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HomeMy WebLinkAboutBuilding Plans,a a INDEX: A-1 SITE PLAN/ NOTES A--2 FOUNDATION PLAN A-3 FLOOR PLAN A-4 ROOF FRAMING & ROOF PLAN A-5 SECTIONS/DETAILS A-6 SECTIONS/DETAILS A-7 ELEVATIONS/DETAILS E-1 ELECTRIC/PLUMBING A, GENERAL NOTES 1. WORK TO CONFORM TO FLORIDA BUILDING CODE, 2014 EDITION, 165 MPH ULTIMATE WIND SPEED,128 MPH NOMINAL WIND SPEED. 2. DO NOTSCALE DRAWINGS. WRITTEN DIMENSIONS SHALL GOVERN. ACCURATELY FIELD MEASURE ALL INSTALLATIONS BEFORE FABRICATION. 3. CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY OFANY DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND FIELD CONDITIONS. B. SITEWORK 1, FOOTINGS SHALL BE EXCAVATED TO DEPTHS AS INDICATED ON CONSTRUCTION DOCUMENTS OR TO FIRM UNDISTURBED, INORGANIC SOIL AND ARE TO BE LEVEL. 2, SOIL BEARING ASSUMED TO BE 2000 Ibs,psf WITHOUT GROUN DWATER TO 3' BELOW BOTTOM OF LOWEST FOOTING. 3. REMOVE CLAY OR INORGANIC MATERIAL FROM BELOW FOOTINGS AND SLABS, BACKFILL SHALL BE SAN D AN D GRAVEL TO PREVENT SETTLEMENT MAXIMUM GRAVEL SIZE TO BE 3" IN DIAMETER. C. CONCRETE 1. ALL CONCRETE TO BE BATCH MIXED, STONE AGGREGATE, 3/4" MAXIMUM, Cc = 3000 psi AT28 DAYS. ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED. 2. ALL WORK SHALL CONFORM TO THE LATESTA,C.I. BUILDING CODE. 3. ALL CONCRETE SHALL BE FORMED. 4. CONCRETE CONTRACTOR SHALL COOPERATE IN SETTING ALL ANCHORS, INSERTS, BOLTS, SLEEVES, OR OTHER BUILT-IN PREPARATORY ITEMS AS REQUIRED BY OTHER TRADES AS WELLAS MAKING ALL NECESSARY PROVISIONS FOR CONTROL JOINTS AND EXPANSION/CONTRACTION JOINTS. 5, POURS SHALL BE MADE CONTINUOUSLY FOR EACH ELEMENT (FOOTINGS, WALLS, ETC.) OR SHALL BE PROPERLY KEYED OROTHERWISE)OINTED WHERE DISCONTINUOUS. 6. WET CURE FOR 5 DAYS MINIMUM OR EQUAL. 7. REINFORCING STEEL TO BE MINIMUM GRADE40. S. FOR FOUNDATIONS, MINIMUM COVER OVER REINFORCING BARS SHALL BEa) 3" WHERE THE CONCRETE 15 CASTAGAINSTAND PERMANENTLY AGINST THE EARTH, b) 11/2" FOR NO. 5 AND SMALLER BARS AND 2" FOR NO.6 BARS AND LARGER WHERE THE CONCRETE IS FORMED AND WILL BE EXPO5EDTOTHE EARTH OR WEATHER. D. MASONRY 1. CONCRETE BLOCKS SHALL BE MADE OF PORTLAND CEMENT, WATERAND APPROVED AGGREGATES. 2, CONCRETE BLOCKS USED FOR LOAD BEARING OR EXTERIOR WALLS SHALL HAVE MINIMUM SHELL THICKNESS OF 1'I" AND A MINIMUM WEB THICKNESS OFI", AND A SHALL HAVE A NET CRO55-SECTIONAL AREA OF NOT LESS THAN 50 % OF THE GROSS SECTION. 3, MASONRY WALLS SHALL BE RUNNING BOND. 4. MORTAR SHALL BE TYPE M FOR EXTERIOR WALLS AND HAVEA MINIMUM AVERAGE STRENGTH OF2500psi FOR CONCRETE. MORTAR BEDJOINT5AND HEAD)OINTSSHALL BE s"THICK 5. GROUT SHALL HAVE A MAXIMUM COAR5EAGGREGATE SIZE OF 8" PLACED ATAN 8 TO 11 INCH SLUMP AND HAVE A MINIMUM 5PECIFIEDCOMPRE5SIVESTRENGTH OF 2000 psi AT 28 DAYS. b. EXTERIOR CONCRETE BLOCK WALLS SHALL BE NOMINAL S" THICK EXCEPT WHERE NOTED OTHERWISE. 7. WHEN OPENINGS ARE BETWEEN 3'-0"AND 8'-O" WIDE, ONE#5 VERTICAL REINFORCING BAR SHALL BE PLACED AT EACH SIDE. THE VERTICAL BARS SHALL BE PLACED IN CONCRETE FILLED CELLS, AND SHALL EXTEND INTO FOOTINGS AND TIE - BEAMS. 8, ALL SPLICES SHALL BEA MINIMUM OF30". 9. PROVIDE CLEANOUT OPEN ING5 FOR CELLS CONTAINING SPLICED REINFORCEMENT WHEN THE GROUT POUR EXCEEDS FEET IN HEIGHT. 10. ALL CELLS REQUIRING REIN FORCEMENT SHALL BE FILLED SOLID. E. CARPENTRY. / ' � 1. ALL FRAMING TO BEAIR-DRIED, SOUTHERN YELLOW PINE, FOR STRUCTURAL LOCATIONS NO.2 OR BETTER W/ MIN. VALUES OF: fb=1200psi, E=1,700,000, Fv = 90 PSI. 2, ALL EXTERIOR FRAME WALLS AN D PLUMBING WALLS TO BE 2 X b 016" ON CENTER. INTERIOR WALLS TO BE 2 X 4 016" ON CENTER. PROVIDE ALL NECE55APY CATS, BRACING, AND BRIDGING, S. ALL HEADERS TO BE SUPPORTED WITH (1) HEADER STUDAND (2) FULL LENGTH STUDS FROM SILL TO TOP PLATE. ALL EXTERIOR LOAD BEARING HEADERS TO BE (3) 2 X 6, UNLESS NOTED OTHERWISE. ALL INTERIOR LOAD BEARING HEADERS TO BE (2) 2X6, UNLESS NOTED OTHERWISE. 4. PROVIDE CONTINUOUS , SOLID POSTS UNDERCONCENTRATED LOADS TO FOOTINGS BELOW. USE GALVAN IZED METAL CONN ECTOR5 ATTOP AND BOTTOM OF POSTS TO MEMBERS BEING SUPPORTED AND WHERE POSTS ARE SUPPORTED. SEE DRAWINGS FOR FURTHER CLARIFICATION. 5. PROVIDE MINIMUM (3) STUDS ATALL EXTERIOR CORNERS AND I X4 DIAGONAL LET IN BRACE, 6. SOLID BLOCKING OR BRIDGING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER THE FLORIDA BUILDING CODEORAT8'-O" ON CENTER MINIMUM. 7. PROVIDE DOUBLE FRAMING AROUNPALL OPEN ING5IN WALLS, PARTITIONS, FLOORS, CEILINGS AND ROOFS UNDER PARALLEL PARTITIONS, TUBS OROTHER UNUSUALLY HEAVY EQUIPMENTOR BUILT-INS. 8, WOOD FRAMING IN CONTACT WITH EARTH OR ON CONCRETE OR MASONRY UNITS TO BE PRESSURE TREATED. 9. BRACE ALL NEW FLOOR AND ROOF FRAMING MEMBERS WITH FULL DEPTH BLOCKING AT THE FIRST TWO FRAMING SPACES AT EACH END OF FLOOR AN D ROOF SYSTEM, SPACED AT 41-0" Q01 TER. NIO.NAILINGSCHEDULE PEFLORIDABUILDfNGCODEASAMWIMUM.ALLNAILS TO BE GALVANIZED HOT OR AS PERSPECIFICATION. 11. GABLE END WALLS TO BE BUILT USING FULL HEIGHTSTUD5 CONTINUOUS FROM SECOND FLOOR TO UNDERSIDEOFTOP PLATE. 12, TOP PLATES SHALL BE LAP SPLICED. WITHIN CENTER THIRD OFA WALL LENGTH, THE MINIMUM LAP SHALL BE 4 FEET. SPLICES SHALL BE CONNECTED WITH (12)16D COMMON NAILS MINIMUM. 13, EACH EXTERIOR WALL SHALL HAVE FULL HEIGHT 2' DOUGLAS FIR, CDX PLYWOOD SHEATHING, EXPOSURE '1'. PANELS SHALL BE INSTALLED WITH FACE GRAIN TO STUDS. ALL HORIZONTAL )O WITS SHALL OCCUR OVER FRAMING. 14, LONG DIMENSION OF ROOF SHEATHING SHALL BE PERPENDICULAR TO FRAMING AN D END JOINTS SHALL BE STAGGERED, 15. UPLIFT LOAD RESISTANCE SHALL BE CONTINUOUS FROM ROOF TO FOUNDATION. ALL FRAMING TO BEATTACHED WITH GALVANIZED HURRICANE CONNECTORS. SEE DRAWINGS FOR FURTHER CLARIFICATION. 16. RAFTER/TRUSS FRAMING MEMBERS TO HAVE G > 0.49, 17. ALL LAMINATED VENEER LUMBER BY LOU151ANA PACIFIC, Fb = 2650, E=1,900,000 F. ELECTRIC I. ALL ELECTRIC WORK TO BE PERFORMED BY A LICENSED ELECTRICIAN AND CONFORM TO THE 2014 NATIONAL ELECTRIC CODE AND LOCAL AMENDMENTS TO THE NATIONAL ELECTRIC CODE. G. PLUMBING 1. ALL PLUMBING WORK TO BE PERFORMED BYA LICENSED PLUMBERAND C FORM TO THE2014FLORIDAPLUMBINGCODEANDLOCALAMENDMENTSTOTH 014 LONDA PLUMBING CODE. H. ENERGY EFFICIENCY I. MISCELLANEOUS: 1. THE WEATHERING INDEX IS NEGLIGIBLE PER THE WEATHERING PROBABILITY MAP. 2. TERMITE INFESTATION PROBABILITY 15 VERY HEAVY, 3. ALL INSULATION MATERIALS INCLUDING VAPOR RETARDERS AND VAPOR -PERMEABLE MEMBRANES 1N5ATALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, CRAWL SPACES AND ATTICS HAVE FLAME5PREAD INDEX NOTGREATER THAN 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOTGREATER THAN 450 WHEN TESTED IN ACCORDANCE WITH A5TM E 84 OR UL 723. 4. WALLANDCEIUNG FINISHES HAVEA FLAMESPREAD INDEX OFNOTGREATER THAN 200 AND SMOKE DEVELOPED INDEX NOTGREATER THAN 450. 1. ALL EXTERIOR JOINTS AND CRCKS TO BE CAULKED, GA5KETED, WEATHER-STRIPPED OR OTHERWISE SEALED 2. EXTERIOR WINDOWS & DOORS TO HAVE MAXIMUM 0.3 CFM/50,FT, WINDOW AREA: 0.5 CFM/5Q. FT. DOOR AREA. 3 SOLE PLATES & PENETRATIONS THROUGH TOP PLATES OR EXTERIOR WALLS TO BE SEALED, 4. RECESSED LIGHTING TO BE TYPE IC RATED WITH NO PENETRATIONS. 5, PROVIDE AIR BARRIER ON PERIMETER OF FLOOR CAVITIES FOR MULTI -STORY STRUCTURES. 6. EXHAUST FANS VENTED TO UNCONDITIONED SPACE SHALL HAVE DAMPERS, EXCEPT FOR COMBUSTION DEVICES WITH INTEGRAL EXHAUST DUCTWORK. 7, COMBUSTION SPACE & WATER HEATING SYSTEMS MUST BE PROVIDEDWITH OUTSIDE COMBUSTION AIR EXCEPT FOR DIRECT VENT APPLIANCES. 8. WATER HEATERS TO COMPLY WITH EFFICIENCY REQUIREMENTS TABLE6-12 FLORIDA BUILDING CODE. SWITCH OR CLEARLY MARKED CIRCUIT BREAKER(ELECTRIC) OR CUTOOF (GAS) MUST BE PROVIDED. EXTERNAL OR BUILT-IN HEAT TRAP REQUIRED FOR VERTICAL PIPE RISERS. 9, HOT WATER PIPES TO BE INSULATED. 10. WATER FLOW FOR SHOWER HEADS MUST BE RESTRICTED TO NO MORE THAN 25GALLONS PER MINUTEAT80 PSIG. 11. ALL DUCTS, FITTINGS, MECHANICAL EQUIPMENTAND PLENUM CHAMBERS SHALL BE MECHANICALLY ATTACHED SEALED, INSULATED AND INSTALLED IN ACCORDANCE WITH THE CRITERIA OF SECTION 610.1 FLORIDA BUILDING CODE, DUCTS 1N ATTICS MUST BE INSULATED TO A MINIMUM OF R-& 12. PROVIDE A SEPARATE READILY ACCESIBLE MANUAL OR AUTOMATIC THERMOSTAT FOR EACH SYSTEM. DESIGN WIND PRESSURES 165 MPH ULTIMATE DESIGN WIND SPEED, MPH NOMINAL DESIGN WIND SPEED, IMPORTANCE FACTOR 1.0, EXPOSURE D, SURFACE EXPOSURE D, CATEGORY lI INTERNAL PRESSURE COEFFICENT+.18,-.18 WIND PRESSURES (PSF) ZONE 4 ZONE 5 POSITIVE NEGATIVE POSITIVE NEGATIVE WINDOWS + 43.4 -47.1 + 43.4 -58.8 DOORS + 43.4 -47.1 + 43,4 -58.8 ZONE 5 = FROM BUILDING CORNERS TO 4' OF BUILDING WALL. ALL OTHER WALL SPACE IS ZONE 4 O -AT F.F. - FIN15H FLOOR PRE-FAB, - PRE -FABRICATED (L - CENTER LINE F.), - FLOOR)OIST QTR. U). -QUARTER ROUND A.F.F. -ABOVE FINISH FLOOR FIN. - FINISH R.R. -ROOF RAFTER AB. - ABOVE FTNG. - FOOTING RD. - ROUND BD. - BOARD GYP. BD. - GYPSUM BOARD REINF. - REINFORCEMENT BLK. - BLOCK H. - HIGH STL. -STEEL C.J. - CEILING JOIST H DR. - HEADER T&B - TOP & BOTTOM C.M.V. - CONCRETE MASONRY UNIT )ST. -JOIST T&G - TONGUE & GROOVE CLG. -CEILING L.V.L. - LAMINATED VENEER LUMBER TYP. - TYPICAL COL. - COLUMN MIN. - MINIMUM U.O.N. - UNLESS OTHERWISE NOTED CONT, - CONTINUOUS O.C. - ON CENTER W. - WIDE CONC. BLK. - CONCRETE BLOCK P.T. - PRESSURE TREATED W/ - WITH D. - DEPTH PL. - PLATE EMBED. - EMBEDMENT PLYWD• - PLYWOOD ROOF LINE, TYP FOOTPATH PARKING SPACE #2 9'X 18' 589.56' 22"W 29.69' (30' DEED) o� I o of 10 S� o S890 56' 22"W 29.69' (30' DEED) 0 COMMON USE t BARRIER ZONE OA 889 56' 22"W 29.69' (3O' D) �o s.z' (8.5' DEED) o t I I i I o 'NL4' d Q . AVD o m M o ACCONDENSEP Q p PARKING- 589 56'22"W 29.69' (30' DEE ) SOUTH OCEAN DRIVE Fll' C�JPY EXIST. SHED FIN. SLAB EL. +6.75' NAVD NEW 1 STORY HOUSE - FIN. SLAB EL. +7.25' NAVD CANTILEVERED BAY WINDOW PARKING SPACE #1 s'X Is, SI=LAN0 1"=20' -INFORMATION AS TAKEN FROM SURVEY BY KARNER SURVEYING DATED 05/14/15 - CONTRACTOR TO PROVIDE SILT FENCEAROUND WORKAREA TO CONTROL DRAINAGE, SEDIMENT AND EROSION FROM ADJACENT PROPERTIES AND STREET. FLOOD ZONE: AE - 7 ELEVATION 7'-O" AMSL CONCEALED FAS TUNERS ORATTACHMENTS ARE THE RESPONSI8I0 OF TH SETBACKS PER WINDMILL VILLAGE CONTRACTOR OF RECORD FRONT: 14' FROM STREET SIDE: ZERO LOT LINE TO EAST, 8' TO WEST REAR: ZERO LOT LINE MAXIMUM HEIGHT: 25' FROM GRADE TO HIGHESTPOINTOFSTRUCTVR,EESE PLANS AMD ALL M0pog Wop ARE SUba f � LT Amy COARECTlONS 4. SQUARE FEET: REOUIREDBYFIEWINSPECTORS TMT FIRST FLOOR UNDER AIR: 879S.F. MAYBE NECES (IN ORDER To COMPLYWITN ALL APPLICABLE (ODD, ENTRY LANDING &STEPS: 18.6 5. F. REAR PORCH & STEPS: 140 S. F. ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMP 6 REVIEWED BY DATE PLANS AND PERMIT MUBT BE KEPT ON JOB OR NO INSPECTION WILL BE MADE THIS STRUCTURE HAS BEEN DESIGNED AND REVIEWED FOR COMPLIANCE OF FBC 1606.1.4 FOR ONE OF THE FOLLOWING'. INTERNAL WIND PRESSURE ' WINDBORNE DEBRIS PROTECTION nL a IMPACT RESISTANC LAZING A >o W Q O� a1 d' 0 O r-+ cu o0 > r .v Q � � v rn � `fit `t/'� i I�•1 d' O F ! U E-,4v COPY A-1 Ib- 51TE PLAN JOB NUMBER1516 �o C NOR 0 11 0 N O N A 8'-6// PROPERTY LINE COMMON USE BARRIER ZONE 30' 511. L. 6'-8Y4" 1, 6'-8 4,/ I 6'-8Y4,/ 6" A POST IL P05T POST T 76X6§, VE GRADE CB '4'NAVD 66 .. --- C ........................ i®------------------------1 UPI i PORCH I i FIN. 5LA6 I I 6 3R @7"+ 1 1 EL +V6D75' I' 1 2T@11` a� - I 1 1 --T—'— — VP 6" — —1--'T —I la { 5wr EXTERIOR I+ ---®--®------•�, ---- ''-- ��--, SHOWER Il J 12" #5 0 24" O.C. 6" EMBED. TYP. mi Im *1 I 11! II I I I I 1 1 I rI j�j� i I I 1 LLSUu �77E ° ��( L`�N� 4 a I 1 EL+.l750' CRADE Im s z i 0" mLL----1 f I 1 FOOT PATH 8'-6" FINSI,qB ml I ELA�25g I' I EA+bbS^ i 7 ! 1® I IF JP 6' t Oft ( 1 J i I ,11 i STEM WAL TVP. 1 I ,SHOWERY\ T1'V. --, II I) I I ®1I I1® 1 .1I Ii I 1� II I ®1 1 I Io I 11 It 4 ____________ t Off.-------------------------J ®3�a 0 m aim mm AC � GRADE — ----------- CONDE SER-yy�lAVD50 BAY WINDOW ZCANTILEVERSLAB 1 9,-8" -5 PROPERTY LINE 10'-10" SOUTH OCEAN DRIVE .LOCATION OF VERTICAL #5 W/ FI LLED CELLS GALL CORN ER5 & 4'-0" O.C.- NOTE ALL CELLS FILLED 0 STEM WALLS 0 i O MATERIALS LEGEND O - 5V CRIMP METAL ROOF OVER PEEL & STICK UN DERLAYM ENT & 5/8" CDX PLYWOOD SHEATHING NAILED6"O.C. EDGE&6"O.C. FIELD INT. ZONE 4"O.C. EDGE & 4" O.C. FIELD PERIMETER ZONE TYP., USE 8c RING SHANK NAILS MINIMUM -TRUSSES BY TRU55 MANUFACTURER - ROOF: @ 24" O.0 - R- 20 ICYNENE INSULATION, TYP. 3A - R-19 BATT INSULATION IN WALL 3B - R-30 BATT INSUL IN CLG. n- 2 X 6 CEDAR FASCIA W/1 X 3 RAKE & 2- ALUM. DRIP EDGE, TYP. fl - STUCCO SOFFIT OVER METAL LATH, NO VENT, TYP. ®-1/2"GYP. BD. WALLS, (PAINTED), TYP. 5/8 GYP, BD. CEILINGS, (PAINTED), TYP. O -1/2" GYP, BD, OVER 1 X 2 PT FURRING STRIPS & R-5 REFLECTIVE INSUL., OR 3/4" DOW TUFF R RIGID INSUL., REFLECT. SURFACE TO TO INTERIOR SPACE, TYP. 0 EXTERIOR WALLS, TYP. ® - 8"CMU EXTERIOR WALL W/ 3/4"STUCCO FIN. W/ SMOOTH FINISH - 8" CMU EXTERIOR WALL W/ HARDI BOARD HORIZ. LAP Sl DING W/ 6" EXPOSURE - ATT W/ 1 X 4 PT FURRING STRIPS, TYP. ® - 4" POURED CONC. MONOLITHIC SLAB W/ FIBERMESH ON 10 mil VISQEEN, CLEAN COMPACTED AND TERMITE TREATED FILL. [� - 2 X 6 INTERIOR OR EXTERIOR WALL 016" O.C. W/ PT SILL TYP. (( - 2 X 4 INTERIOR WALL C> 16" O.C. W1 PT SILL TYP. - TILE AS SELECTED BY OWNER j3-1X6T&GPINE'V'GROOVECLG. jL# - 6" CONT, STUCCO BAND f 5 - 4" VERT. STUCCO BAND - HARDI BD. HOR1Z. SIDNG W16" EXPOSURE OVER 30# FELT & 5/8" CL)X PLYWD, NAILED 6"O.C. EDGE & 6" O. C. FI ELD.11SE 84 RI NGSHAN K , TYP. T7 -1 X 4 HARDI BD, TRIM FRAMI NGIMASON RY SCHEDULE BB — 8" X 16"CONT. BOND BEAM W1(1) 05 TOP & BOTT. CONT. TYP. x16 TYP $ - 8" X 8" CAST-CRETE PRE -CAST LINTEL SF81B 1T, TYP. MIN. 8" BEARING sxi - 8" X 16" CAST-CR£TE PRE -CAST LINTEL SF161B 1T, TYP. MIN, 8" BEARING Prc7c X2 _ S" X 24" ST-CRETE PRE -CAST LINTEL 8F2 .1B 1T TYP. MIN. 8" BEARING M8" CMU STEM WALL ALL CELL FILLS BELOW FIRST " M FLOOR SLAB OR DECK SLABS -12" H. X 20" W. CONT CONC. FTNG W/ T W/(3) CONT. #5 REBARS 531 1 - (3) 2 X 6 2X6 R-2XSRRO16"O.C. X--2X4UC@16"O.C. 41 - (2) 2 X 8 BEAM - BOXED W1 PAINT GRADE WOOD E - 6 X 6 PT POST - BOXED W/ PAINT GRADE WOOD CONNECTOR SCHEDULE ALL HARDWARE GALVANIZED HETA _ SIMPSON HETA 16 TRU55 ANCHOR W/ TSS 16 MOISTURE BARRIER, TYP. 5/8" BOLT. W/ OVERSIZED WASHER, MIN. 7" oLr EMBED. W/ PT 2 X 6 SILL SP - SIMP50N SPH 6 TIE, SILL & TOP PLATE TO WALL, TYP. D Lea - SIMPSON LUS 24 HANGER �B B- SIMPSON LCB 66 POST BASE W/ 2" MIN, SIDE COVER 2S2 42) SIMPSON 5T22 STRAPS FROM POSTTO EA. BEAM, TYP. ers - SIMPSON LGUM26-2-5DS BEAM HANGER - BEAM TO WALL " �- SIMPSON H8 TIE, WALL TO TRUSS 0R RR z5 - 5IMP50N HU26 HANGER- BEAM TO CMU WALL 0 00 O •—I w O J ps,00 N cn 0 a� N N CIS _o t 1 d' /t A-2 OUNDATION PLAN ) Q 114 „=11-011 FOUNDATION PLAN JOB NUMBER1516 WINDOW SCHEDULE WINDOWSA5 MANUFACTURED BY CUSTOM WINDOW SYSTEMS WHITE VINYL, IMPACT.RESISTENT LOW E INSULATED CLA55(UNLESS NOTED OTHERWISE) - HARDWARE AS SELECTED BY OWNER W/ SCREENS, VERIFY ROUGH OPENINGS W/ MANUFACTURER BEFORE ORDERING, NUMBER MODEL INOMINAL OPG. 1 51NGLE HUNG MODEL#8100 2'-0" W. X IV-0" H. REMARK FBCNOA#5823.1 DP=+67.5,-75 2 aeo e a"ao SINGLE HUNG MODEL #8100 b'-0"W.X4'-O"H. REMARK PROV (2) 5 -1/2' MULLS FBC NOA#9520 FBC NOA# 5823.1 DP = +65, -67.5 DP -+11o, -1i0 3 o SINGLE HUNG MODEL#8100 3'-0" W. X 3'-0" H. REMARK FBC NOA# 5823.1 DP = +67.5, -75 G o PICTURE WINDOW MODEL#8150 2'-0" W. X 2'-O°H. REMARK FBC NOA# 13010.1 DP - +75, -75 OCTAGONAL 5 1 o SINGLE HUNG MODEL#8100 3'-0" W. X 5'-0" H. REMARK FBC OA# 5823.1 DP = +65, -67.5 EGRESS 61 NOT USED REMARK 7 s '" SINGLE HUNG MODEL#8100 6'-0" W. X 5'-0" H. REMARK FBC NOA# 5823.1 DP = +65, -67.5 PROV.DP®+110, 5 -110 MULLS FBC EGRESS 9520 o, 8 0 PICTURE WINDOW MODEL# 6150 7 3'-O" W. X V-0" H. REMARK FBC NOA# 13010.1 DP = +75, -75 O2 SINGLE HUNG MODEL#8100 2'-0" W. X 2'-Off H. REMARK FBC NOA# 5823.1 DP = +65, -67.5 DOOR SCHEDULE DOORS AS MANUFACTURED BY PGT WHITE VINYL, LOW E INSULATED, IMPACTGLA55 HARDWARE AS SELECTED BY OWNER W/ SCREENS.. SEE ELEVATIONS FOR HINGE LOCATIONS NUMBER MANUFACTURER/MODEL SIZE a 0 THERMATRU FIBERCLASSIC 3'-0' W. X 6'-8" H. REMARK FBC NOA#7347.1 DP=+47,-53 IN5UL. IMPACT GLASS PANEL AS SELECTED BY OWNER D 7 PGT MODEL#555 2'-$" W.X 6'_8" H. REMARK FBC NOA# 331.3 DP=+70,-70 C I eFp INTERIOR BIFOLD AS SELECTED BY OWNER 2-8" W. X 6'-S' H. REMARK I NTERIOR DOOR AS SELECTED BY OWNER 2-$" W. X b'-8" H. REMARK POCKET e 1 06% INTERIOR DOOR AS SELECTED BY OWNER 2'-6" W. X 6'-8" H. REMARK POCKET INTERIOR DOOR AS SELECTED BY OWNER 2'-4" W. X 6'-8" H. REMARK POCKET oK INTERIOR DOOR AS SELECTED BY OWNER 2'-O" W. X 6'-8" H. POCKET �J INTERIOR DOOR AS SELECTED BY OWNER 2'-6" W. X 6'-8" H. REMARK BI-FOLD se) INTERIOR DOOR A5 SELECTED BY OWNER 2'-6" W. X 6'-8" H. REMARK NOTE: I NTERIOR DOORS AS SELECTED BY OWNER a0 PLAN 1 Al 30 -0 6`-83 16-83 „ 6'-8f" 5 5„ /4 '/¢ 4 6" O'HANG AB. POST POST POST PROPERTYUNE COMMON USE BARRIER ZONE F 0 12 m 0 FIN. SLAB EL. 6.75' PORCH -rNAVD 4'_011 6 3R07" WINDOW LL WINDO _ �• 2T�11 Vp ll 2868 030 VP 6" Q.. o ® 1540 I 640 11640 0 �I 0S 05 I 'Z ® DW 3 11 5H — o TRAYaG KITCHEN w ABOVE J LIVING ISLAND" — w •ISLAND a "• 2 2,_O" REF A-5 - PANTRY GRADE I DINING EL. +/-5.0, I T"AVD III 3R 7" (E/_0'i . S'r 2 T� 10" S" o AMSL ® PW FIN.' AB 10 ®® ®® -rNAVD 1.0TYP. NTR :p UP 6 o - - 11 FIN SLAB WC •I EL. 6.75' 05 AVD C W&D ®© © 868 `�yl. BATH �I 1 `l E-FAB 4„ [" PRE- 5' HALL JCL f ER B - G0 Z zo ®BATH Ac IE`5s 9 i se kB----J dCL 2• K CL w � 4 U, Z F f66B 3 4„ 4/, g 5. 5HoTRA4„ EGRE55 11 ABOVE LG. . TYP. O El 50 ..10EGRE55 EGRESS f.. 0 LOCATION OF VERTICAL #5 W/ FILLED CELLS (WALL CORNERS & 4'-0" D.C.- NOTE ALL CELLS FILLED 0STEM WALLS co 11 SLE ING ROOMS PROVIDE AN EGRESS WIN OW WITH A NET CLEAR OPENING O&z SQ. FT. FOR GROUND FLOORS, 6.Zs . FT. FOR UPPER FLOORS. OPENINGS S NOT BE LESS THAN 24'H OR 20'W SILL OT MORE THAN 44" ABOVE FLOOR.} N w jIa I i N -0a ELA PLATFORM I — I NAVD PROV. SOLID POST& BLKING, - ATT: WOOD TO MASONRY W/ 10 1/4" TAPCONS 012" O.C. STAGGERED, TYP. PARKING #2 PARKING #1 PROPERTYLINE S UTH OCEAN DRIV 81_101, 4" 10'-6" 8„ 10'-10" BAY WINDOW 6„ MATERIALS LEGEND Q - 5V CRIMP METAL ROOF OVER PEEL & STICK UN DERLAYM ENT & 5/8" CDX PLYWOOD SHEATHING NAILED 6"O.C.EDGE&6"O.C.FIELD INT. ZONE 4" O.C. EDGE & 4" O.C. FIELD PERIMETER ZONE TYP,, USE 84 RING SHANK NAILS MINIMUM -TRUSSES BY TRUSS MANUFACTURER - ROOF: 0 24" O.0 O - R- 20 ICYNENE INSULATION, TYP. - R-19 BATT INSULATION IN WALL 3B - R-30 BATT INSULIN CLG. O- 2 X 6 CEDAR FASCIA W/ 1 X 3 RAKE & 2" ALUM. DRIP EDGE, TYP. O - STUCCO SOFFIT OVER METAL LATH, NO VENT, TYP. ©-1/2" GYP. BD. WALLS, (PAINTED), TYP. 5/8"GYP• BD. CEILINGS, (PAINTED), TYP. -1/2" GYP. BD, OVER 1 X 2 PT FURRING STRIPS & R-S REFLECTIVE INSUL., OR 3/4" DOW TUFF R RIGID INSUL., REFLECT. 5VRFACE TO TO INTERIOR SPACE, TYP. Ca) EXTERIOR WALLS, TYP. - S" CMU EXTERIOR WALL W/ 3/4"STUCCO FIN. W/ SMOOTH FINISH - 8" CMU EXTERIOR WALL W/ HARDI BOARD HONZ. LAP SIDING W/ 6" EXPOSURE -ATT. W/ 1 X 4 PT FURRING STRIPS, TYP. - 4" POURED CONC MONOLITHIC SLAB W/ FIBERMESH ON 10 mil VISQEEN, CLEAN COMPACTED AND TERMITE TREATED FILL.' 10 - 2 X 6 INTERIOR OR EXTERIOR WALL 016" O.C. W/ PT SILL TYP. 11 - 2IYXP4 INTERIOR WALL 016" O.C. W/ PT SILL 12 - TILE AS SELECTED BY OWNER 13-1X6T&GPINE'V'GROOVECLG. 1/a - 6" CONT. STUCCO BAND 15 - 4" VERT. STUCCO BAND 16 - HARDI BD. HOP IZ. SIDNG W/ 6"EXPOSURE OVER 30# FELT & 5/8" CDX PLYWD. NAILED 6"O.C. EDGE & 6"O.C.FIELD. USE94 RINGSHANK, TYP. 1% -1 X 4 HARDI BD. TRIM FRAMING/MASONRY SCHEDULE BB - S" X 16" CONT. BOND BEAM W/(1) #5 TOP& BOTT. CONT. TYP. S TYP: sxs - 8"X 8" CAST-CRETE PRE -CAST LINTEL SFS 1B 1T, TYP. MIN. 8" BEARING sxi - 8" X 16" CAST-CRETE PRE -CAST LINTEL SF161B 1T, TYP. 8" B��EgqASSRING AlINN, -MN 8,4 $ TNC� ETE PRE -CAST LINTEL SF241B 1T, TYP. 8" CMU STEM WALL ALL CELL FILLS BELOW FIRST W4L FLOOR SLAB OR DECK SLABS FAT -12" H•'X 20" W. CONT CON( FTNG WI W/(3) CONT. #5 REBARS (3) - (3) 2 X 6 2X6 RR,-2X8RR016"O.C. C-2X40016"O.C. zxe - (2) 2 X 8 BEAM - BOXED W/ PAINT GRADE WOOD 6n - 6 X 6 PT POST- BOXED W/ PAINTGRADE WOOD CONNECTOR SCHEDULE ALL HARDWARE GALVANIZED HE TA _ SIMP50N H ETA 16 TRUSS ANCHOR W/ T55 16 M015TURE BARRIER, TYP. 5/8" BOLT. W/ OVERSIZED WASHER. MIN. 7" OLr EMBED. W/ PT2X 6 SILL SPH _ SIMP50N SPH 6 TIE, SILL & TOP PLATE TO WALL, TYP. 6 L a - SIMPSON LUS 24 HANGER 66B - SIMPSON LCB 66 POST BASE W/ 2" MIN.5IDE COVER T22 -•(2) SIMPSON ST22 STRAPS FROM POST TO EA. BEAM, TYP. za - SIMPSON LGUM26-2-51)8 BEAM HANGER - BEAM TO WALL ® - SIMPSON H8 TIE, WALL TO TRUSS OR RR HV-SIMPSON HU26 HANGER- BEAM TO CMU WALL W a O > ,-I 00 Q O v- I Fig 1 V ^l ^, W W W./ c� cl b�0 O U 0000 co C5 d' � � '� O fT > z A N � •O d' O MATERIALS LEGEND - 5V CRIMP METAL ROOF OVER PEEL & / STICK UNDERLAYMENT & 5/8" CDX PLYWOOD SHEATHING NAILED 6" O.C. EDGE & 6" O.C. FIELD 1NT. ZONE 4" O.C. EDGE & 4" O.C. FIELD PERIMETER ZONE TYP., USE 8d RING SHANK NAILS MINIMUM -TRUSSES BY TRUSS MANUFACTURER - 1'-0" O'HANG AB. srzz ROOF: 0 24" O.0 1vP H P. O - R- 20 ICYNENE INSULATION, TYP. 8 PROPERTY LI NE PROPERTY LINE _ _— _ 3 - R-19 BAIT INSULATION IN WALL ❑ ❑ i cz I 2X9 2X8 — �X9 I I I 3B - R-30 BATT INSULIN CLG. S'� P cz) 1 2 X 6 CEDAR FASCIA WI 1 X3 RAKE & 2" ALUM. 1 11 cz� a 4:12 � DRIP EDGE, TYP, cv I ' ti/oPMC2 cc cc I ze P. I cv I -STUCCO SOFFIT OVER METAL LATH, NO VENT, TYP. zb P. } GABLE sxz sxz -� I— — — — — — — GABLE � -1I2" GYP. BD. WALLS, (PAINTED), TYP. �— WALL I 1----- — — — — — — — — — — — — -----� I ® 5/8"GYP. BD. CEILINGS, (PAINTED), TYP. 2 TYP. GIRDER T USS I. BELOW j 3 -1/2" GYP. BD, OVER 1 X 2 PT FURRING STRIPS & sxz I ( RAY CEILING TYR I I i I O R-5 REFLECTIVE INSUL., OR 3/4" DOW TUFF R WALL BELOW C l I I RIGID INSUL., REFLECT. SURFACETO BELOW z TYP. -- ____( I I z I I I I TO INTERIOR SPACE, TYP. C� EXTERIOR WALLS, TYP. 1 ' 1 I ' I i y SSMOOTH FINISH WALL W/ 3/4"STUCCO FIN. W/ II I 8" CMU EXTERIOR WALL W/ HARDI BOARD HORIZ. Z 1 1 I I 2 1 1 ( 1 LAP SIDING W/ 6" EXPOSURE - ATT. W/ 1 X 4 PT FURRING f�_5 I I I I A rZ i I 1 1 STRIPS, TYP. I I 4" POURED CONC. MONOLITHIC SLAB WI I I I I I I I I FIBERME5H ON 10 mil VI5QEEN, CLEAN COMPACTED I I I aTyp AND TERMITE TREATED FILL. GRADE-2X6 INTERIOR OR EXTERIOR WALL Ca) 16" O.C. W/ PT SILL . -TL ELAMSL SD' I I fV ( TYP. 1D - 2 X 4 INTERIOR WALL 016"O.C. W/ PT SILL I II •. i�It /aR"/1�� --TYP. axs -TILE AS SELECTED BY OWNER 1X6T&GPINE'V'GROOVECLG.2 TVE Rt GE ZI 6"CONT. STUCCO BAND H j I P. �` — I ( 1 '� _ J I 1 {� - 4" VERT. STUCCO BAND p'-7 — — — — — I I IR HANDLER A C/ I I HARDI BD, HORIZ. SIDNG W/ 6" EXPOSURE OVER 30# ' L I LOCATED IN I I I FELT&' 5/8" CDX PLYWD. NAILED 6"O.C. EDGE & Hv 11 I j ATTIC I I I f b O.C.FIELD. USES4 RINGSHANK, TYP. ze P. cc I( > i I I I > j 1% -1 X 4 HARDI BD. TRIM SX `IC 5_� FRAM I NG/MASON RY SCH EDULE II LI I I I I xie - 8" X 16" CONT. BOND BEAM W/ (1) #5 TOP & BOTT, CONT. TYP. i I TYP, sxs _8" X 8" CA5T-CRETE PRE -CAST LINTEL 81781B 1T, TYP. MIN, 8" BEARING sXz I i TRAY CEILING I I I I sxi - 8" X 16" CAST-CRETE PRE -CAST LINTEL SF161B 1T, TYP. BELOW I I gMIN, 8" BEARING I I l i i f Xz MIN $ BEARINC�ETEPRE-CAST LINTEL SF241BIT, TYP. GIR ER TRUSS I I t 11M - 8" CMU STEM WALL ALL CELL FILLS BELOW FIRST i FLOOR GA E I'1 ' I I�Q GABLE o Ii( III FLOOR SLAB OR DECK SLA85 1T0NTCONC. FTNG W/ 6" O'HANG -0aW/3) CON#5EBARS AB., TYP. i (�_ 4:12 i i c - (3) 2 X b r — -- — 1------- `---`— — — — — - — — — — — 1 RXRS-2X8RR0161'O.C. X4 _2X40016"O.C. — (2) 2 X 8 BEAM - BOXED W/ PAINT GRADE WOOD 1T-----_._ ---� scc xz Foor exa - 6 X 6 PT POST - BOXED W/ PAINT GRADE WOOD PATH. CONNECTOR SCHEDULE b" O'HANG AB. zxv ALL HARDWAREGALVANIZED z 1 HErA _ SIMPSON HETA 16 TRUSS ANCHOR W/ T5S 16 MOISTURE BARRIER, TYP. z A-5 A^�El s/s - 5/8" BOLT. W/ OVERSIZED WASHER. MIN. 7" OLr EMBED. W/ PT X 6 SILL 5 6 - SIMPSON SPH 6 TIE, SILL & TOP PLATE TO WALL, TYP. PARKING PARKING Lvs - SIMPSON LU524 HANGER 2d PROPERTY LINE PROPERTY LINE r>6B - SIMPSON LCB 66 POST BASE W/ 2" MIN. SIDE COVER sr2z 42) SIMP50N 5T22 STRAPS FROM POST TO EA. BEAM, TYP. za - 51MPSON LGUM26-2-51)5 BEAM HANGER - BEAM TO A WALL - SIMPSON H8 TIE, WALL TO TRV550R RR 26 - SIMPSON HU26 HANGER- BEAM TO CMU WALL NORTH NORTH c-- FRAMING PLAN 1/4"-1'-O" ROOF PLAN 1/4"=1'-Of/ PERMIT t a Q d' 00 0 y O .� Ix Q �z f-- > cd FILE` A�4 t I i FRAMING/ROOF PLANS I JOB NUMBER1516 3 A-5 12 TYP, 4 I i MASTER I BEDROOM i I I i I I i T 2'-0- O 2`-0" A R HAN DLER LOC. ` BEYOND IN ATTIC HAU LIVING TRAY CLG. 12" #5 @ 24" O.C. 6" El t M.. TYP. - 12 4 TYP. OF ID BEAM o< OD TOP OF SLAB �U EL. +7.25' NAVD GRADE 1 \AIR HANDLER LOC. BEYOND IN ATTIC KITCHEN TRAY CLG. ----" - 9 ul IVI G2 I ION e I in r I co I I c� TOP OF SLAB EL. +7.25' NAVD GRAPE N EL ++D 5.0' 1 SECTION /� 1/4. „'I'�0" S ECTI O N 1/4 „-1'-0" 0 o� b SEA. JACK5TVD SLAB OLT �t GRADE EL. +/-! T NAVD Lfl 0 6" LUS �. 24 GRADE— - #4@6" O.C. Fb rONT { 3 Ll —, r_� 3 D ETA ! L /i 3/4 "-'['-O" �, 1 4 1 D ETA I L a 3/4 "=1 `- SLAB 6" BOND BEAM #5 REBAR IN FILLED CELLS @ +4` O" O.C. & @ ALL CORNERS MIN, 30" LAP, TYP. FIN SLAB _EL +7.25' Iq GRADE {1. M STEM N { 1 wni t1. { 17 GRADE t, EL. I NAVD ° Ln R I 1. . a< a m rooT e ° D ETA I L I A 3/4 "-J'—O" DETAIL "-l'_O 3/4 MATERIALS LEGEND O - 5V CRIMP METAL ROOF OVER PEEL & STICK UN DERLAYMENT & 5/8" CDX PLYWOOD SHEATHING NAILED 6" O.C. EDGE & 6" O.C. FIELD INT. ZONE 4" O.C. EDGE & 4" O.C. FIELD PERIMETER ZONE TYP.; USE 84 RING SHANK NAILS MINIMUM -TRUSSES BY TRUSS MANUFACTURER - ROOF: @ 24" O.0 O - R- 20 ICYNENE INSULATION, TYP. R-19 BATT INSULATION 1N WALL 3g - R-30 BATT IN5UL IN CLG. q� Q- 2 X 6 CEDAR FASCIA W/ 1 X 3 RAKE & 2" ALUM. DRIP EDGE, TYP. - STUCCO SOFFIT OVER METAL LATH, NO VENT, TYP. -1/2" GYP. BD. WALLS, (PAINTED), TYP. b 5/8- GYP. BD, CEILINGS, (PAINTED), TYP. O -1/2" GYP. BD. OVER 1 X 2 PT FURRING STRIPS & R-5 REFLECTIVE 1NSUL., OR 3/4" DOW TUFF R RIGID 1N5VL., REFLECT. SURFACE TO TO INTERIOR SPACE, TYR @ EXTERIOR WALLS, TYP. Q - 8" CMU EXTERIOR WALL W/ 3/4"STUCC0 FIN. W/ SMOOTH FINISH - 8" CMU EXTERIOR WALL W/ HARDI BOARD HORIZ. LAP SIDING W/ 6" EXPOSURE - ATT. W/ 1 X 4 PT FURRING STRIPS, TYP. - 4" POURED CONC, MONOLITHIC SLAB W/ FIBERME5H ON 10 mil VISQEEN, CLEAN COMPACTED AND TERMITE TREATED FILL. i0 - 2 X 6 INTERIOR OR EXTERIOR WALL 016"O.C. W/ PT SILL TYP. 71 - 2 X 4 INTERIOR WALL @ 16" O.C. Wl PT SILL TYR 1z - TILE AS SELECTED BY OWNER (�-1X6T&GPIN E'V'GROOVECLG. 6" CONT. 5TUCCO BAND 15 - 4" VERT. STUCCO BAND HARDI BD. HORIZ, 51DNG W/ 6" EXPOSURE OVER 30# FELT & 5/8" CDX PLYWD. NAILED 6"O.C. EDGE & 6"O.C.FIELD. USE84 RING5HANK, TYP. -1 X 4 HARDI BD. TRIM FRAMING/MASONRY SCHEDULE BB — 8" X 16" CONT. BON D BEAM W/ (1) #5 TOP & BOTT. CONT, TYP. Xtb Typ sxs - 8" X S" CAST-CRETE PRE -CAST LINTEL 8F81B 1T, TYP. MIN, 8" BEARING sxi - 8" X 16" CAST-CRETE PRE -CAST LINTEL SF161B 1T, TYP. MIN, S" BEARING cc - 8" X 24" i�5T-C�ETE PRE -CAST LINTEL 8F241B 1T, TYP. MIN. S" B RIN sM 8" CMU STEM WALL ALL CELL FILLS BELOW FIRST FLOOR SLAB OR DECK SLABS -12" H. X 20" W. CONT CONC. FTNG W/ W/(3) CONT. #5 REBARS zxb - (3) 2 X 6 ixs - 2 X8 RR @ 1b" O.C. 2a - 2 X4 C) @ 16" O.C. - (2) 2 X 8 BEAM - BOXED W/ PAINTGRADE WOOD Em 6 - 6 X 6 PT POST - BOXED W/ PAINT GRADE WOOD CONNECTOR SCHEDULE ALL HARDWARE GALVANIZED HE _SIMPSON HETA16TRU55ANCHORW/T55 S6 MOISTURE BARRIER, TYP. s7su - 5/8" BOLT. W/ OVERSIZED WASHER. MIN. 7" BOLT EMBED. W/ PT X 6 SILL SPbH - SIMPSON SPH 6 TIE, SILL & TOP PLATE TO WALL, TYP. LZ - SIMP50N LUS 24 HANGER 6 6 - SIMPSON LCB 66 POST BASE W/ 2" MIN. SIDE COVER (z) -(2) SIMPSON ST22 STRAPS FROM POSTTO EA. BEAM, TYP. ST22 zb - SIMPSON LGUM26-2-51)5 BEAM HANGER - BEAM TO WALL SIMPSON HS TIE, WALL TO TRUSS OR RR ze - SIMPSON HU26 HANGER- BEAM TO CMU WALL �, i W ` >O �o 00 �a p � r mot � M c� O � O � � O � v > pp r eve i U v c� 0 d' A�5 SECTIONWETAILS JOB NUMBER1516 7 LINTEL LINTEL MATERIALS LEGEND 5V CRIMP METAL ROOF OVER PEEL & a L°1 STICK UNDERLAYMENT & 5/8" CDX PLYWOOD SHEATHING NAILED 6" O.C. EDGE & 6" O.C. FIELD 2 X WOOD BUCK INT. ZONE 4" O.C. EDGE & 4" O.C. FIELD PERIMETER 2 X WOOD BUCK ZONE TYP., USE 84 RING SHANK NAILS MINIMUM 15 1/4" ULTRACON W/ 1.75" -TRUSSES BY TRUSS MANUFACTURER - 3/16" TAPCON W/ 1.25" EMBED. CONC. HDR. MIN. EMBED. IN CONC. HDR, ROOF: 0 24"O.0 IN I - R- 20 ICYNENE INSULATION, TYP. � 1/4" SHIM MAX. TYP. __., 3 R-19 BATT INSULATION IN WALL `' 1/4" SHIM MAX. TYP. IMPACT FRENCH DOOR 3B - R-3Q BATT INSULIN CLG. IMPACT RESIST. WINDOW HEAD H EA D 4, - 2 X 6 CEDAR FASCIA W/ 1 X 3 RAKE & 2- ALUM. 1/4" ULTRACON W/ 1.75" DRIP EDGE, TYP. MIN. EMBED. IN CONC. HDR. STUCCO SOFFIT OVER METAL LATH, NO VENT, TYP. BUCK (� -1/2" GYP. BD. WALLS, (PAINTED), TYP. A 5/8"GYP. BD. CEILINGS, (PAINTED), TYP. 1/2" GYP. BD. OVER 1 X 2 PT FURRING STRIPS & ♦ON W/ 1.25" EMBED. VIBLK. X WOOD BUCK R-5 REFLECTIVE INSUL., OR314"DOW TUFF R2 rd RIGID INSUL., REFLECT.SURFACETO TO INTERIOR SPACE, TYP. @ EXTERIOR WALLS, TYP. MAX. TYP. /4" SHIM MAX. TYP. �- 8"CMU EXTERIOR WALL W/ 3/4"STUCCO FIN. W/ SMOOTH FIN15H SIST. WINDOW t'A - 8" CMU EXTERIOR WALL WI HARM BOARD HORIZ, IMPACT FRENCH DOOR LAP SIDING W/ 6" EXPOSURE - ATT. W/ 1 X 4 PT FURRING JAM SILL AS SELECTED, TYP. STRIPS, TYP, IMPACT RESIST. WINDOW -4" POURED CONC. MONOLITHIC SLAB W/ 1/4" SHIM MAX. TYP. JAM B FIBERMESH ON 10 mil VISQEEN, CLEAN COMPACTED AND TERMITE TREATED FILL. 2 X WOOD BUCK 114" ULTRACON W/ 1.875" (d - 2 X 6 INTERIOR OR EXTERIOR WALL 0 16"O.C. W/ PT SILL MIN. EMBED. IN CONC. TYP. 3/16" TAPCON W/ 1.25" EMBED. 11 2 X 4 INTERIOR WALL 016" O.C. W/ PT SILL 14 IN CONC. BLK. '"'<..•<: POURED CONC. SILL 12 - TILE AS SELECTED BY OWNER 15 j-1X6T&GPINE'V'GROOVECLG. �- IMPACT FRENCH DOOR 6" CONT, STUCCO BAND 8 SILL SILL - 4" VERT, STUCCO BAND GROUT SILL TO TRANSFER LOAD TO SLAB HARDI BD, HC7RIZ, 51PNG IN/ 6" EXPOSURE OVER 30# FELT & 5/8" CDX PLYWD. NAILED 6"O.C. EDGE & 6"O,C.FIELD. USE 84 RINGSHANK, TYP. NOTE: FASTENERS C)14" O.C., 6" FROM EDGE, 4" FROM RAIL NOTE: FASTENERS Lj 12" O.C., 4" MAX. FROM EDGE HORIZ., 91/2" FROM EDGE T7 -1 X 4 HARD] BD. TRIM MIN. EDGE DIST7/8". SEE NOA FOR FURTHER INFO VERT. MIN. EDGE D15T21/2". SEE NOA FOR FURTHER INFO FRAMING/MASONRY SCHEDULE �/h ��t q TYP. WINDOW D ETA I L C�MASONRY WALL 1 1/2 �� =v_Q,, nn TYP. . DOOR DETAIL @MASONRY WALL 1 112,E -1-O" Bs - 8„ X 16„ CONT, BOND BEAM W/ C11 #S TOP & BOTT. CONT. TYP. sx16 TYP. sxs - 8" X 8" CA5T-C;R> TE PRE -CAST LINTEL 81781B 1T, TYP. MIN. 8" BEARING sxla - 8" X 16" CAST-CRETE PRE -CAST LINTEL SF161B 1T, TYP. MIN. 8" BEARING ---3/16"TAPCON 13/8" EMBED., TYP. a-klX24"�q ST-C ETEPRE-CAST LINTEL 8F241BIT, TYP. Xz MIN. 8" BEARIN� 1 STEM 8" CMU STEM WALL ALL CELL FILLS BELOW FIRST wn FLOOR SLAB OR DECK SLABS `(7 wor -12" H. X 20" W. CONT CONC. FTNG WI W/(3) CONT. #5 REBARS X WOOD BUCK -3 - (3} 2 X 6 1/4" SHIM MAX. Pza - 2 XS RR 016" O.C. zxa - 2 X4 C1016" O.C. IMPACT RESIST. { EAD WINDOW zxs - (2) 2 X 8 BEAM - BOXED W/ PAINT GRADE WOOD 3/16" TAPCON 13/8" EMBED., TYP. 2X- 6 X 6 PT P05T - BOXED W/ PAINT GRADE WOOD CONNECTOR SCHEDULE ALL HARDWAREGALVANIZED 1 X WOOD BUCK a16a - SIMP50N HETA 16 TRUSS ANCHOR W/ T55 MOISTURE BARRIER, TYP. gg 1/4" SHIM MAX. )AM s/s - 5/8" BOLT. W/ OVERSIZED WASHER. MIN. 7" °Lz U IMPACT RESIST. EMBED. W/ PT 2 X 6 SILL WINDOW sPH - SIMPSON SPH 6 TIE, SILL & TOP PLATE TO WALL, TYP. e _ SILL AS SELECTED BY OWNER, TYP. SIMPSON LUS24 HANGER IMPACT RESIST. 24 WINDOW 3116" TAPCON sv6 - SIMP50N LCB 66 POST BASE W/ 2" MIN. SIDE COVER © 13/8" EMBED., TYP. 1/4" SHIM MAX. cz> sTzz -(2) SIMP50N ST22 STRAPS FROM POST TO EA. BEAM, TYP. 1 X WOOD BUCK cv - SIMP50N LGUM26-2-SDS BEAM HANGER - BEAM TO 17 26 WALL SILL 1 $ - SIMP50N HS TIE, WALL TO TRU55 OR RR "v - SIMPSON HU26 HANGER- BEAM TO CMU WALL NOTE: FASTENERS 0 14"O.C., 6" FROM EDGE, 4" FROM RAIL MIN, EDGE DIST7/8". SEE NOA FOR FURTHER INFO TYR WINDOW DETAI L OWOOD FRAME 1 1/2" -1 /-O" PERMIT I A� � O Q QO � �W V W M—i co L ' 0.a O cd 0� } O � n O1 d' 00 O O 00 ,� z h N � v _O d' /\ O A�6 SECTIONS/DETAILS )OB NUMBER1516 �0zo ucc Xa 9, 010 (2)2X6 a. 06 #5 DOWEL @ 18" O.C. 5 REBAR CONT., TYP. TYP • • R BOXED &L'ill"I'll '' 6" -�% TOP OF5LAB EL. +7.25' NAVD 140 TOP OF SLAB. #5 @ 12' O.C. - EL 6.75, AMSL n O\ GRADE !. NAVD_ #5 REBAR CONT„ TYP. 8„ 1 0 D ETA I L ■ " O'HANG 12 6 TYP 12 4< ------------------ L------------------------- ---J REARMORTH HARDI PLANK SIDING 16 5V CRIMP METAL ROOF HARDI PLANKSIDING TOP OF BOND BEAM \ co 4EFIN. SLAB L. +7.25' NAVD GRADE nravn 12 4 rYP. 5V CRIMP METAL ROOF 1 STUCCO W/ BANDING 4 TOPOFD B • .. BONEAM 4 ® 4 (2)2Xa W 1 „'P15 17 TYP.14 .. 16 FIN. SLAB _ EL 7.25' NAVD GRADE 5.01 — — - — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 7 L—CANTILEVER MATERIALS LEGEND - 5V CRIMP METAL ROOF OVER PEEL & v STICK UNDERLAYMENT &5/8"CDXPLYWOOD SHEATHING NAILED6"0.C. EDGE&6"O,C. FIELD INT. ZONE 4" O.C. EDGE & 4" O,C. FIELD PERIMETER ZONE TYP., USE 8d RING SHANK NAILS MINIMUM O -TRUSSES BY TRUSS MANUFACTURER - ROOF: 0 24" O.0 O - R- 20 ICYN ENE INSULATION, TYP. R-19 BATT INSULATION IN WALL 3g - R-30 BATT INSULIN CLG. 4 2 X 6 CEDAR FASCIA WI 1 X3 RAKE & 2"ALUM. DRIP EDGE, TYP. - STUCCO SOFFIT OVER METAL LATH, NO VENT, TYP. n-1/2" GYP. BD. WALLS, (PAINTED), TYP. 5/8" GYP. BD. CEILINGS, (PAINTED), TYP. Q -1/2" GYP. BD. OVER 1 X 2 PT FURRING STRIPS & R-5 REFLECTIVE INSUL., OR 3/4" DOW TUFF R RIGID IN5UL,, REFLECT.SURFACETO TO INTERIOR SPACE, TYP. 0 EXTERIOR WALLS, TYP. o - 8" CMU EXTERIOR WALL W/ 3/4"STUCCO FIN. W/ SMOOTH FINISH - 8"£MU EXTERIOR WALL W/ HARDI BOARD HORIZ. LAP SIDING W/ 6" EXPOSURE-ATT. W/ 1 X 4 PT FURRING STRIPS, TYP. - 4- POURED CON( MONOLITHIC SLAB W/ FIBERMESH ON 10 mil VISQEEN, CLEAN COMPACTED AND TERMITE TREATED FILL. 10 - 2 X 6 INTERIOR OR EXTERIOR WALL @ 16" O.C. W/ PT SILL TYP. 11 - 2 X 4 INTERIOR WALL 0 16" O.C. W/ PT SILL TYP. \LY12 -TILE AS SELECTED BY OWNER IX6T&GPINE'V'GROOVECLG. f 4 - 6" CONT, STUCCO BAND 15 - 4" VERT. STUCCO BAND 16 - HARDI BD. HORIZ, 51DNG W/ 6" EXPOSURE OVER 30# FELT & 5/8" CDX PLYWD. NAILED 6"O.C. EDGE & 6"O:C.FIELD. USE84 RINGSHANK, TYP. 17 -1 X 4 HARDI 8D, TRIM FRAM I NG/MASON RY SCH EDULE SIDE/W T sB eXTs - 8" X 16" CONT, BOND BEAM W/ (1) #5 TOP & BOTT. CONT. TYP. TYP, HARDI PLANK SIDING 1(6 axa MIN "BEARING E PRE -CAST LINTEL SF81B 1T, TYP. 5V CRIMP METAL ROOFO axi - 8" X 16" CAST-CRETE PRE -CAST LINTEL SF161B 1T, TYP. MIN, 8" BEARING X2 , -MIN, 84"BEAItIN ETE PRE -CAST LINTEL SF2416IT, TYP. SrEP/ WA` S" CMU STEM WALL ALL CELL FILLS BELOW FIRST TOP OF FLOOR SLAB OR DECK SLABS -- BOND BEAM Foor - 12" H. X 20". W. CONT CONC. FTNG WI W/(3) CONT. #5 REBARS 15 TYP. 14 TYP. L------------------------------J FRONTAOUTH /co cA HARDI PLANKING 1� SIDING FIN. SLAB EL.+725' NAVD GRADE CANTILEVER L-------------------------------------------------------------J SIDE/EA T ELEVATIONS A� zxs - (3) 2X b Rxa - 2 X8 RR 016" O.C. X4 - 2 X4 C1016" O,C• z� - (2) 2 X 8 BEAM - BOXED W/ PAINT GRADE WOOD 6n - 6 X 6 PT POST - BOXED W/ PAINT GRADE WOOD CONNECTOR SCHEDULE ALL HARDWARE GALVANIZED HE 166 - SIMP50N H ETA 16 TRUS5 ANCHOR W/ TSS MOISTURE BARRIER, TYP. oLr - 5/8" BOLT. W/ OVERSIZED WASHER. MIN. T' EMBED. W/ PT2 X 6 SILL 5 6 - 51MP50N SPH 6 TIE, SILL & TOP PLATE TO WALL, TYP. LZd - SIMPSON LU5 24 HANGER 5V CRIMP METAL ROOF STUCCO W/ BANDING Q s66 - SIMPSON LCB 66 POST BASE W/ 2" MIN, SIDE COVER S 22 42) 5IMP50N 5T22 STRAPS FROM POSTTO EA. BEAM, TYP. TOP OF BOND BEAM z6 - SIMP50N LGUM26-2-51)5 BEAM HANGER- BEAM TO WALL s - 51MP50N HS TIE, WALL TO TRUSS OR RR co co zs - SIMPSON HU26 HANGER- BEAM TO CMU WALL FIN. SLAB EL. 7,25' NAVD GRADE A oq a s cM 00 •O 9�1 � O N pq > z .� N � O •'� cf) L= d' O MILAN COPY T NAVV �7 A.=L ELEVATIONS 1/4 'v1'ro" E)OB NUMBER1516 3 " VTR x 3" VTR �•,,, ._..- — •-•.- / j / ' ` ELECTRIC LEGEND �2" 2 ` PROPERTYLINE ` �� bA -SWITCH AFI KIT SINK ' =@� - DUPLEX WALL OUTLET, ARC FAULTINTERUPT AFI 3„ I /� LAV ® -y ® I � -SWITCHED DUPLEX WALL OVTLET,ARC FAVLTINTERVPT 220 �,. ��. DW 2» 4» PORCH �- DUPLEX WALL OUTLET, 220VOLT GFI \\ // DUPLEX WALL OUTLET, GROUND FAULT INTERVPT KITCHEN 2" W II � 3 SHOWER f I EX � EXT GFI EXT.CA4UNDRY f I GF \ "'`- GFI NSTAN7 DISPOSAL -EXTERIOR RATED DUPLEX WALL OUTLET, GROUND FAVLT}NTERVPT 3' VTR /2 I \ HOT WATER ®- _ WALL LIGHT C. l �( �� \ W'C \3 1/3' FI \AFC I} DU i e -TELEPHONE OUTLET AFI VC RANGE W/ - NEW CEILING FAN �LOCW OWNER �T�I ,CHEN ® MICRO AB. / Z GFI 2» / LIVING 15LA D GFI* ® -CABLE TV 12" / / 3" ATS-EXTERIORLIGHTSW/PHOTO CELL ON/OFF LA / REF - � � BATHROOM FAN WI LIGHT (SEPARATELY SWfTCHED) I 3» AFI �OP CATS GFI pAN1RY ® -RECESSED SHOWER LIGHT f N" '� TRAY CLG. -RECESSED LIGHT U 2 3 ABOVE SNOWERR\ 1 AFI w - 5MOKE DETECTOR GUEST BATH AR \ � CM EP - ELECTRIC, PANEL WC. ROUTE OUTGOING SANITARY PIPING CM TO COUNTY SEWER SYSTEM / B AFI NSTANT - CEILINGMOUNTEDLIGHTFIXTURE T AFI 3 HOT WATER UNDER CABINET LIGHTS -VERIFY SWITCH t UC LOCATION W/OWNER • WC � 05 &D 2 �--CATEGORYS NETWORKCABL£OVTLET PLUMBING DIAGRAM jNTS 1' • SHOWER CATS M A M. BAT 5 F �. HAL F ®-DOOR BELL BATHACL TTIC I S tACCESS 1 tLAB. _ A AFI WC N' SM CL �.. � SM JQ2 TRAY CLG. ' � Q .�0 �' ABOVE . .�I AR v A CAT Z Q BEDROOM AR ° o T ¢ BEDROOM FI 4 1 ® ® ® ® PROVIDED ELECTRIC SMOKE DETECTORS WITH BATTERY T BACK - UP IN ALL SLEEPING GFI WLCOODAFI AFI GFI AREAS AND STAIR LANDING ATFORM. 7O'WIRED SO THAT THE'ACTiVATION AVD OF ANY DETECTOR WILL ACTIVATE ALL. PARKING#2 PARKING#f ' • PROPERTY LINE • A CARBON MONOXIDE ALARM SHALL SOUTH OCEAN DRIVE BE INSTALLED IN ACCORDANCE WITH F.A.C. RULE 9B-3.0472 WITHIN TEN FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. NORTH NOTE- PROVIDE PORCELAIN BULB HOLDER & OUTLET IN ATTIC ELECTRIC PLAN 1141/-_0" PERMIT ���a �5 '(, Q � rn kn u W b1J � crs ~ cc _o cc$ CD d- 00 w"r � � v,► O -- s > z N � • �� Eimi I ELECTRIC PLAN JOB NUMBER1516