w z cn DET DETAIL MIL. MILLIMETER �TRAN TRANSOM WIL WILLIAMSBURG 07 cn O (D • a W cn DIA. DIAMETER MIN. MINIMUM TYP. TYPICAL F.B.C. 5TH EDITION (2014) PLUMBING EXPOSURE: B PRO. PROVINCIAL 08 m m DIM. DIMENSION MIRK. MIRROR F.B.C. 5TH EDITION (2 14) ENERGY ENCLOSED BUILDING INTERNAL +.18 -.18 CHA. CHATEAU 09 W -� o o DN DOWN MLDG. MOLDING UC UNDER COUNTER CONSERVATION PRESSURE COEF.: / VER, VERSAILLES 10 ILA• SET REVISION INFO � � W v DR. DOOR M.P.H. MILES PER HOUR U.N.O. UNLESS NOTED- CLASSIC 18 LU OTHERWISE F.B.C. 5TH EDITION (2 14) FUEL GAS FOR WINDOWS/DOORS, SEE FLOOR MED. MEDITERRANEAN 19 W z c �_- DS. DOWNSPOUT MT METAL THRESHOLD TRA TRADITIONAL 20 F.B.C. 5TH EDITION (2 14) ACCESSIBILITY PLAN FOR ACTUAL PRESSURES:a a. Ce m D.S.S. DENSE SELECT STRUCTURE V.B. VAPOR BARRIER COU. COUNTRY MANOR 21 M Ce 0 > z DW DISHWASHER N.T.S. NOT TO SCALE VERT VERTICAL �. o o NATIONAL ELECTRIC CODE 2011 (NFPA 70) FEMA RULES & REGULATIONS HER. HERITAGE 22 z = DWG. DRAWING V.T.R. VENT THROUGH ROOF CMN CIMMARON 28 o W z �' O.A. OVERALL N.F.P.A. 101 2014 ASCE 7-10: MINIMUM DESIGN LOADS MSN. MISSION 30 SHEET DESCRIPTION M W o E EGRESS O.C. ON CENTER W WIDE CF-• W THIS DRAWI G AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED CRAFTSMAN 31 COVER SHEET E.E. EACH END O.H. OVERHEAD / WITH SIL. AND SEALED OR WHILE CURRENT CODE ISYALID SPANISH COLONIAL 32 a E.W. EACH WAY OPT. OPTIONAL) W.C. WATER CLOSETBOR. BORDEAUX 33 o a W o EL. ELEVATION OPNG. OPENING WD. WOOD RI L OSB ORIENTED STRAND BOARD WDW. WINDOW BRO. BROUGHAM 39 W 2 � z ELEC. ELECTRICAL REN. RENAISSANCE 40 fi W 2 , ¢ ENCL. ENCLOSURE PED. PEDISTAL SINK W.I.C. WALK-IN CLOSET VIE. VIENNA 41 Ce o = z ENG. ENGINEERED POLY POLYVINYL WP GFI WATERPROOF GFI TUS. TUSCAN 44 PROJECT NAME v' O POUNDS PER SQUARE CLS. CALAIS 46 c Un (n � EQUIP EQUIPMENT P.S.F. W.W.M. WELDED WIRE MESH DUVAL COUNTY ; o o z FOOT W POUNDS PERS SQUARE INCH � ITV. ITALIAN VILLA 58 o EXT. EXTERIOR P.S.I. Q W.W.F. WELDED WIRE FABRIC PBG, PALM BEACH 80 ATLANTIC BEACH CC - � o FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER IRB. CARIBBEAN 81 Ln W s FLR. FLOOR P.R. POWDER ROOM CST. COASTAL 82 HERITAGE z o W PND. FOUNDATION P.T. PRESSURE TREATED -' W �z- ce LOT/BLOCK 0120 zozzU_ 3 z o z D TBI NUMBER 0120 REVIEWED OR CODE COMPLIANCR v o CITY OF ATLANTIC BEACH MODEL M Lg SEE PERMITS FOR ADDITIONAL GREENWOOD O Z cc REQUIREMENTS AND CONDITIOM$ u' w D z REVIEWEEf!�: � 04 ria v76 6 ELEVATION NAME W � z ¢ WU WCARIBBEANz a o FILE COPY � W �N z = Z 0 z " ~ W Q SHEET NUMBER Uj m o _ r n C1W m W V � OOu- ¢ c� 1— 0 pC ERIAL NUMBER 1014.0 TO THE BEST OF W 1° WLEDGE,THE DESIGN DEPICTED ON nus DRAWING COMPUES WITH THE APPUCAAE MM"BUR DING CODE 1N EFFECT AS OF DATE OF CERTIFICATION BELOW. WOOD CONSTRUCTION �1�)' 2 N GENERAL NOTES CAST IN PLACE CONCRETE DOORS&WINDOWS '3 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE OF Fz ' 1. ALL CONCRETE SHALL HAVE THE FO LOWING MINIMUM COMPRESSIVE STRENGTH AT 28 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA"NATIONAL DESIGN SPECIFICATION USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH,24 INCHES IN L P'��s� O�1 �r�ar W AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS HEIGHT&5.7 S FT.. IN AREA.THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44 OFF THE •`" 00 00 @�_ DAYS: FOR WOOD CONSTRUCTION",APPLICABLE EDITION. FLOOR AND NO ART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54"A.F.F. G3 F- DURING ERECTION. THIS INCLUDES,BUT IS NOT LIMITED TO,THE ADDITION OF a �QL V GOC WHATEVER TEMPORARY BRACING,GUYS OR TIE-DOWNS MAY BE NECESSARY. SLAB ON GRADE,FOOTINGS 500 PSI WINDOWS GREATER THAN 72 ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT 0 � G� CD REMAINING CONCRETE 3 00 PSI 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. }- J STUDS FOR LOAD BEARING WALLS SHALL BE AS FOLLOWS: THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. O 0 2. ALL CONCRETE SHALL HAVE A SLUM OF 4"PLUS OR MINUS 1",AND HAVE 2 TO 4% WINDOWS INDICATED WITH(E)OR(EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. - R9673 0 V AIR ENTRAINMENT,AND A MAXIMUM WATER/CEMENT RATICOF 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. 00 3. CONCRETE MIX DESIGN SHALL BEI ACCORDANCE WITHTHE APPLICABLE EDITION OF ACI ALL GLASS WITHIN 24 INCHES OF ANY DOOR,SLIDING GLASS DOORS,ALL GLAZING AT TUB AND 00000 ° SHOWER ENCLOSURES AND WINDOWS LESS THAN 60"ABOVE STAIR LANDINGS OR TREADS SHALL BE 01 CHAPTER 3 METHOD 1 R MET D 2. SUBMIT BACI4JP DATA AS UIRED 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 BRED ASG STRUCTURAL DESIGN CRITERIA 3 C 0 0 S REQ Z W LIVE LOADS: ROOF 20 PSF (REDUCIBLE) CHAPTER 5 SECTION 5.3.0E THE LA ST EDITION OF ACI 318. 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 BE EQUIPPED WITH MANUEL GONZALEZ,AIA y � O RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED 40 PSF SPACING W/1/2 MIN. GYPSUM DRYWALL EACH SIDE OR 2"x4 STUD GRADE LUMBER OR BETTER SOLID WOOD DOORS NOT LESS 3HAN 1 /INCHES(35 MM)IN THICKNESS,SOLID OR HONEYCOMB CORE AR 96730 O Z 40 PSF 4. ALL REINFORCING STEEL SHALL BE EW 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. z O BALCONIES/DECKS WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING,TO FIT WINDOW OR DOOR SIZES,PRESSURE Cn STAIRS 40 PSF CONFORMING TO ASTM A-615 GRADE 60. TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4"DIA.x 3 1/2"TAPCON SCREWS,6" V Z w ATTIC WITHOUT STORAGE 10 PSF FROM EACH END AND 12"C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ O = ATTIC WITH STORAGE 20 PSF 5.ALL CONCRETE WORK SHALL BE IN CORDANCE WITH"THE BUILDING CODE 3. PLACE A SINGLE PLATE AT THE BOTTOM AND A DOUBLE PLATE AT THE TOP OF (2)ROWS OF lOd NAILS AT 10"C/C. uj W ~O HABITABLE ATTICS 30 PSF ALL INTERIOR LOAD BEAING STUD WALLS. BOTTOM PLATE AT THE EDGES OF REQUIREMENTS FOR REINFORCED C NCRETE ACI 318 LATEST EDITION AND 30 PSF " WIND BORNE DEBRIS REGION o, O o` GC SLEEPING ROOMS " " SLABS SHALL BE ATTACHED TO THE SLAB WITH MIN. DIA. EXPANSION BOLT w/OVERSIZED a, a, ap SPECIFICATIONS FOR STRUCTURAL ONCRETE FOR BUILDINGS, ACI 301. ,� EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE °O -, WASHERS AT 32 ON CENTER.ALL OTHER SUBSTITUTIONS MUST BE APPROVED BY STRUCTURAL �n O W --� CONCRETE CONCRETE UNLESS OTHERWISE INDICATED 3000 PSI SHALL BE PROTECTED WITH WINDOWS DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE oo c°Ov LL- 0 STRENGTH 6.CONCRETE TICKETS SHALL BE TIME-STAMPED WHEN CONCRETE IS BATCHED. ENGINEERING PRIOR TO INSTALLATION. OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE(NOA). THE NOA SHALL DEFINE THE K' con 0 � F-- @ 28 DAYS THE MAX.TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE � W GC APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL a` � 0 REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 DEPOSITED IN ITS FINAL POSITION HALL NOT EXCEED MINUTES.IF FOR ANY REASON PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. W O Z 4.ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE a 4i J Lu Q ALL REINFORCING BARS ASTM A615-60 60,000 PSI THERE IS A DELAY SUCH THAT IS BA CH IS HELD FOR LONGER THAN 90 MINUTES,THE 03 W ap ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSIw O CONCRETE SHALL NOT BE PLACED. SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO PRESSURE TREATED BORATE SBX.PROVIDE USE GALVANIZED NAILS AND FASTENERS GYPSUM WALLBOARD "' ►-'� POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS.OF H NOTIFY THE OWNER'S REPRESENTAT VE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE. IN PRESSURE TREATED LUMBER. PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8"TYPE"X"GYP. BOARD ON ALL 0 ^ FIBERS PER CUBIC YARD u.� GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE.GARAGE SHALL BE SEPARATED FROM THE 0 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. O A °r F Z = H MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED 5. STUDS SHALL BE DOUBLED AT ALL ANGLES,CORNERS AND AROUND ALL OPENINGS. oo UNITS: DURING CONSTRUCTION DETAILING REINFORCED CONCRETE TRUCTURES"ACI 315 LATEST EDITION,UNLESS HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS,UP TO 8'ABOVE FINISHED FLOOR. B:: STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI,U.N.O SHOP AND FIELD DETAILED OTHERWISE ON THE STRU RAL DRAWINGS. 6. WALL SHEATHING SHALL BE 7/16"O.S.B.U.N.O. g i W Z STEEL: WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE:ASTM A36 OR ASTM A-307 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY10" 0 a�u, O 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. to j 0 WOOD BEAMS,RAFTERS,JOIST,PLATES: U.N.O. NO. 2 SOUTHERN YELLOW PINE 19%M.C. 8. SUBCONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND " ( " ) Z vi ( ) 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 � u0j Q Z FLOOR SHEATHING:T&G A-C GROUP 1 APA RATED(48/24) REQUIRED BY OTHER TRADES. THESEITEMS SHALL BE FURNISHED AND INSTALLED NOT REQUIRED FOR NON-BEARING WALLS. GLASS BLOCK = VO WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB MORTAR TO HAVE COMPRESSIVE STRENGTH:TYPE S- 1800 psi AT 20 DAYS A VERSA LAM BEAM: Fb=2900 PSI(2.OE) PRIOR TO PLACEMENT OF CONCRETE. AT EXTERIOR WALLS SHEATHING: EXPANSION STRIPS TO BE PLACED PER MFG.SPECS. a" 0 GC W z 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 O Q WOOD COLUMNS. PARALLAM 2.0E U.N.O. 9. SUBCONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS,SLEEVES,ANCHOR BOLTS, 8d @ 6"O.C.EDGE AND 6"O.C.FIELD.SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM �j 44 A W c LLJ C Z WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: INSERTS,ETC.,AS REQUIRED BY OT ER TRADES BEFORE CONCRETE IS PLACED. PLATE TO UPPER TOP PLATE. BUILDING IDENTIFICATION A Z U W = 0 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 .0,4 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 Q; )_4 A }- z 10.WHERE BAR LENGTHS ARE GIVEN 0 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 eu- Z W BOTTOM CHORD DEAD LOAD: 10 PSF 10 ESE RE US ENDS 7.FLOOR SHEATHING IS 3/4"(OR 23/32")TONGUE AND GROOVE C-C PLYWOOD,OR 3/4"(OR 23/32") THEIR BACKGROUND. Q a � 0 }_- Q TOTAL: 40 PSF 50 PSF REQUIRED,IS NOT INCLUDED. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS O.S.B. 48 24 RATING GLUED AND NAILED WITH 8d RING COMMON NAIL OR 10d COMMON AT 6"O.C.AT ~ O Q �-.� p OF ALL TOP BARS OF BEAMS AND AT LABS EDGES. SUPPORTED EDGES,AND AT 6"O.C. AT INTERMEDIATE SUPPORTS ( ) STUCCO N f2 J WIND UPLIFT RESISTANCE: 10 PSF 10 PSF ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8 THREE COAT STUCCO Z Q SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND 11.SUBCONTRACTOR SHALL PROVIDE PACERS,CHAIRS,BOLSTERS,ETC.NECESSARY TO FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL O UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEADce 8. ROOF SHEATHING SPECIFICATIONS. PLYWOOD PANELS, O LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. SUPPORT REINFORCING STEEL. SU ORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SHINGLE-MIN.7",?,APA RATED OSB OR PLYWOOD SHEATHING,NAILED w/8d RING SHANK }- GC u- SURFACES SHALL HAVE ENDS WHIC ARE PLASTIC TIPPED OR STAINLESS STEEL. NAILS @ 6"O.C.EDGE&6"O.C.FILED(AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4"O.C. CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. o.. W WOOD FLOOR DESIGN LOADS: " OUTDOOR KITCHENS a m TRUSSES: DEAD LOAD: 20 PSF WITHIN 4'-0"OF ROOF EDGE). LIVE LOAD: 40 PSF 12.REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: TILE-MIN. ,APA RATED PLYWOOD SHEATHING,NAILED wJ 8d RING SHANK NAILS @ 6 O.C. ALL CONSTRUCTION WITHIN 24"OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. W O SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE EDGE& G O.C.FILED(AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4"O.C:MN 1 HIN 4'-0"OF CMU, LIGHT STEEL GAUGE E USED I OR OTHER MATERIAL DETERMINED W NON-COMBUSTIBLE I THE NA Q V � TOTAL: 60 PSF ROOF EDGE). FBC RESIDENTIAL,SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR 0 O SURFACES SHALL HAVE ENDS WHICHARE PLASTIC TIPPED OR STAINLESS STEEL. 9, ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED GRILLS OR COOKTOPS. "FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): Q FOUNDATION/SITE PREPARATION: GRADING AGENCY. ANCHORAGE LU A. 3 GC METAL AND WIRE t ;> V u- LLJ B. FOR CONCRETE EXPOSED TO EXTERIOR WEATHER: 1. ALL METAL LATH SHALL BE LAPPED`I INCH MINIMUM. Z 1-1/2 FOR#5 AND SMALLER DRAWN BY k-+ O 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 FOR#6 AND LARGER 2. ALL ATTACHMENTS FOR SECURING METAL, TH,WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL M. STRICKLAND FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY CRIPPLES SILLS ETC. SHALL BE SOUTHERN PINE NO.2 KD-15 OR BETTER.Fb=1200 PSI. BE PLACED NOT MORE THAN 6 INCHES APART D SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE I GSC Q OF AT LEAST 98°/D OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY DETERMINED IN C. FOR CONCRETE NOT EXPOSED TO EATHER: TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. CHECKED BY = uj 3/4 FOR SLABS,WALLS,AND JOI S ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. F- a- ACCORDANCE WITH ASTM D-1557.TREAT ALL SOIL FOR TERMITE PROTECTION. 1-1/2"FOR BEAM AND COLUMN 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 ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT 0 >_ OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST4 INCH AND 0. SWAFFORD W 2.THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER BORATE PRESERVATIVE TREATMENT: DISODIUM OCTOBORATE TETRAHYDRATE(DOT). WOOD FOR BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE Q > LOCATIONS 13.MINIMUM LAP SPLICES ON ALL REIN ORCING BAR SPLICES SHALL BE 48 BAR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL-WOOD SUPPORTS WITH THE EQUIVALENT OF NO. SCALE j J TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. 0 O J DIAMETERS TYP.EXCEPT WHERE OT ERWISE NOTED ON THE DRAWINGS. FOR BEAMS 11 GAUGE, BARBED,GALVANIZED OR BLUED NAILS 1 "INCHES LONG HAVING A HEAD NOT LESS THAN F- Q FAILING TO MEET THE GEOTECHNICAL ENGINEER S REQUIREMENTS SHALL BE RECOMPACTED LEVELS OF 0.42 PCF OF DOT OR MORE.NAILS,SPIKE,BOLTS USED W/DOT SHALL BE s 22 X 34 = SCALE AS NOTED F- upJ AND ELEVATED SLABS LAP BOTTOM TEEL AT THE SUPPORT AND TOP STEEL OVER THE /INCH IN DIAMETER. AND RETESTED AT THE CONTRACTOR'S EXPENSE,AND AS DIRECTED BY THE ENGINEER. HOT DIPPED GALV.FOR STRUCTURAL USES,AVOID BUYING TREATED LUMBER _ O - MIDSPAN,UNLESS OTHERWISE NO THAT CONTAINS MORE THAN 1/2"OF HEARTWOOD. MIRRORS 11X17 = 1/2 NOTED SCALE O GC 3.WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN B.FiI�RING CAPACITY,AND THAT THE V O COMPACTION REQUIREMENTS HAVE BEEN MET SHALL'BE MADE BY THE GEOTECH.ENGINEER. MIRRORS SHALL BE ANCHORED TO STUDS WHEN EXCESS OF 9 S.F. W a� -4 a FORMWORK PREFABRICATED WOOD TRUSSES H.V.A.C. NOTES SHEET DATE p GC THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: ce GC 0 TERMITE SPECIFICATIONS: 1.FORMWORK,SHORING,AND BRACING FOR ALL CONCRETE BEAMS,SLABS,COLUMNS,WALLS, MECHANICAL,RESIDENTIAL,AND ENERGY CONSERVATION >- AND FOOTINGS SHALL BE DESIGNED ND CONSTRUCTED IN ACCORDANCE WITH ACI 347, 1. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE"NATIONAL DESIGN SPEC- ' " OR. SHEET REVISION INFO m j SECTION R318 PROTECTION AGAINST TERMITES MOUNT ALL THERMOSTATS AT+4-0ABOVE FLOOR. F- 0 � TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES,INCLUDING SOIL APPLIED "RECOMMENDED PRACTICE FOR CONCRETEIFICATIONS FOR STRESS-GRADE LUMBER AND ITS FASTENINGS"BY THE NFPA.TRUSS DESIGNS FORMWORK". ALL INTERIOR&EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE W Z cn PESTICIDES, BAITING SYSTEMS,AND PESTICIDES APPLIED TO WOOD,OR OTHER APPROVED METHODS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES.THE H.V.A.C. to 0 (D OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION(SEE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. Q j Z SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE SEE NOTES FOR SHOP DRAWINGS. ui w PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING REINFORCING STEEL ELECTRICAL NOTES Qp DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: Q 2• CONNECTOR PLATES SHALL BEA MINIMUM THICKNESS OF 0.036"AND BE MANUFACTURED THE DWGS.ARE DIAGRAMMATIC&INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. �.,, GC THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR r w Q 0 0 TERMITES.TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA 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." 1• REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS,FREE FROM OIL,SCALE,AND � W V) RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DIPPED GALVANIZED. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL O J W NOTE: ELECTRICAL.CODE&ALL CODES, REGULATIONS&RESTRICTIONS HAVING JURISDICTIONS. SET REVISION INFO uj Z t5 1 METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION"LI UID BORATE DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR 3. HANDLING,ERECTION AND BRACING OF TRUSSES SHALL BE IN ACCORDANCE WITH TRUSS Q GROUND-FAULT CIRCUIT PROTECTION;ALL 120VS�,NGLE PHASE, 15&20 AMP OUTLETS INSTALLED GC �„ OR BORA-CARE"PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT SHOP DRAWINGS FOR REVIEW PRIG TO FABRICATION. HORIZONTAL AND VERTICAL BARS PLATE INSTITUTE RECOMMENDATIONS TPI's TPI/WTCA BCSI 1. OUTDOORS,IN BATHROOMS,&GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. CL Gf] APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. SHALL LAP 6 x BAR NO.,SEE LAP SP CE SCHEDULE. UNSCHEDULED FIELD LAPS ARE V 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 Z >O SUBJECT TO ENGINEER'S REVIEW. 4. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER' NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO S INSTRUCTIONS. I ...� O O PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER.SMOKE AND CARBON MONOXIDE F- W 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 w Z Vi 5. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS OF ALTERNATE CONNECTION BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. =¢ v I,u MASONRY (IF NECESSARY) 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 r; �cn-+ W Q uj CC FROM EDGE OF OPENINGS. Z c G FIELD REPAIR NOTES 1. ALL BLOCK WALLS SHALL BE TWO-CE 1 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 ' m C- Z 1. MISSED"J"BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED W/1/2"DIA. EPDXY ANCHORS BLOCK MANUFACTURED IN CONFORN ANCE WITH ASTM C-90,GRADE N,Pm= 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 p Q W 0 WITH 6"EMBEDMENT. SIMPSON"SET"EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS BLOCK SHALL BE PLACED USING RUt NING 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 Q V RECOMMENDATIONS. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. MASONRY WALLS TO BOTTOM OF 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 REQUIRED. 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 CELL 3 SHALL COMPLY WITH ASTM C-476,AND SHALL DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING VERIFY ALL CONDUCTORS AND BREAKERS W/EQUIPMENT MANUFACTURER SPECIFICATIONS. Lu J Q OMITTED REBAR,AND INSTALL A 36"LONG #5 BAR INTO THE EPDXY FILLED HOLE.USE A TWO PART PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3 000 psi AT 28 DAYS. THE GROUT COMPONENT LAYOUT.SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED UJ w = to 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. z THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND AND MIX SHALL HAVE A MAXIMUM 3/8 C ARSE AGGREGATE,AND SHALL BE PLACED WITH IN EVERY KITCHEN, FAMILY ROOM,DINING ROOM, LIVING ROOM,PARLOR,LIBRARY,DEN,SUNROOM, PROJECT NAME W USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY.ALLOW THE EPDXY TO CURE TO A SLUMP OF 8"TO 10". PLACE GROL T IN ACCORDANCE WJ ACI 530-05. BEDROOM, RECREATION ROOM, BATHROOM,GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA,ALL GC V to MANUFACTURER'S SPECIFICATIONS,THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. TYPE S MORTAR SHALL BE USED EXCLUSIVELY 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. O 0 Z w3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE(1) #5 VERT.IN CONC. FILLED CELL EACH SIDE OF PROPORTIONED AND MIXED AS OUT1.INED UNDER ASTM C-270. HORIZONTAL AND VERT. TO FACILITATE THE CONSTRUCTION SCHEDULE,AND MAY CHANGE PREDICATED ON THE THERE ARE NO EXCEPTIONS. THE JOINT(BAR DOES NOT HAVE TO BE CONT.TO FOOTING). MORTAR JOINTS SHALL BE 3/8"THI UNLESS OTHERWISE NOTED. REMOVE MORTAR TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. Q PLUMBING NOTES W = GC 0 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH 1 SIMPSON PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. F- V W " " O THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND 0 = MTSM16 TWIST STRAP W/(4)1/a X 21/4TITENS 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 Q �W F- LESS THAN 860 LBS(USE(2)MTSM16 FOR UPLIFTS LESS THAN 1720#). NO MORE THAN 10 STRAPS MAY THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON 0 W BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW. IF GIRDER TRUSS C 2. WHEN REQUIRED,HORIZONTAL MORTAR JOINTS SHALL BE REINFORCED WITH STANDARD 9 GAGE LADUR-TYPE ALL HOSE BIBS SHALL BE FURNISHED W/BACK FLOW PREVENTERS AND BE MOUNTED 26"ABOVE Z DUR-O-WAL(ASTM CLASS B-2,HOT- IPPED GALVANIZED)AT ALTERNATE COURSES(16" ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER GRADE. LOT/BLOCK W = O SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. � ON CENTER),UNLESS OTHERWISE NOTED. JOINT REINFORCEMENT SHALL BE CONTINUOUS DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES,PIPING, _ Z O Ln I z EQUIPMENT,ETC. AND SHALL LAP A MINIMUM 8 . k - SHOP DRAWING REVIEW NUMBER SHOWER HEAD E Lo NAILING SCHEDULE: 3. LAP VERTICAL REBAR 6 x BAR NO.,U O.N. HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE 7'-4" MODEL O QHEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6-10" �- '� CONNECTION COMMON NAIL NUMBER OR SPACING 4. MASONRY CONSTRUCTION AND MA RIALS SHALL CONFORM WITH ALL REQUIREMENTS OF 1.SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT to ce W Q THE"SPECIFICATIONS FOR MASONR STRUCTURES(ACI 530.1-05/ASCE 6-05/TMS 602-05)1 OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRAC- GENERAL NOTES ALL e% 2: > AS PUBLISHED BY THE MASONRY ST NDARDS JOINT COMMITTEE. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES,RULES, REGULATIONS AND 0 '"' >" SOLE PLATE TO TRUSS OR BLOCKING 16d 16' D.C. TOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY,LENGTH, RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. N W ,DIMENSIONS,ETC. ELEVATION NAME W �i z Q STUD TO SOLE PLATE, TOE NAIL 8d 4 CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.THE ARCHITECT SHALL BE ` V V W u" 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 u� O ROOFING THE ARCHITECT/ENGINEER. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. ALL 1° 9 0- W DOUBLE TOP PLATES, FACE NAIL lod 16' O.C. ALL ROOFS SHALL BE CONC. ROOF TIE UNLESS MODIFIED BY PRODUCT APPROVAL SUBMITTAL. 3.SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS(CON- DRAWINGS SHALL NOT BE SCALED. N ¢ _ TOP PLATES LAPS AND INTERSECTIONS lod 3 TRACT DOCUMENTS)ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM INSTALL SOFFITS PER FBC,,703.1.3 AND R616. O ~ Z O SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS(AS REQUIRED). TRUSSES, LAPS OVER WALLS, FACE NAIL 16d 4 THE ENGINEER. &..4z BUILT-UP CORNER STUDS 16d 24 O.C. 4.IN ALL INSTANCES,THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS W STUDS TO SOLE PLATE, END NAIL 16d 2 SHEET NUMBER Q W GC m CHECKED,UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER. �.. uj O = Ymr '•� .a uj �j GC � U- Q W m W W J Z J u- 0 0U- Q Q V F- O ERIAL NUMBER 1014.0 0 M THE BEST OF W KNOWLEDGE,THE DESIGN DEP ED ON TM DRAWING CDMPLIES WITH THE APPLICABLE MI NI UN BUILDING CODE IN E fECT'AS OF DATE OF CEKIVICATION BROW. O July 12,2016 s4 V N OF FZO i2 o w �P Ca ..� cca u cC ao 0 0 0 A. _j 70 s s AR967 0 00 V E'- 0 lV �v 0 A °0-00000 7.8 FRED p�G MANUEL GONZALEZ,AIA AR 96730 o Q Z I sc 5 +Z 711_61 1 F T' zc�nc� O _ 101.011 ► 611.611 Lm ce -----------LU - ce 1_411 51 _811 3,—Op II m : z I of II II1-011-0„ccz ow PROVIDE GAS LINE 25 00 O FOR TANKLESS WATER w 11 4o I a 48 x48 X4° CONC. N ifs L ! HEATER I i PAD 311 ABOVE, n HB Uj w GRADE �il moo , � w W�— ------------------------------ ---- ------rI lI------------- -------- rI TI CS i -r - -z -1 Ir -- Ito Or. .. A g I s 0¢ _ � I D L 1 I1 00 i Z M 111 V ' O N- o W > 11 I I �� I I L_____� LU ! c g 0 a2. 0tp -!4 WATER 0-4 0 �.'N i I I N \�� ' ty �f I I I i o z 211.311 LJ ' 1.111 °' 51_1011 — i 1 ----- SOFTENER x Z V i�l M••I UJI V cn Z I GAS LINE TO w z O Q I I U a. cn � I DRYER ce cc z NOTES' I I -6' A w �, = 0 ”, , L n--- 6" PLUMBING *r - FIN FLR TO BE 18" MIN I --� ; - ' ; 4 a � a z N , I I , "' ' WALLwBOVE CROWN OF ROAD. o ko ClN i ; 1 ;',N x o o Q O A4 O Uj Z , l ----------a, ---- I I ' 8" I 22'-11" W N 0 , _01.011 ; i 4" PLUMBING o o FINISHED FLOOR i - i i - - i - -- 1 WALL, TYP. i 1 a- , ► J i 1 U.N.O. 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CRUZ = W - N - ---------------------------- L--- ---r---- ---------- ----------- N -- ------ -------- o }. 3 -0 I 5 -6 -4 I ' SCALE a z w J."0 , ; SLOPE P ERS @ ---- cx� Q > 10 R _ 0 J I 1/8" PER OOT -611 U ��w■ -ylo - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 O 7.8 2'-0" w _ 7.8 SHEET DATE V o PROVIDE ELECTRICAL t; 0 04-28-16 i b CHASE FOR ISLAND r-____ __jL____1____ °' SHEET REVISION INFO o z 6" PLUMBING ' �r ;- 1 m o SLOPE-PAVERS @ 1 WALL i-— — — — — — — i ---- -1/811 PER FOOT TYR ¢ LU In = j Z '� t j f 1 i---- ri r co fe, LU Z ! 1 �I ----- I I .-1 �. y- Co LLI II S`I I o I Ica I , - oTQ — LJ ¢F, Z W 0 26 ULA -10" � SET REVISION INFO cn L„ cn PROVIDE GAS w z _j UJI LINE TO REAR. n i ' '-' 4 4 VERIFY LOCATION 29 -011 `�' I L I o- ce m W/TOLL P.M. t, Z 00 o >1 . 011 I I 101.911 1 i (n O OUJ I I SHEET DESCRIPTION LU 2: LuED w O ;-� -� ----------i i-- -- ----, ----------- -- ------------ V _ ------------ ---------------------- _ SLAB LAYOUT z � CD c. m Z W N L--- --j N O 'Q > O W z z = o PROVIDE GAS LINE GAS LINE TO 0'-0" LU -ji FOR GAS FIREPLACECOOKTOP T. 0. PAD TYP. OF 2 (A _j LU o = Z �_4 81.811 8,_311 51.011 401-311 41.611 11.611 PROJECT NAME � O DUVAL COUNTY }e o 0 cc � z W 101.011 531_611 I 61.011 21.011 LU = 0 711_6" ATLANTIC BEACH CC - ~ � o1U �, w = HERITAGE Uj O � oZ °i A LOT BLOCK 0120 C) zoz I TBI NUMBER 0120' . Z0 , COPY I Z o a ri; MODEL UJI GREENWOOD a > ,. W LOLL 0 Z I" U W F— ELEVATION NAME W 0 STEM WALL FOUNDATION CARIBBEAN � a � o cn sn cc W NOTE: FIELD VERIFY ALL GAS LINE10-4 z �' w LOCATIONS PRIOR TO POURING SLAB O W = SHEET NUMBER = eco W Q BLAYOUTSLA _ A1 .81 o w mw ADDITIONAL NOTES AND SCHEDULES _j USCALE: 1/4" = 1'-0" CARIBBEAN OOU- F--� J 4%a CAN BE FOUND ON SHEET A1.N Ur}— O ERIAL NUMBER 1014.0 Ell . TO THE BEST of Mr aaw�,THE DESIGN DEPIM ON THIS DRAz DMING OD�DE IN ffECr AS COMPLIES OF DATE THE OF CERT CCW ON BELM. y SLAB LAYOUT NOTES : May 6,2016 N �► OF Fz�� 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS. w A w wl �- 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLSE 0 00 0 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE O O / OU 0 R9673 a V 4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. 0 0 000 `14.� 0000 E:>-<::] INDICATES DOOR OPENING RED Z U- - MANUEL GONZALEZ,AIA Q O It AR 96730 z ZO ztnW .' O ►-♦ to Lu 0 � aoC 00m O W u_ 00 0 cn co M a pWz 03 wa oo i>m O d E" A o .� U w g o oho N > ce u' W.W.M. PLACED IN UPPER �' 8 } o "' 0 1 3 OF SLAB OR FIBERMESH i, o REINF. PER PLAN �� o x MIN. SAWCUT x 1 4 F a W = o 1 /8 (MIN.) S CU 0/ o O � o SLAB THICKNESS SEE cc u.i z FOUNDATION PLAN FOR LOCATION w o ¢ - z waw ce 2p Lu Lu CL 4777=7-7 gravy a Z Z a Q = uj 4 O O oc SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 o 0 m TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, p ce AS CONCRETE ALLOWS WITHOUT RAVELING � 0z rtt 0 a DRAWN BY Z O w ce W -- S. FOX z0 z \ CHECKED BY H. CRUZ 1 AW CUT DETAIL SCALE 1/4" V-00 SCALE W A1A 0 o ¢ I- uj V_, � . o ° SHEET DATE 0 oc 4 b 04-28-16 Lu t o SHEET REVISION INFO uj mFE U ou., ztn cn O C� ¢ LL to ..-� m m w rD _j f ulI Z w Lu SET REVISION INFO _.! O (n (n _ Lu ce m FRONT WALL OF GARAGE C7 Ww z oo PROVIDE 11/2 D x 4" W RECESS AT GARAGE DOOR LSHEET DESCRIPTION AXLu n tnw0z ,.., U O PROVIDE 4 1/2" D x 8" W '! RECESS FOUNDATION z u, SLAB RECESS 1 z IN SLAB mce z 41/ " SCHEDULES AND o ¢ W O BRICK PAVERS GAR. W NOTES z = FIN. FLR. � GARAGE w C� z • to ¢ - ------�--- DOOR a 0 to 0 SLAB PROJECT NAME w = RECESS � � En � - SII .9 : f . II ( DUVAL COUNTY UJ WALL PER z o PLAN 5 tATLANTIC BEACH CC - ui _\ o -Ifs ISI= i=ii z F- ce LOT/BLOCK 0120 U- 0 oto TBI NUMBER 0120 u' O MODEL oWo � O z cc GREENWOOD (n Ce Lu � UJ I— ELEVATION NAME C� V0 WL CTW2 ION ATARE DRz n-0• CARIBBEAN SCA E:1/4" uA1.N i p vjf- V Z = z O F-+ z cri w `Q SHEET NUMBER co Lu LU O ~ ¢ EC z AloN w co 0 noy Z.J u- V 0 0 0 ERIAL NUMBER 1014.0 F--� s. J M THE BEST OF W ,THE DESIGN OEKcrEu ON THIS DRAWING COMPLIES WITH 711E APPLICABLE MBaHUM BUILDING CODE IN EIM7 AS OF DAT:OF CBMICATION BELOW. V July 12,2016 .-i z CD N ► OF FZ OI ce �� 0-0000 _ "y'"E DC a 0 m ra a za O O 00 AR9673 3. S 0000 0 rA � 7.8 RED A� U_ LAUNDRY 4HIGH WALL AT SERVICE MANUEL GONZALEZ,AIA o z , ROOM COURT. SEE DETAIL 14 ON AR 96730 0 71'-6" 9'-0" CLG, SHEET A5.2.81 o _ 101_01I I 611.611 U ceCA LU F- � 11.41 51.811 3�_O,I 271.611 51.511 AIL L 20L_111� co oC Z o, Q w -i TEMP. GLASS PROVIDE v, . o SHOWER ' ' TANKLESS ' M w o �ti, ENCLOSURE TO WATER w w o z �' = EXTEND TO TUB HEATER HB a a w = m "° DECK ' C O !� ' O � '� H � o w 0 H W — D O A KNEE o WI r�-- time 1 `v, Ilal U w 00 o z = E- o - tz z M SPACE L/T S014C ;. c I't o h o PASTER ao 1 �__ U a 1 WATER ac BATH G 'Dr- SOFTENER ,------------------ S o "' O 6 Ln SP' CEI a' 6 LOOP p 181_711 o 81_411 10►_O.I CLG. 1_811 a 41_811 1 2�t 'a 1 — 221.51I 14 n �- z �' °' TEMP. GLASS �- i \ / I x Z - w = o Ln /�- 22" X 36" I a o O E- c) SHOWER ENCLOSURE I X I = = D M I W / \ ATTIC ACCESS cc w z G = OTT. @ FIN. FLR. 6 I I w v cn o O I 1L —�1 Q Q .-a — — — — —� Uj W °C z Ln "' ® 5 LINE OF 2nd FLOOR ABOVE a ' MASTER I I a y. z = 13 SHOWER SEAT of i ' o ~' A Z w �, TWO AR I �"`''' tp ,Q BEDROOM _ - - - - - - 18 A.F.F. C Q o I x o o cc ''-+ �_ " r•, LINEN „ „ GARAGE 1 N U 0 10 0 CLG. oc I I a O W o 5 10 X10 AIR 9'-0" CLG. 01 i i EL N OI ` ~ z OAK STAIRS JUMPER 7_4 QI II II II it it ' ' U CONT. HAND L a m "'' D @ 36" ABV. I I I II tL l I I ` I I GC -- LcV 0( I I o z O NOSING I — .� ESTI BU LE z i o O = 1�,, 6�� = I �► = 6" 6�� 9-0 CLG. 6�� i cn DRAWN BY 1 6 +z x ^ `r I 4-11 - _ I 1_ 3 - .I. • 10 -8 41-811 10 7 0 MT I I------------------ S. FOX z m `r 10'_0" CLG. 5 = FLAT SOFFIT BOTT. @ I = . STO RAGE 4 _ _z o - - - _ _ - - _ _ - - - — " _ I 5 O „ I CHECKED BY o z - DR.&SH. o — — I 10-0 CLG. - 16 8 -8 A.F.F. TYP U.N.O. ,� o ----- -- - _ _ p �r L_ N o H. CRUZ _ ce Uj _ -- --- --- — -- 7 ~ }- 2 _" A O PwDRI1 SCALE z W I I COVERED a �' I -- 11•=a"- - - - — —�' 3. 151.311 101.011 LG. I I J o I I =N = I I FOYER o ENTRY = I o ~ Q I I ,� I �,�., ' d- MT ni 101_011 CLG. ' W A _ _ _ _ _ _ 2-0 _ _ _ 11 -7 _ _ 2=0 _ - FLAT SOFFIT BOTT. _ _ ,_, _ -' _ I I _ _ 10 -O-CLG. _ _ _ - -_ _ - 1 _ _ _ _ _ A U_ o 7.8 I I TYP ( I TYP @ 9'-0" A.F.F. 21.011 18111 121.011 6, 21.01. I 7.8 SHEET DATE o GREAT I _ � I I I I I - ca 1 F- �, 04-28-16 w I 12 OX MT ROOMCD }' a- OUT BOVE I +� I I bol SHEET REVISION INFO Qoz I I 10 -0 TO10 -8 I I 171-811-8 ,_4, II 11_ 81.011 41.011 PAVERS 10 u o _ I TYP. _ I COFFERED CLG. 24'-811 I I _ 4 .0" I ---- o U - o _ _LL °C M ---- -- ---- - I R. o w z vi -oo', '� ( COVERED ' 101_811 -�' I I 2X6 KNEEWALL — — — `�'' - - `"' 7 z M H I 3 � oo � - _ - a I DINING I O r' I LANAI 10-01' I I i r-----I I ' w z z I ^ TOP @ 34 Y I I 21_ I ROOM — m I I � 10-0 CLG. I 1 VEANTLESS I I ROUGH ° ' ; DW ; REF. I = W ; o DESIGNER FIREPLACE 3. G S p I II I _ p 1 911-41 TO 101-0`1 = I — o = ❑ Z = w I I PAVERS SUBMI MANUR SPECS. FIREPLACE I I BREAKFASI'DBL. , ' SET REVISION INFO SINK I I o I COFFERED CLG. o I FOR I STALLATION URMET FLUSH TILE W/ DISP.3 `n '� W I I I I AREI % - o cn = I I AND U L. LISTING A I 10 8 2 I z �- i i 1 -0 SPECSf HEARTH I I 10'-0" CLG. ITCHEN11 '-o' i o I 3. ce W °° ( 91.011 611 I 81.311 41 011 3r-411 I 81-7Y 11 1101.011 CLG. 141.011 I I 141.4.1 I 611 _ bo �. w _ k °� w z o I - - - - - - - - - "' M SHEET DESCRIPTION w to t — ----- - , W p z - - .--� W — O - ----- - FIRSTFLOOR b _ Z W o C) GAS COOKTOP Zo DOUBLE OVEN = o GAS LINE H i N O I O I �o PLAN z N N o a > o 3 _011 Z = � 1_ �� n 1 u I " 1 n ' � n ' 1 u � " a 4 8 -8 8 -3 5 -0 6 -9 29 -6 4 -6 1 -6 40 ce W = z 531.611 PROJECT NAME a- ov, o 100 60 20 U) nDUVAL COUNTY ou5zw 711-611I o ATLANTIC BEACH CC - !W— V � � Uj ' HERITAGE F-1wH U_ LU A i T LOT/BLOCK 0120 2 O ce ZzZU_ 7.8 o o cn TBI NUMBER 0120 z a - Z p MODEL Z QQ o Z Q GREENWOOD cn Uj 3 LU z WCLaZU_ ELEVATION NAME z � o W � o ARIBBEAN Uj ce "j a = - u- U) = z 0 r z z FILE CC, Y Z 10-01 � (n w `Q SHEET NUMBER Worm _ o zo = FIRST FLOOR P N ADDITIONAL N TE HED LE = A2,81 NOTES, SCHEDULES,S & DETAILS 0 W m W z _ SCALE: 1/4" = 1'-0" CARIBBEAN o o LL. CAN BE FOUND ON THE A3.N SHEET. U i-- 0 pC ERIAL NUMBER 1014.0 { ODDE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. DRAWING COMPLIES WITH THE APPLICABLE MI INUM BUILDING TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS July 12,2016 OZ r4 OF Foo LUc m CC a I i a O sat 0 R9673 OVIA A °a00 0 RED A� Z W I MANUEL GONZALEZ,AIA 0 O I AR 96730 z 0 431_111 I I o _ 201.911 131_411 3'-4" 5'-811 uu ce �--' yam 41.611 11_21 12'-2" TM U- Wo 00 M ( � N S � w ¢ = a w � m O D a H o - - - - - - -- - - - - -- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - � H ........... % o = " T . &SH. j:: .... :::: _ 0 A §; z z F-- 6 - - - - 6 - w g o adz i 11 1111 I 14-2 5 -7 M00 x o � 0 I ui DC = ! S z i>uoen I ^ ' 10 Ias - - - - - - - - - - - - - ^ -k � p ROOF BELOW I � � I co x w a z I . M C. I ROOF BELOW I Z � I BEDROOM 1 '1 ,,, o 0 U 9-0 CLG. I I `z , z I 9'-0" CLG. R. &SH. W a (!I ( pp A H a ... .......................................................................................... ................. � a y. I OAK STAIRS a, 2 -10 2 ( a � z I z w - = Q � I k#r oce op I 17 ( I w O ,.� N z _ ;164 o O I I I 1 1 1 1 1 1 1I O - - - - N I a � w I `r' BEDROOM 3 N , 0° - - -_ - - - - I 9'_0" CLG. o I 36" ABV. NOSING ' – 42" H LFWALL I o0n I _ _ z w 3'-6" 6% 7'-2%" W/ CA 51_5" 1.811 121.911 - - - - I _ DRAWN BY ce ° I – – Op CRICKET I = S. FOX zU- m o I 6 z p I _ _ I I " CHECKED BY � 0 ,a � � - -- -- -- - - - - - I L....... ......... ..._... . � � H. CRUZ LU - I _ .... .......... LJLJ .........: I BATH2 R. OVER -z W H. – – &SH_ – � SCALE m a ? I 10 9'-0" CLG. ALCcy — ---- o Q _ I 51.411 3'-5" 2'-811 61-41w.I MCI 10 - CLG.CLG. i . M CHO 1 11 W V? -9 CLG'.' F U- 0062 7.8 - N - - - I - - - - - - - - - - - - - - - - 17- - - - _ - - - - - � - - � - D- - ( - - 7.8 SHEET DATE I A 9' 0" CLG - - o 04-28-16 cc cn - ' 10 A7.81 d' N aw. p I 3, `fl `� rn ,-� N , , , ( SHEET REVISION INFO f CL _ _ I 42" HIGH GUARDRAIL w o V I \ j " 21.6/11 1.31 '_81 '_8� , 5� , 3, 18 ---- 0o I = I _ W/ PICKETS SPACED w z (n /X\ " p �' N I ' 17 SLOPE 1/8" I TO REJECT 4 SPHERE zw 0z 00 I – MT PER FOOT I ,,, z I 22" X 0" 4 w ? I --- - - N W J o p I ATTIC ACCES LOFTI BEDROOM - - i W I 19-0 CLG. as I 9'-0" CLG. °° ' SET REVISION INFO = I .- O z I 12 - v W O C7 ce a- w z - - I- - - - - - - - - - - - 13 -7/2 '_ 11 151_911ce. _ o a z 0 > 10 10 I � wW = - I14 W z cn , ( I `_° SHEET DESCRIPTION LU (nI cAWpz M 7 " W L_ — —— —— —— — —— — —— —— — — —— —— —— — — U O E S CO N D FLOOR } mce � p © O O PLAN cc z I p4w0 W cnJ. z 81-8t1 8' 4'1 161-5" 41-6" 1-2' 4LU '1 a o = Z 371.511 11 PROJECT NAME LU 0 5 8 CG .cQn� '�.v^^/ j d W L z I 43'-1" DUVAL COUNTY Uj ATLANTIC BEACH CC ui �-- = Q LL HERITAGE z0 = o rA cn z F- 7.8 LOT/BLOCK 0120 z0zv� I ,BIN NUMBER U ER 0120 T Q zo z w � � I MODEL < o z GREENWOOD F- ac LU > y` tZpO �- U3 L z Q I— ELEVATION NAME -•1 W U- W Z d � ARIBBEAN Ice `n °C1m W "' # S/' Lj Z Z = FILE Cori)y vi W €Q SHEET NUMBER co ILU pzw IZ a SECOND FLOOR LANW ADDITIONAL NOTES, SCHEDULES & DETAILS = A3 .81 W Cp l z - ,~ SCALE: 1/4" = 1'-0" CARIBBEAN k � CAN BE FOUND ON THE A3.N SHEET. � 0 0 0 ERIAL NUMBER 1014.0 . I f TO THE BEST OF MY RNOMPLEDGE,THE DESIGN DEPICIED ON THIS DRAwm comm Es wm THE APPLICABLE MINIMUM BUILDING DOOR TAG CODE INEFWASDFDATEOF ON . =DOOR CALL-OUT DOOR SCHEDULE July 12,2016 OF F V TYPE SIZE REMARKS �w ,�0 ' W A Q a Q et = E0 1 THERMA-TRU INSULATED 3'-0" x 8'-0" yg cc m ENTRY DOOR 0 1_ 11 _ AR967 0 2 OVER HEAD GARAGE DOOR 16 0 X 71-011 NON INSULATED RAISED w tg V i- J 12" TILE �'�' G" SURROUND STEEL PANEL DESIGNER DOOR FR 0G� _ m ce U BY BUILDER 3 SLIDING GLASS DOOR 12'-0" X 8'-0" TEMPERED �� A � Z MANUEL GONZALEZ,AIA z u.. o 0 0 4'-0" Z4 DOOR 2'-8" X 6'-8" SELF CLOSING SOLID WOOD NOT LESS THAN AR 96730 o z o GAS DESIGNER FIREPLACE z o o o (SEE MANUFACTURES 1-3/8"/OR 20 MINUTE FIRE - RATED - 'I F I SPEC. DRAWINGS FOR DETAILS.) 5 HOLLOW CORE DOOR 21-811 X 81-011 n a 0 o �, 6 HOLLOW CORE DOOR 2'-4" X 8'-011 co _ ON 0 W J 7 HOLLOW CORE DOOR 2'-6" X 8'-011 0 o 8 HOLLOW CORE DOOR (2) 2'-8" X 8'-011 N M U.1 A` o z 9 HOLLOW CORE DOOR (2) 2 X8 a s > ca o 1 FIRE-PLACE REAT ROM 11 11,j, 010 HOLLOW CORE DOOR 2 6 X 6 8 o SCALE 1/4 11_11.011 ALL w 1 II 1 11 A 0 0 = A3.N 11 HOLLOW CORE DOOR 2 -0 X 6-8 z = F- U w 00 g o o 0 12 BI-PASS DOOR 5'-0" X 6'-811 r/� N w to Q > W z 13 GLASS SHOWER DOOR 2I-0if X 61-411 TEMPERED > a 14 NOT USED W o o x u a o 15 BI-PASS GLASS SHOWER DOOR 5'-0" X 6'-0" TEMPERED o O VMSI Wa 16 HOLLOW CORE POCKET DOOR 2'-8" x 8'-0" W A z A V `f' '� 17 HOLLOW CORE DOOR 2'- " X '— 11 A z 5 to waw 8 6 8 � � `L' ce o a. J6TEMPERED -04 � a INLE LITE FRENCH DOOR 2 -8 X 8-0 / a a y" z 19 FRENCH DOOR 2 2'- X '- " INTERIOR '� "' zw 0 W w O 6 80 xo � o w �' IC o z 11 WINDOW TAG ,..Jas z Q o w w= U_ 4 DEEP WINDOW SCHEDULE CR13 w °C '� oma' o a NICHE WINDOW CALL-OUT o U_ ~ �bo 0- TYPE SIZE REMARKS O a -i m m W o A SINGLE HUNG H36 26 1/2" X 75" VINYL/LOW-E a B SINGLE HUNG H33 26 1 2" X 37 3 8" VINY LOW-E z o W / / DRAWN BY � 5'-0" C FIXED GLASS 48" X 64" VINYL/LOW-E/TEMPERED S. FOX wJ. z cc D SINGLE HUNG 25 36" X 62" VINYL/LOW-E EGRESS -♦ z o / CHECKED BY aE FIXED GLASS 32" X 16" VINYL/LOW-E H. CRUZ = w 2 NIICHE DINING ROOM o � SCALE 1/411=11-0" ALL F SINGLE HUNG H35 26 1/2" X 62" VINYL/LOW-E SCALE w m a > A3.N G SINGLE HUNG 25 (2) 36" X 62" VINYL/LOW-E/EGRESS ---- o ¢ H SINGLE HUNG 26 36" X 73" VINYL/LOW-E/EGRESS 0- n `n 0 I FIXED GLASS 24" X 24" U VINY LOW-E 0 � O SHEET DATE b 04-28-16 o INSULATION SSHEET REVISION INFO s W m " R-VA L U E zM - LOCATION TYPE= oma z U.N.O. F' m W CEILING @ LIVING AREA FIBERGLASS 38 o J o EXTERIOR WD. FRAME WALLS FIBERGLASS 19 � zw o � WALLS @ LIVING AREA FIBERGLASS 11 SET REVISION INFO Q (ntu = ATTIC SPRAY FOAM - cn m tDceu°Caz 0 0 3 3 H w o o w z � SHEET DESCRIPTION Fri w W 0 FLOOR PLAN NOTES, z m SCHEDULES, & DETAILS 0 ¢ w 0 w -> � z = Z f J a STAIR RAILINGA� W ¢ � � ND o z PROJECT NAME LU GUARD RAILING NOTE DUVAL COUNTY 0 0 w SECOND FL00 w = � 0 111-43/411 STAIR RAILING AND STAIR GUARD RAILING ATLANTIC BEACH CC - ,,,, = SHALL BE CONSTRUCTED TO WITHSTAND A w °�° CONCENTRATED LOAD OF 200 POUNDS APPLIED HERITAGE JA Ln z or. AT ANY POINT ALONG THE RAIL IN ANY -m 0LOT/BLOCK 0120 z z z U_ 00 DIRECTION. IT MUST ALSO WITHSTAND A z o z CONT. RAILING @ ce o ^ UIFORM LOAD, NOT CONCURRENTLY WITH THE TBI NUMBER 0120 CL u' 0 10" 36" ABV. NOSING -1 CONCENTRATED LOAD OF 50 POUNDS PER C@� MODEL z a LINEAR F APPLIED ALN THE RAIL IN ANY Q o z , N FOOT ALONG GREENWOOD cn oc DIRECTION. u, a 2x12 WD. CARRIAGE _ _ � INTERMEDIATE RAILS AND POSTS 00 00 (ISI-FILL) SHALL WITHSTAND A HORIZONTAL � w z c r LOAD OF 200 POUNDS APPLIED AGAINST ANY ELEVATION NAME w � zQ �n r� � r� v w 2x WD. TREADS �;. Ua Ln U ONE SQUARE FOOT AREA, NOT CONCURRENTLY L1J z a � o 'du.JNISON Ni NOMINAL TYPICAL CARIBBEAN oc W ( ) 00 WITH OTHER LOADS. FIRST FLOOR IF j WD. NAILER 0'-0" FIN. FLR. 0 cn ::: zz Z � z TRUST BLOCK Q W ce m = SHEET NUMBER oUJ = A STAIR SECTION F_ w � � SCALE 1 411 _ 11_011 = AIN ozmz _3 _� A3.N / FILE COPY c 80", pC ERIAL NUMBER 1014.0 a. A TO THE BEST of W MIMMIGE,THE DEMCA MM ON nus DRAWING CDMKM wmi THE AMICA E MMM euu W ELEVATION NOTES �OfEa�� G , I V July 21,2016 c = 4 �' N PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM OF FSO 11 I# tl WIIIIIIIIIIIIII 5.2.8 TYP. OF 2 1, FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR Q'Cp � w . 00 �= IIII _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ __ __ TOP OF ROOF RIDGE IRI/ DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED �� W } = 2 immi OTHERWISE 0 0 11 1" ce m FOAM APPLICATIONS FINISHES SHALL BE ACCORDING Q a 11 r > J 7 2' TO EACH ELEVATION 70 I AR9673 a �j o o _ 3 "CORAL-LIGHT" OR EQUAL PRE-FINISHED �G, �, I ,I5.2.8 5'2'8III TYP. 1 FOAM APPLICATIONS SHALL BE INSTALLED AS PER '� 0" 'tib ,.? 5'2'8 3. MANUFACTURER SPECS. U.N.O. FRED p�G� PREIIIIIIIIIIII -CAST STONE APPLICATIONS, SHALL BE 'STONE ' If . O _ : __ 4. CAST FROM FOAM FACTORY INC. OR EQUAL, AND AR 96730 Z W MANUEL GONZALEZ,AIA 4 z z __ __ INSTALLED AS PER MANUFACTURER SPECS. .O. PLATED o �„ BALCONY N _ _ - _ HEEL HT. TRIM WORK FINISHES SHALL WRAP ALL OPENINGS ,cn ac - - - - 4 1u •,_ .,._. ..................._.......................................................................................................................................................................................................... / 5. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE I m _ % _.........._........................................................................................................................._............................_........................................................._.................................................. ii4 —_ ...................... ::::::::::::::::::::::::: :::::......::::::::::: w ce F-- . t _ OPENING cnwO .. . : :T:::: :::. :: :-. -:: a .::-:::....::.:..::::.... -.--..... : —�v---- -_mm_- METAL WORK IN INTERIOR AND EXTERIOR RAILINGSIN .........................................._.................................................................................... :::......................::: ..................................................... I'll1...... ...... .r : -:n L................... _ T: ::::.-:.:::. ::. -::. ::: : 01I 0II, Wiz °° ...... . ..... I.. t _ v_.ww ...._...._ 11 __ .._................._.. ............................ ............................ ............_......................................-............_..................._......................_.......................................................................... ......................I..........._.................. 6. AND APPLICATIONS TO BE FAUX WR HT IR N Is _ 6x18 RECESS Lu 0 W J 5.2.8 1 UG � 00 i ::::. � OO N O TYP. - ALUMINUM M -- 0 i— ��=:� �-- = FLASHING N LU ...... ................. _............... __ ................................................................................. ........................................................................................................................................... .................................................. TH a 0 _ _ � ,,�..�, E BUILDER SHOULD NOT INTERPRET THE DRAWINGS, � w � a 'S ZI; ,..`. ....... .,.............................................._............................................. .._.................................................... a ! w O� w ¢ �t-.......... -- - ::fl� ....._.__. _ ........_. t_..:_.........._. 11 7. A SHALL BE CLARIFIED BY THE .: - ANY MISDESCRIPTION CLA a m o ....t................... .-..... , ...................._.................................... 5.2.8 ARCHITECT/DESIGNER �+E -< F.I w o llII- 0 = w I ......_..........._.................................�. ...y.,...._.... •. .\ _........................ ......_............................. THE BUILDER SHALL BE RESPONSIBLE TO SETA MEETING Z = IIII- r-'I 0CD I ,- - :•'; : . WITH THE SUB-CONTRACTOR/ MANUFACTURER AND Q 0 A S a z 5.2.8 . ..._._...._..........._......................................................................._........................... � I o 0 O _ -C. ICKET _._ ;_-. . .�,.. \.. 2nd FIN. FLR. 8. TH ._ _ H HALL �, "' oc � � . ; : - - - ;. ..-. ; :• . 1 . . .. . . . : . _ HEEL HT. _ OORDINATED C3 S w Z ,., �. - - - - - - - - - - - - - - - - - - - - - v .� ARCHITECTURAL APPLICATIONS WILL BE C O o N N - _ . - 1 .- _- , - . - . - .-. �'-• - -. -- _. _ __ .)_PLATE_ _ _ o AND APPROVED PRIOR TO INSTALLATION _< 1 > � ' ok 0 I N N ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING w �.-� E v, 0 5 • • 9. o z 1 .1 � 2 x Z = 0 5.2.8 . ft 11 V 5.2.8 aoO ;53: a a I . , 0-4 w A C a En W Z ,� I ADDITIONAL ELEVATION NOTES. U o ,� .."l.': , . . a. METAL ROOF 1 A z CA- cn 1 .1. _ ;. _ � a 1 PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7 HEEL W oc z : 1. - I I 1 o � '"'� A w �,, U) 11 . .. I �� r.. 2 ALL HIPS TO BE MANUFACTURED WITH A 1 1/2 OFFEST AT CORNERS 0-I A M w �". I t F- ¢ — — — — — 3 - TO BE MANUFACTURED WITH AN Q .. : :'::I _ cc 0 ., ... ........................................ ............................................................ ._............................................................. . _ .. ................ END TRUSSES a ALL GABLE E SES o O .. . .. o s J ADDITIONAL / DROP 71 W U_ -I :. N z :< .. _.... .... C) . ......................_... cD p cc FIN. FLR. .. - _ .: _ __.___ _._____._.__._______ _ - __._ __.__._._._. __ _.__.__.._ 0 . 11 U_ — — — —'-- 1. IIII w . .. . . �'', I � . I 1-I 'IV 11-11 14v 0 0 0 V ce Qm ce VO 0 O 7 '\\ rl4 DRAWN BY ?, int ce 0 5.2.8 TYP. W w 5.2.8 S. FOX 4,. ` m 1"...Z Z FRONT ELEVATION CHECKED BY ce c `f _ H. CRUZ I L = u,, SCALEa- L . 1/4 = 1 -0 C RIBBEAN O O Z W SCALE m ¢ > I ---- _ � o a w v=i - ROOF PER U v% 11 - o 0 o CONTRACT 11=1 ' SHEET DATE V _ i _ W 4 b ._0 04 28-16 a. O .., O W ~- SHEET REVISION INFO °C0m `, a. ---- = m v 7 11 I- W ZIIIIIIIIIIIIIIII z cn o c� 5.2.8 TYP. w "' Z 't mmw � - o � � � HEEL HT. - - - - w ¢ o T.O.P1AT� a�BALcm_ . M = 0 w - _ _ _ _ _ _ _ _ _ _ SET REVISION INFO cn ; _ _ HEEL V) J w ................................._........................._.........._...................._........._.............._........................._._....__...._..............................................._.... -= v- �� . TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS IWILDING NOTE: FBCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO BE D�WING��W�THEA APPLICABLE EM. CODE IN EFFKT As OF DATE OF CBtTIhICATION BELOW. ,,, vo Lj CALCULATED AT 1/300 PROVIDED THAT 40-50%OF THE REQUIRED ROOF VENT CALCULATION July 22,2016 g ,-� — - i" o $ VENTILATION IS PROVIDED BY ROOF VENTILATORS LOCATED WITHIN 3'-0" OF F N __ _ _ OF THE RIDGE OR HIGH POINT UNLESS CONFLICTS EXISTS MEASURED �C� ^.0 HiQ iQ 5.2.8 — — t ) TTIC AREA (TOTAL UNDER ROOF) 2617 SQ. 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(EYEBALL) FIXTURE W = m H 1- ::.....__.. .. .. - W w O . . . _Uj _ ...........................__ _ . . . .................. ........ .......... .......... .......... ......... ......... .......... .......... .......... ......... ......... ......... ......... ......_. ._...... ....... ....._ ........ .......... ......... .......... .......... .......... .......... ........_ ......... ......._ ....... ........ ....._ ......... ...... SINGLE FLOOD WALL MOUNTED � o i--- E:.:...... H oo _ _ DOUBLE FLOOD - WALL MOUNTED U S o -- - - - 'a z CO W o & I �j SINGLE FLOOD - SOFFIT MOUNTED N w z (lk DOUBLE FLOOD - SOFFIT MOUNTED ! 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COVERED DISCONNECT SWITCH w .1 JUNCTION BOX ---- ® O BALCONY, O SD/CO w z o _ - D TV JACK cn O (D PHONE JACK - PREWIRE ONLY ' # m LU W ..............._ 0 THERMOSTAT I \ f wQO � .................................................................. O PHOTOCELL - SOFFIT MOUNT n z LU ROOM F �, PHOTOCELL - WALL MOUNT SET REVISION INFO Uj ELECTRICAL PANEL O cn J W # S . BEDRO62 s. w z LOFT '� SPEAKER WIRE FROM TOP OF WALL rf. 4 � � � . I 1 3- cC m # ! K pCWZ KEYPAD � 0 > I O p I � W CHIMES :...f w z STRUCTURED PANEL (A.K.A. SMART BOX, SHEET DESCRIPTION zU _ OPT. A cn OPT. LU _ _ _ _---_- ________ � ___ _ __ - __ _ �___________.___ _- __ __ ____-_-_----_- __ ________ F::::: � COMMUNICATIONS BOX, MEDIA BOX, HOME M E cn w C� z 3!} i 3 i y::'.:..:::::.:�:.::........ :.�::: :: 1�1 o -- ....... .............a ..............................._ FLOOR ... .... .::.: ........ ..:... DIRECTORY) z `i #Ivr. INTERCOM ELECTRICAL LAYOUT � o m cc Z 0 a W O FOR REFERENCE ONLY W Q U � J Z LU w o z PROJECT NAME Uj DUVAL COUNTY O p z w w = moo ATLANTIC BEACH CC - I- = � W , �, w � HERITAGE z O w LOT/BLOCK 0120 '-' zP � z o z '.'- z O z I TBI NUMBER 0120 o z o MODEL z w o I � cezQ GREENWOOD W U_ z a �-- ELEVATION NAME �F zWWU_ W CARIBBEAN � W Q = p ~ zo z W � � m �= SHEET NUMBER oo = � FLOOR LECTRICAL LAYOUT ~ SECOND 4 = E2.81 5u 0 W m W z SCALE: 1/4" = V-0" CARIBBEAN o P o I pC ERIAL NUMBER 1014.0 if - TO THE TM p�/F yy WM EyGC GN/Ep./�D ON THIMme. DRAWING COMPLIES WITH THE APPLICABLE MINI M1 BVLLYW CODE IN EFFECT AS OF DAIS OF CERTIFICATION SHAW. I ' o JUL L TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING •�� of FzO W �A � pI0 ��. 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE o FLASHING TO FORM WATER SHEDDING LAPS FOLD UP WEATHER a oc BARRIER WITH HEAD FLASHING TIE-IN MECHANICALLY FASTEN AS WEATHER FOLD UP WEATHER cc m RESISTIVE BARRIER & NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER & 0 >- J INSTRUCTIONS. � .�� o 0 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE TEMPORARILY SECURE THROUGH FLASHING BARRIER TEMPORARILY SECURE AR967 �j v �-- HEADER TO ALLOW FOR FLASHING INSTALLATION 1. CUT, FOLD UP &TEMPORARILY k7 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE SECURE WEATHER RESISTIVE WEATHER BARRIER ABOVE HEADER TO EXTERIOR FREp pRG BARRIER RESISTIVE ALLOW FOR FLASHING z u.. INSTALLATION BARRIER SHEATHING 0 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD 61. MANUEL GONZALEZ,AIA ' z z FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE WEATHER TAPE SILL PAN AR 96730 a o RESISTIVE 2. INSTALL HEAD FLASHING UNDER cn : .. BARRIER WEATHER RESISTIVE BARRIER 2 Q .........' :•:::... (ASSEMBLED Lu :::`;.` - ::::. 3. FOLD WEATHER RESISTIVEoo WINDOW ) `� Q SILL PAN BARRIER BACK OVER HEAD 2 m cc z J :...:..::_. FLASHING AND SEAL WITH TAPE = s o W J © z Z °O s r :....... N °. u- o �„',�� 1O L FLASHING �: :.�•: W . .: :_ti : :. •:..:::.::. ........ ..... .......:..... ......... ... ............ '..,. ..1.........' '..... W o z r :::::. ....: DO NOT FLASH �1 ........ .. 7.' . OVER BOTTOM W Q •:.7.•::::�c a :.... �._.......... CORNER c�3 s W _ ': ::..:.:`::. NAILING FLANGE w a w o :. :::: PATCH y {7:::.:.' :�:.::: 0 Q o a :7 NOTES.. w 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE 8 .7:: '.t•.:::::::: •O W :7:: x::....•:...: � o > v' f..7:: (MIN. 6'I WIDE). CONFORMING TO AAMA 771-07 —i W z . "' ,� C3 FLASHING �::::: o o FLASHING 7: 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF Z ..a.. WINDOW SILL PLATE. ~ W :a:::::::::: o a........... O _ :: NOTES: A ua, o 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. a p cc Luz . ._. 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6 WIDE) ci o a :. CONFORMING TO AAMA 711-07 4. INSTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED w Q A w W a cn :►:......;:: Z W = o BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 Q x 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS a :a:::::.::: _!� a W 3. MECHANICALLY FASTEN AS NECESSARY O a o ce o EXT_1 TYPICAL SLIDING GLASS DOOR FLASHING DETAIL EXT-2 TYPICAL WINDOW FLASHING DETAIL 0 p ce Q C) D3 N.T.S. (EXT-1) D3 N.T.S. (EXT-2) `` OPTION -A la- ouj a V ce � 0En z . o o 061. FLASHING a cCONT. DRIP EDGE • CANT STRIP ACROSS DOOR HEAD DRAWN BY z 0° TO DIVERT RAIN WALL PER PLAN o z SILL PLATE M. STRICKLAND WALL PER PLAN cn `_ _ W ce � ` CHECKED BY o >- RAIN DRIP 0. SWAFFORD z LL' SEE NOTE #2 m <t > EXTERIOR REG�� SCALE a DOOR �o wWALL SHEATHING EXT AOR 22 X 34 = SCALE AS NOTED o WITH WEATHER J WIN W 11X17 = 1/2 NOTED SCALE d o RESISTIVE BARRIER o SHEET DATE 0 oc NOTES: NOTE: a0 z 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 61' WIDE) ui m ou CONFORMING TO AAMA 711-07THIS DETAIL ONLY APPLIES AT EXTERIOR SHEET REVISION INFO ~ w z vi DOORS THAT HAVE NO IMMEDIATE OVERHANGS Z = o cD 2. INSTALL SILL FLASHING AS SHOWN ABOVE ABOVE THEM AND DOORS THAT HAVE A SECOND ' STORY WALL ABOVE THEM. Q W z ,t m m u, 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS Lli ' zZ � ui w WATERPROOFING AT EXTERIOR DOOR EXTERIOR WI DOW SET REVISION INFO 0- ", C> _ EXTERIOR OPENING OR BEAM �E _ HEAD DRIP DETAI EXT_7 HEAD DRIP DE AIL ZcewzEXTS _ woo D3 N.T.S. (EXT-5) D3 N.T.S. (EXT-6) D3 N.T.S. (EXT-7) Z V z 0 Wz SHEET DESCRIPTION th W z Z � � z LWjF. STANDARD t cu e-1 a- < > o NOTES & DETAILS Zz = o k UJ z a o � z PROJECT NAME a vi� C:) ce WmUJ off ".-' IW- V � � a� W -- W I- Z O W Z o LOT/BLOCK ce c0 Z0zu.. ;,q :5 z o z TBI NUMBER 0 0 z o MODEL .- zwo � a 0Z � � aWa ALL t� UJ u ELEVATION NAME W z N V W U- Z W ALL W Q = S' F V Z = MZ cri m SHEET NUMBER oc v0 = c~n FILIr c F- 0 Oce WmW J V J z —� a a o 0 o ERIAL NUMBER 1014.0 0.1 rq trE =0FW Z TR DMGN ON ROOFING PER CONTRACT ON (2) WM M OfEa AS OFLAYERS OF �� ' z (CONTRACTOR TO PROVIDE PRODUCT 16" SHEATHING JUL 2 2 1F CD C+ APPROVAL FOR ROOFING SYSTEM) SEE PLAN OF FSOcoo /� r000 10 _ ~o 2X6W/ 2" DIA. 0 � � � , �,; ROUND VENT @ ✓..-' 24„ O.C. 0 O O - 896730 0 v F- METAL DRIP - .- 00 �,0 tv EDGE - 3 00000 0 CARIBBEAN CLAqSIC COASTAL SHINGLE 2 X 4 FASCIA R �� ED A z V- MANUEL GONZALEZ,AIA � O CEILING INSULATION z z OSOFFITLEGEND X RAFTER TAIL (SEE ENERGY CALCS.) AR 96730 z� � N N.T.S.S, � w @ 24" O.C. 1/2" RIGID GYPSUM BOARD o � � 0.H. . uj 1 x 4 TONGUE PER PLAN DBL 2x SYP. WD. ch UJ TOP PLATE , ao AND GROOVE � mce o z -� FINISH MATERIAL #2 WD STUDS o M O w � 2x SYP. � N U- R PER ELEVATION @ 16 O.C., TYP. _„ w oz WALL INSULATION w W = a 1 X 4 HEAD TRIM (SEE ENERGY CALCS.) ►-� a m a 2x SYP. #2 WD. HEADER F" a o = -SEE SCHEDULE 8 0 z = H- O A N a 00 z SCHEDULED WINDOW w N o o BACKER ROD g w z AND SEALANT ( ) Y w SEE FLOOR PLAN O � o WINDOW ATTACHMENT COMPLIANT W/ FBC R tp � 0 5/4 SILL z 2x SYP. #2 WD. STUDS @ Q u,, a O 1 X 6 APRON - 16" O.C., TYP. x A u ui o EXTERIOR STRUCTURAL a" c,v cn z SHEATHING AS REQUIRED WALL INSULATION '-� A 000 W o (n BY FRAMING DETAILS SEE ENERGY CALCS w A W cc ( ) z � w = o A f a. 14 WATER RESISTANT BARRIER � z z (2 LAYERS REQUIRED) CONNECT WALL PER x' �=-, <t � POLYETHYLENE HOUSE WRAP FRAMING DETAILS Q ce 14 OR APPROVED EQUAL SYSTEM OSID W Q FINISHED BASE MOULDING x w N Z Q 2x SILL PLATE a o �h.��. 2x RIBBON FASTENED 3/4" GYPCRETE (OPTIONAL) TOP OF ,`; TO FLOOR TRUSSES PER 3/4" THK. T&G SUBFLOOR FLOOR O o ui TRUSS ENGINEERING TRUSS V a m wO � >` a ce o kOOFING PER CONTRACT ON (2) o O LAYERS OF 7/16 SHEATHING W x ? (CONTRACTOR TO PROVIDE PRODUCT a . ce APPROVAL FJR ROOFING SYSTEM) SEE PLAN WAINSCOT/TRANSITION ' DRAWN BY v m z F 2x RIBBON FASTENED WO z TO FLOOR TRUSSES M. STRICKLAND a 2 X 6 W/ 2 DIA. BATT INSULATION _ �w ROUND VENT @ PER TRUSS ENGINEER REQUIRED OVER GARAGE CHECKED BY Z w 24 O.C. r-,�- (SEE ENERGY CALCS) 0. SWAFFORD m a > r�,� DBL. 2x SYP. WD. TOP PLATE t J O :. .; M ETAt-D .- = SCALE 0 0 = EDGE -'" PRE-ENGINEERED WOOD FLOOR 1/2" RIGID GYPSUM BOARD 22 X 34 = SCALE AS NOTED w r 2 X 4 FASCIA TRUSSES (VERIFY W/TRUSS O o ENGINEER FOR TRUSS LAYOUT) 11X17 = 1/2 NOTED SCALE d o -CEILING INSULATION cc cn o (SEE ENERGY CALCS.) FINISH MATERIAL SHEET DATE PER ELEVATION 1/2 GYPSUM BOARD ' O � � 2 X 6��RAFTER..TAIL �� X00 @24 1/2 RIGID GYPSUM BOARD ON STUDS W/ WALL f~. W V O.H. 1 X 6 SMOOTH INSULATION (SEE SHEET REVISION INFO x 4 TONGUE PER PLAN DBL. 2x SYP. WD. STUCCO BANDING ENERGY CALCS Luz (n AND GROOVE TOP PLATE ) Z z 2x SYP. #2 WD. STUDS m z FINISH MATERIAL . , @ 16" O.C., TYP. m :.` HEADER , SEE FRAMING o J PER ELEVATION w Q o o WALL INSULATION PLAN FOR SIZE AND DEPTH Z o u, 1 X 6 SMOOTH (SEE ENERGY CALCS.) a J w STUCCO BANDING SET REVISION INFO `u z 2x SYP. #2 WD. HEADER Q g -SEE SCHEDULE CL z > z 6.4 o o SCHEDULED WINDOW SCHEDULED WINDOW z Uj � (SEE FLOOR PLAN) (SEE FLOOR PLAN) o w z WINDOW ATTACHMENT WINDOW ATTACHMENT W W o 1 X 4 SMOOTH 1 X 4 SMOOTH COMPLIANT WITH FBC-R COMPLIANT WITH FBC-R SHEET DESCRIPTION z W C STUCCO BANDING 1/2 GYPSUM BOARD ON STUCCO BANDING 1/2" GYPSUM BOARD ON STANDARD }' ce a o EXTERIOR SHEATHING TO STUDS W/ WALL INSULATION EXTERIOR SHEATHING TO STUDS W/ WALL INSULATION Cl a uu o BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) NOTES & DETAILS z= o OF THE FOUNDATION, 1/4" 2x SYP. #2 WD. STUDS OF THE FOUNDATION, 1/4" 2x SYP. #2 WD. STUDS J @ 16 0 C , TYP. @ 16 O.C., TYP. z GAP BETWEEN FOUNDATION GAP BETWEEN FOUNDATION W = � AND SHEATHING 2x P.T. SILL PLATE AND SHEATHINGce 2x P.T. SILL PLATE i; (no WATER RESISTANT BARRIER ;.' WATER RESISTANT BARRIER PROJECT NAME CONNECT WALL TO FOUNDATION CONNECT WALL TO FOUNDATION z z (2 LAYERS REQUIRED) �' PER FRAMING DETAILS (2 LAYERS REQUIRED) PER FRAMING DETAILS O o u POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE WRAP o �, OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE METAL TERMITE w = o SHIELD UNDER ILL OR APPROVED EQUAL SYSTEM PROVIDE CONT. �- = o w FLASHING U S PLATE FLASHING SHIELD UNDER SILL PLATE `n LL' MAIN FIN_. FL00_R FINISHED BASE MOULDING MAIN FIN_. F OR FINISHED BASE MOULDING Z O LU 1 " Q 1-011 - - �' ;Q LU ELEV A 4 LOT/BLOCK -' w �, ELEV @ 04 a d TBI NUMBER � Lu W4 z0z � � � I III III 171 11 � I III III � � o Lo 6- o obo � :A. 111_1 11 I 4" CONC SLAB W/ d . III III I I 4" CONC SLAB W/ MODEL ti �'- a o ( � VAPOR BARRIER VAPOR BARRIER z II I . . II II wawa ALL z � > � � .. I I i I_ a4 III � Lu W o z — REFER TO STRUCTURAL — REFER TO STRUCTURAL Lu � z d DRAWINGS FOR - -- I I DRAWINGS FOR ELEVATION NAME C� Uww - z ,,., o III 4 III- COARSE COUNT & III 4 III_ COARSE COUNT & � a o ? d. I . FOOTING SIZE . FOOTING SIZE - w I I I • q •. I I I PROVIDED BY I I I I • •. . ( _ .� I I I PROVIDED BY CARIBBEAN i OTHERS OTHER co ) _ III S) X z z0 III_ z COPY SHEET NUMBER -0 W � ceco o z = ( EXTERIOR WALL r ..oF- = Lu Co w 1 SECTION WITH WINDOW 2 TWO—STORY WALL SECTION � oz D 7 • II 1 11 Z o u- D7 SCALE: 3/4" = 1'-O" SCALE. 3/4 - 1 -0 .� avf- o LSERIANUMBER 1014.0 a p • A TO THE BEST OF W KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODE IN EPFECT AS OF DATE OF CERTIFICATION BELOW. C) z S MIRROR 3" FROM SET MIRROR 3" tit 11 2 Z N EN OFF BACK SPLASH MIRROR=VANITY -5" FROM INSIDE CORNER DRYER VENT (TYPICAL) ,�� OF FCO GAS PIPE (TYPICAL) o FOR GAS DRYER ONLY aE ao sd J - O O i oC cn °0 73 0 = ~ COUNTERTOPS o � a DRYER VENT (TYPICAL) G�, ,�� ! ' _ '-' oo GAS PIPE TYPICAL s 0� �00 ti 36 HIGH X W ( ) FRED �G _ It FOR GAS DRYER ONLY { :` LL. � (VANITY-5 ) MIRROR � �'' � � � £, o o OUTLET BOX _ a 1/4 MIRROR MANUS AR 96730EZ,AIA DRYER VENT BOX- AR o CENTER SIDEWAYS - ATTACH PER MFR. Q v, cn IN BACKSPLASH 0 0 0 INSTRUCTIONS z cn oc 1/2 RECESS o � _ _ FOR MIRROR DRYER VENT BOX- LL, ce �. ATTACH PER MFR. in W O to C'- m M o 2X4 HALF WALL INSTRUCTIONS - z " YORKTOWN P.T. SILL PLATE N P.T. SILL PLATE 00 w o "' TRIM - MM MIRROR (IF SLAB ON GRADE) ;� (IF SLAB ON GRADE) N a ;.. La.u 0 CABINET w "- w 0 , a VANI MIRROR INSTALLATION INSTRUCTIONS: a a a ' w � p WITH PEDESTAL � � '� E••'' w od A 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. O w00 a _ 2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE: It O A o o 00 COR ER. (YORKTOWNE TRIM MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE KNOCK OUTS FOR TOP, U w $ ui � �, NOTE: BRACKETS REQUIRED IF BOTTOM, OR REAR VENT LOCATIONS. -' '•" z COUNTERTOP CANTILEVERS MORE THAN 10" 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED o o BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM 12" /- FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. LENGTHS PER MANUFACTURER'S SPECIFICATIONS. Z w Q o INT-1 KITCHEN HALF WALL DETAIL (,NT-2M STER BATH MIRROR WOOD TRIM DETAIL INT-3 DRYER VENT BOX FOR DRYER ONLY5 '+ � W z n t rt a v o a D8 SCALE: 1 2" = 1'-0" (INT-1) �$ SCAL 1/2 = 1 -0 (INT-1) D8 SCALE: 1/2" = 1'-0" (INT-3) w A A w 2a- z / z W A a � o A v� TILE OR STONE ON 1/2" COMPARE ,� = z z TOLL APPROVED TILE BACKER (REFER HARDI BACKER BOARD MANUFACTURER'S O a o TO CONTRACT SPECIFICATIONS) OVER%" EXT. PLYWOOD DIM OF TUB & F O - , oc 0 0 o ON 2X4 FRAMING. PUMP LOCATION x o a N WALL TILE (=� za 4 0 .:?;* ce 0 2X BLOCKING BETWEEN d VARIES - SEE PLANS a w STUDS (3 WALLS) REFER TO FLOOR PLAN, 0 a- 100 w o VARIES BY MODEL .�- 1 ROW OF TILE a ce o VINYL LINER (3 WALLS) EXTENDED 5" 0 0 n UP WALLS z 2X4 @ 16" O.C. o w CORNER SHELF cS W — 100% SILICONE SEALANT BETWEEN p {1) CERAMIC CORNER DRAWN BY 0 TILE BACKER AND WET BED 0 SHELF AT 48" A.F.F. g V„o z o m — FLOOR TILE - 2X4 LEDGER M. STRICKLAND mu tp °u i w a FLOOR TILE o w � � d- CHECKED BY = a. E- �• N N DROP IN TUB N �- 2-2X4 P.T. THRESHOLD . • • W Q LZ DRAIN,, L 0. SWAFFORD m a > W > rt LL: + 2X4 CRIPPLES J O J r J �^-_ . . . • . . a SCALE o o = ' • • • • • 22 X 34 = SCALE AS NOTED 'z 0 cn � TILE AT DOOR ¢ 2X4 TO BE P.T. SUPPORT UNDER 11X17 = 1/2 NOTED SCALE o PRO-SLOPE PRO-SLOPE THRESHOLD J WALL TILE WHEN IN CONTACT TUBAS REQ. BY °; LINER SET IN SEALANT @ �, W/ CONC. ADJUSTABLE MANUFACTURER'S. 0 SHEET DATE j o oc SHOWER DRAIN FLANGE OVER ROOFING FELT PLAN6' O O u W m V 2 SHOWER DRAIN (FR-�33DROP IN TUB DETAIL SHEET REVISION INFO ~ w z cfi NOTE: D8 • z � 0 Q NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXACT S ZE AND SHAPE VAIRES BY MODEL AS SCALE. 3/4" = 1'-0" (FR-33) 'a = v' z BE USED IN LIEU OF CERAMIC WHEN MARBLE/ WELL AS PLUMBING ACCESORIES. REFER To SHOWER ELEVATION m ° w MARBLE TILE OPTIONS ARE SELECTED. ARCHITE URAL PLANS BY MODEL. FSP 0 _j � � FPS A` O� W Q Q LU .x W W �.�`� I Q�`'` 0 _jSHOWER & CURB ON FRAMED FLOOR INT-5 STANDARD SHOWER SHELF LOCATION ��- SET REVISION INFO z � = rINT-4W � END POST TIED.INTO FLOOR Q�� cn m D8 SCALE: 3/4" - 1'-0" (INT-4) D8 SCALE: 1/2" - 1'-0" (INT-5) JOIST BELOW EXTEND TO � oc ui BOTTOM OF FLOOR JOISTS. o > W = END POST TO PENETRATE o W z `f' SUBFLOOR. W o (n SHEET DESCRIPTION z W 0 FACE NAIL END POST TO oc o BLOCKING. STANDARD a � � z 2x BLOCKING BETWEEN ' ol NOTES & DETAILS oa �, o z z = 0 FLOOR TRUSS AGAINST Lu 0 J ¢ END POST. ; 'c" = z ,-''' - ' ' ' ,-''' PROJECT NAME a 0 cn SUB FLOOR. W O olIn Z W V 0 W UJ Z O W cn z f- / , ,\\/\ LOT/BLOCK F-1 W = O moi'' ,�' �� \��\ �\.01 r/�,/ ,�' ��'/ \\\\` j�� /�/ © a • cn TBI NUMBER Ll•3 � Z o \ 7Y �� / 'ice�i Q � , MODEL s-I z uj n Q '/ / i '�� '� i \ / �� Al Lu o0olALL �.o w o >- '%� ;%/ �''��-':'' NAILS(TYP) .-4 W o z FLOOR TRUSS. / : ' ELEVATION NAME N two V w U- '.''' z 0 ALL 0 � W Q = SU- x ~ z0 u, (n m SHEET NUMBER W oo = � Co`PY w a (FR-34HALF WALL TIE—IN DETAIL _3„ owcow � z _j _3 0 z _3D8 N.T.S. ERIAL NUMBER 1014.0