Loading...
665 SAILFISH DR ACC21-0036 BROWNING GARAGE AND PORCH ARCH DRAWINGS_1C N d O t + t o 0� W N ++ c C N O O2'gyp �.aGiaoC°'=N d°O°C= LC °'CouoOEE.Nu)a°0co,0c0v o aNOCCwE.0 = V O> U U O U N 0 .0 N O r4 pyo°iEoyooa3aci E, N U N 0 0 U° ++ U O C O 0 ° y o ° �o L ° 0 Z CL « O« ° "L Q °p U N '0 E °N C C° N +, L N N a a w 0 a a� O O� N E N U.- (on) UI- 0— = of O Vi °' U N° C.9 2U++ N O O:2 O U'� U N O yO D y C., co c cJc "'y°E�UE:20CU°3 DRAWN BY: AA CHECKED BY: WINDOW INSTALLATION (METHOD A-1) SCALE: N.T.S. EXTERIOR DOOR FLASHING SCALE: N.T.S. STRUCTURE HEIGHT AND NUMBER OF STORIES: TYPICAL WALL SECTION SCALE: N.T.S. SCALE: JOB NUMBER: BROWNING WRAP WRB BUILDING HEIGHT 13-8„ NUMBER OF STORIES 1 EXTERIOR ROOFING MATERIAL REVISED: WEATHER RESISTIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. INTO OPENING SEE ELEVATIONS FOR TYPE FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. SEE MFR. SPECIFICATIONS FOR SEE SECTION A TYPE TION: CODE COMPLIANCE AND INSTALLATION ELEV. STEPS THROUGH WINDOW JAMB 1 2 OS WATER SHEDDING FASHION, STARTING AT THE BASE OF -j• wRe Wnze TYPE V (UNPROTECTED, UNSPRINKLED) THE WALL & WORKING TOWARDS CUT 7/16'” APA RATED SHEATHING, THE TOP, INSTALL THE WRB SEALANT BEAD ao SEE STRUCTURAL ENGINEERING R-30 INSULATION TO THE FACE OF THE BEHIND MOUNTING SHEATHING. FLANGE. Ell $ PRE -ENG. ROOF TRUSSES CELLULOSE BLOWN QAPPLY SILL FLASHING MATERIAL INFORMATION: 24" O.C., PER TRUSS MFR. © APPLY BEAD OF SEALANT AT BACK OF WINDOW ROOFING (MATERIAL SHALL MEET THE FOLLOWING SPECIFICATIONS) EAVE DRIP, VALLEY =-- FLANGE & SET WINDOW USING SEAL THE WINDOW FRAME TO PAN HEAD SCREWS TO OPENING. APPLY A %" NOM. - ROOF UNDERLAYMENT - ASTM D 4869 TYPE II AND EDGE FLASHING SHALL BE 26 GA. METAL FACILITATE INSPECTION. DIA. TO THE BACKSIDE ANTERIOR) of THE WINDOW --- AN APPLY BEADAT FLANGE, IN LINE WITH ANY LB AWIND -ROOF FLASHING (DRIP, RAKE, CAP, VALLEY) - 26 GAUGE - ROOF SHINGLES - ASTM D3462 & ASTM D3161 TYPE 1 SEE MFR. SPECIFICATIONS DOUBLE 2x TOP EXTEND J� PRE-PUNCHED HOLES sLors. o -----FLASHING RESISTANCE MODIFIED TO 110 M.P.H., FOR CODE COMPLIANCE AND INSTALLATION PLATE S.Y.P. 2 # ©APPLY JAMB FLASHING SEALANT BEAD BETWEEN ©JAMB FLASHING FLASHING AND MOUNTING WRB "I" WRB ASTM E108 CLASS -A FIRE RESISTANCE RATING 6 APPLY BEAD OF SEALANT APPLY CONT. SEAL TO THE MOUNTING FLANGE. REMOVE BOTTOM MODIFIED CUTIN WRB TEMPORARILY TAPE UP TOP FLAP - SHINGLE NAILING - PER MANUFACTURERS SPECIFICATIONS 2X6 FASCIA W / VAPOR BARRIER ABOVE SOFFIT AT HEAD FLANGES AT THE TOP (HEAD) AND WRB FLAP ALUMINUM WRAP OAPPLY HEAD FLASHING SIDES (JAMBS) OF WINDOW. EXTEND VINYL SOFFIT SEALANT AT JAMBS 8 JAZ" ABOVE ®REMOVE PREVIOUSLY APPLIED THE R.O. AT HEAD. EMBED JAMB � ' WINDOWS & DOORS (ENGINEERED INSTALLATION SPECIFICATIONS TAPE, ALLOWING WRB TO LAY FLASHING INTO SEALANT AND % 3 4 TO BE ON JOB SITE AT TIME OF INSPECTION) FLAT OVER HEAD FLASHING. FASTEN IN PLACE. (FLASHING APPLY NEW SHEATHING TAPE GOES OVER SEALANT). WRB WRB OVERCUT -SEE DIAGRAM. SECURE WRB — WINDOWS, SINGLE HUNG — 1'-4" O.H. W/ HIP AT HEAD 00 — WINDOWS, FIXED GLASS — 1'-0" O.H. W/ GAEL � I GLASS OORS — — EXTERIOR DOORSING FLASHING AT HEAD EXTENDS 1" BEYOND - GARAGE DOORS - JAMB FLASHING. I'L�OHEAD FLASHING HARIDE VERTICAL SIDING R-11 INSULATION EMBED BOTTOM OF THE HEAD FLASHING AGAINST �., THE PREVIOUSLY APPLIED SEALANT SEALANT (FLASHING GOES WRB WRB WIND ZONE INFORMATION: VFPIFYW/ �0 OVER SEALANT). EXTEND HEAD FLASHING BEYOND INSTALL VULKUM AT THRESHOLD APPLY JAMB FLASHING TO BOTH SIDES ® EACH JANBP LAS LNG. PER MFR. INSTRUCTIONS. OF DOOR FROM DOOR FRAME TO WRB, THIS BUILDING is Nor LOCATED IN THE WIND BORNE DEBRIS REGION INSTALL DOOR, SHIM DOOR TO LEVEL, EXTENDING 8 1/2" ABOVE DOOR ROUGH PLUMB AND SQUARE DOOR IN OPENING. OPENING. 7/16" APA RATED SHEATHING ,, BUILDING IS �TNaosW SEE STRUCTURAL ENGINEERING l IA Q JAMB FLASHING A 5 6 BASIC WIND SPEED M.P.H. ( ) EXTEND JAMB FLASHING TO OVERLAP SILL WRB WRB VERIFY W EOR WINDOW HEADER FLASHING. EXTEND SEE STRUCTURAL ENGINEERING JAMB FLASHING 8 Y2" ABOVE ROUGH OPENING AT HEAD. TUCK TOP OF 9" RISK CATEGORY II JAMB FLASHING SEALANT UNDER THE FLAP ` OF WRB AT THE �. �� WIND EXPOSURE CATEGORY VERIFY W EOR HEAD. SEE DIAGRAM. -' SILL FLASHING SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, INTERNAL PRESSURE COEFFICIENT +.18/-.18*** ' PLUMB, AND LEVEL CONDITION. USE CORROSION Lt FASTENERS. FASTEN PER �® (�RESISTANT WINDOW MANUFACTURER SPECATIONS. SEE STRUCTURAL ENGINEERING SHEETS FOR COMPONENTS AND CLADDING II I 1. 1 WRB "PB (END ZONE AND INTERIOR ZONE) INFORMATION 1 1 WEATHER RESISTANT APPLY HEAD FLASHING, EXTENDING 10" UNFOLD TOP FLAP AND COVER DIAGONAL e�UNE BARRIER WRBJ BEYOND DOOR ROUGH OPENING. CUTIN WRB WITH SHEATHING TAPE. AT A 45 DEGREE ANGLE, CAREFULLY CUT THE / BARRIER ON A DIAGONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR NOTE: WRB SURFACE ABOVE. INTERIOR VIEW ALL FLASHING WILL BE SELF ADHERING AND ROLLED SMOOTH & SEE WINDOW MFR. SPECIFICATIONS TOP LEFT CORNER OF WINDOW FLAT WITH A J—ROLLER. FOR CODE COMPLIANCE AND INSTALLATION DATA NOTES (FBC2020—R) SCALE: N.T.S. NOTES COMPLY W/ FLORIDA BUILDING CODE 2020 — RESIDENTIAL HARIDE VERTICAL SIDING 2x STUDS 1. FBC-R302.5.1: ANY DOOR BETWEEN THE DWELLING AND THE GARAGE IS TO BE EITHER A 1 3/8" MIN. THICK SEE STRUCTURAL ENGINEERING SOLID WOOD OR HONEYCOMB CORE STEEL OR THE DOOR IS TO HAVE A 20 MIN. FIRE -RATING. INDEX OFARCHITECTURAL PLANS 2. FBC-R302.5.2: DUCTS IN GARAGE SHALL BE MIN. 26 GAGE SHEET STEEL, WITH NO OPENINGS INTO THE GARAGE PERMITTED R-11 INSULATION 3. FBC-R302.6: GARAGE SHALL BE SEPARATED FROM RESIDENCE AND ITS ATTIC WITH 1/2" MIN. GYPSUM BOARD APPLIED TO GARAGE SIDE. GARAGE BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ROOMS ABOVE WITH 5/8" MIN. TYPE 'X' GYPSUM BOARD. WHERE THE SEPARATION IS A FLOOR/CEILING C1 COVER SHEET & ARCH. DETAILS ASSEMBLY, ANY STRUCTURE SUPPORTING THE ASSEMBLY SHALL BE PROTECTED WITH MIN. 1/2" GYPSUM BOARD. 4. FBC-R703.6.3: Al GARAGE FLOOR PLANS, ELECT, FOUND. P. T. 2x BOTTOM PLATE WHERE STUCCO IS APPLIED TO LATH OVER WOOD FRAME, A BOND BREAKER IS REQU_ THE THE PER OEREOF THE METHODS: BOF A2 GARAGE ELEVATIONS CX, ROOF PLA N 0'-0" AEEN PPROVEDWWATER-REISISIVE TIVEB BARRER IER ER MDOFF APPROVEDOLLOWING 2 LLAIRED YERS ATER AL,TORCO 1 LAY _Z F " (FINISH FLOOR RIER OVER AN ROSTRUCTIONS. HOUSE WRAP, OR -OTHER METHOD IN ACCORDANCE WATWITH ET A3 LANAFLO 0 R PLANS, ELECT, FOUND :mELEVATION) HEEMISTIVE ANUFACTURERS INSTALLATION FINISH GRADE 00 5. FBC-R, M1307.2: GROUND MECHANICAL UNITS SHALL BE ANCHORED IN ACCORDANCE WITH THIS SECTION. A4 LANAI ELEVATIONS 8c ROOF PLAN 6. FBC-R, M1305.1.1: MIN. 4" CLEARANCE AROUND ALL SIDES OF MECHANICAL EQUIPMENT AND COMPONENTS, INCLUDING DUCT, WITH THE TOTAL WIDTH OF THE ENCLOSING SPACE BEING AT LEAST 12" WIDER THAN THE S1 SITE PLAN FURNACE OR AIR HANDLER. 1 NOTE: SEE STRUCTURAL _ _ - ENGINEERING FOR FOUNDATION TYPE AND FOOTING SPECIFICATIONS. ROOF FLASHING SCALE: N.T.S. WALL TO ROOF FLASHING DETAIL SCALE: N.T.S. METAL DRIP EDGE Oi 26 GA. GALVANIZED 2. FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL 3. FOR CLOSED VALLEYS (VALLEY COVERED WITH SHINGLES), VALLEY O CRICKETS AND SADDLES FLASHING: (NOT TO SCALE) (33 -PERCENT SLOPE) OR GREATER. UNDERLAYMENT SHALL COMPLY WITH ASTM D LINING OF ONE PLY SMOOTH ROLL ROOFING COMPLYING WITH ASTM D 226, TYPE II OR ASTM D 4869, TYPE IV OR ASTM D 6757 AND SHALL BE ONE 224 TYPE II OR TYPE III AND AT LEAST 36" WIDE OR VALLEY LINING A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE LAYER APPLIED IN THE FOLLOWING MANNER. UNDERLAYMENT SHALL BE APPLIED AS DESCRIBED IN ITEMS 1 AND 2 ABOVE SHALL BE PERMITTED. OF ANY CHIMNEY GREATER THAN 30" WIDE. CRICKET OR EXISTING WOOD FRAME SHINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2 SPECIALTY UNDERLAYMENT COMPLYING WITH ASTM D 1970 MAY BE SADDLE COVERINGS SHALL BE SHEET METAL OR OF THE SAME SYSTEM I INCHES (51 MM), FASTENED WITH 1 -INCH (25 MM) ROUND PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN ATTACHED TO A NAILABLE DECK WITH TWO USED IN UEU OF THE LINING MATERIAL MATERIAL AS THE ROOF COVERING. I 7 5 1 DRIP EDGE FLASHING: -TABS STAGGERED ROWS IN THE FIELD OF THE SHEET WITH A MAXIMUM FASTENER THE RIDGE AND VALLEY FLASHING OF CRICKETS OR SADDLES I SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE OVERLAPS SHALL BE THE SAME AS THE RIDGE AND VALLEY FLASHING ON 5 X 5 ANGLE FLASHING MIN. 26 GA. GALVANIZED I DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES OF SHINGLED ROOFS, AND OVERLAPPED A MINIMUM OF 2". EAVE DRIP EDGES SHALL EXTEND 1/4" BELOW FASTENED 6 INCHES (152 MM) O.C. SYNTHETIC UNDERLAYMENT SHALL BE FASTENED IN ACCORDANCE WITH THIS SECTION AND THE MANUFACTURERS O RIDGE FLASHING: THE MAIN ROOF. 6 26 GA. GALVANIZED "Z" FLASHING (NOT TO SCALE)O7 29 GA. GALVANIZED METAL BASE FLASHING I SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 2". DRIP EDGE SHALL RECOMMENDATIONS END LAPS SHALL BE OFFSET BY 6 FEET (1829 MM). (NOT TO SCALE) BE MECHANICALLY FASTENED A MAXIMUM OF 12" O.C. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE INSTALLED EITHER OVER OR UNDER THE 3 3AS AN ALTERNATIVETHE ENTIRE ROOF DECK SHALL BE COVERED WITH AN . , THE UNDERLAYMENT SHALL BE INSTALLED IN WATER SHEDDING FASHION. THE LAST LAYER APPLIED AT THE RIDGE SHALL BE O6 BASE AND COUNTER FLASHING: EXTERIOR ROOFING r 4 UNDERLAYMENT. IF INSTALLED OVER THE UNDERLAYMENT, THERE SHALL BEA APPROVED SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET MEETING ASTM D 1970 OR AN APPROVED SELF -ADHERING SYNTHETIC UNDERLAYMENT INSTALLED IN FOLDED OVER THE RIDGE AND MECHANICALLY FASTENED, AT 36" O.C. MAXIMUM TO THE OPPOSING SIDE OF THE ROOF. REPEAT BASE AND COUNTER FLASHING SHALL BE INSTALLED IN ACCORDANCE MATERIAL SEE MINIMUM 2" WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS. PROCEDURE FOR OPPOSING SIDE OF ROOF. WHEN COMPLETED WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS, ORA O7 FIBER CEMENT SIDING FLASHING: CONTINUOUS METAL "L" FLASHING SHALL BE SET IN APPROVED ELEVATIONS FOR TYPE I _ 1. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL THERE WILL BE TWO LAYERS OF UNDERLAYMENT OVERLAPPING THE RIDGE. FLASHING CEMENT AND SET FLUSH TO BASE OF WALL AND OVER THE PANEL SIDING: I (17 -PERCENT SLOPE), AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS UNDERLAYMENT. BOTH HORIZONTAL AND VERTICAL METAL FLANGES PANELS SHALL BE INSTALLED WITH THE LONG DIMENSION SEE MFR. SPECIFICAT HORIZONTAL (33 -PERCENT SLOPE). UNDERLAYMENT SHALL COMPLY WITH ASTM D 2 SHALL BE FASTENED 6" ON CENTER WITH APPROVED FASTENERS. PARALLEL TO FRAMING. VERTICAL JOINTS SHALL OCCUR OVER FOR CODE COMPLIANCE 226, TYPE I OR TYPE II OR ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 6757 ALL LAPS SHALL BE A MINIMUM OF 4" FULLY SEALED IN APPROVED FRAMING MEMBERS AND SHALL BE SEALED WITH CAULKING OR AND INSTALLATION N AND SHALL BE TWO LAYERS APPLIED IN THE FOLLOWING MANNER. APPLY A 19 -INCH 483 MM STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STARTING AT ( ) 2 O LLE FLS G VALLEY FLASHING: 4 HIP FLASHING: O FLASHING CEMENT. FLASHING SHALL START AT THE LOWER PORTION COVERED WITH BATTENS. HORIZONTAL JOINTS SHALL BE OF ROOF TO ENSURE WATER -BREADING CAPABILITIES OF ALL METAL FLASHED WITH "Z -FLASHING" AND BLOCKED WITH SOLID WOOD __ I THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, : THE UNDERLAYMENT SHALL BE INSTALLED IN WATER SHEDDING LAPS. THE ENTIRE EDGE OF THE HORIZONTAL FLANGE SHALL BE FRAMING. APPLY 36 -INCH -WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE WITH FASHION. AT THE HIP UNE FOLD THE UNDERLAYMENT OVER THE SEALED COVERING ALL NAIL PENETRATIONS WITH APPROVED FLASHING ><- SUCCESSIVE SHEETS 19 INCHES (483 MM), AND FASTENED WITH A 1 -INCH (25 MM) MANUFACTURER'S INSTALLATION INSTRUCTIONS BEFORE APPLYING HIP AND MECHANICALLY FASTEN, AT 36" O.C. MAXIMUM TO THE CEMENT AND MEMBRANE. SHINGLES SHALL OVERLAP THE HORIZONTAL HORIZONTAL LAP SIDING: I V I ROUND PLASTIC CAP, METAL CAP NAILS OR NAILS AND TIN -TABS ATTACHED TO A SHINGLES. VALLEY LININGS OF THE FOLLOWING TYPES SHALL BE OPPOSING SIDE OF THE ROOF. REPEAT PROCEDURE FOR FLANGE AND SHALL BE SET IN APPROVED FLASHING CEMENT. LAP SIDING SHALL BE LAPPED A MINIMUM OF 1 1/4" AND SHALL I A NAILABLE DECK WITH ONE ROW IN THE FIELD OF THE SHEET WITH A MAXIMUM PERMITTED: OPPOSING SIDE OF ROOF. WHEN COMPLETED THERE WILL BE HAVE THE ENDS SEALED WITH CAULKING, COVERED WITH AN FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE TWO LAYERS OF UNDERLAYMENT OVERLAPPING THE HIP. BASE FLASHING SHALL BE OF EITHER CORRISION-RESISTANT METAL H -SECTION JOINT COVER, OR LOCATED OVER A STRIP OF OVERLAPS FASTENED 6 INCHES (152 MM) O.C. SYNTHETIC UNDERLAYMENT SHALL 1. FOR OPEN VALLEY (VALLEY LINING EXPOSED) LINED WITH METAL, PROVIDED IN SECTION R905.2.8.1 OR MINERAL SURFACE ROOL FLASHING. LAP SIDING COURSES MAY BE INSTALLED WITH THE ROOFING WEIGHING A MINIMUM OF 77 POUNDS PER 100 SQUARE FEET. FASTENER HEADS EXPOSED OR CONCEALED, ACCORDING TO �'I I BE FASTENED IN ACCORDANCE WITH THIS SECTION AND THE MANUFACTURERS RECOMMENDATIONS. THE VALLEY LINING SHALL BE AT LEAST 24" WIDE AND OF ANY OF THE CORROSION -RESISTANT METALS IN TABLE R903.1 COUNTER FLASHING SHALL BE CORROSION -RESISTANT METAL WITH A APPROVED MANUFACTURER'S INSTALLATION INSTRUCTIONS. MINIMUM THICKNESS PROVIDED IN TABLE 903.1. 2. FOR OPEN VALLEYS, VALLEY LINING OF TWO PLIES OF MINERAL 1 SURFACE ROLL ROOFING, COMPLYING WITH ASTM D 249, SHALL BE PERMITTED. THE BOTTOM LAYER SHALL BE 18" AND THE TOP LAYER A MINIMUM OF 36" WIDE. C N d O t + t o 0� W N ++ c C N O O2'gyp �.aGiaoC°'=N d°O°C= LC °'CouoOEE.Nu)a°0co,0c0v o aNOCCwE.0 = V O> U U O U N 0 .0 N O r4 pyo°iEoyooa3aci E, N U N 0 0 U° ++ U O C O 0 ° y o ° �o L ° 0 Z CL « O« ° "L Q °p U N '0 E °N C C° N +, L N N a a w 0 a a� O O� N E N U.- (on) UI- 0— = of O Vi °' U N° C.9 2U++ N O O:2 O U'� U N O yO D y C., co c cJc "'y°E�UE:20CU°3 DRAWN BY: AA CHECKED BY: DATE: 2/4/21 SCALE: JOB NUMBER: BROWNING REVISED: DWG NO: ci 6 OF SHEETS NOTE: 1st FLOOR EXTERIOR WALLS TO BE 2x6 #2 SPF STUDS (U.N.0). NOTE: NO PLUMBING VENTS TO BE VISIBLE FROM FRONT OF HOUSE N N 22'-0" O CHECKED BY: O r---------------� I II I II I I II r--------� I I I I I I N NEW I I II I I II I I II I II I I I I I o DETACHED SCALE: 1/4"=F-0" EITHER 6x6 10/10 WWM OR —FIBERMES BON 6 MIL VAPOR ARRIERi I I GARAGE JOB NUMBER: BROWNING SLOPE I N II I TO EXT. I I aw N 9' PL. N E W I o o C VERED ORCH I CONC I 12" MONOLITHIC 0 SLAB 9' PL. 0 NOTE: I I (TYP) I 7 I I (2)#5 RODS,CONT. LA 2868 I (TYP) PROVIDE CONTROL JOINTS IN 1 SELF-CLOSING GARAGE SLAB AS REQ'D it I I I ENTRY II IIx 9 I 8'-3" "x 3/4"DP I I I I I (SOLID CORE) 00 —I-------- L iL N 8070 OVERHEAD DOOR 2'-0" I. 8'-0" 4'-0" l PROPOSED FLOOR PLAN ELECTRICAL LEGEND PREWIRE & BRACE CEILING FAN W/ ® 220V OUTLET LIGHT 110V OUTLET CEILING EXHAUST FAN FIXTURE @):G- F C I GFCI PROTECTED RECESSED MOUNTED & WEATHER PROTECTED LIGHT FIXTURE GFCI-WP FAN/LIGHT COMBO OVER HEAD/FLOOR OUTLET SWITCHES CEILING MOUNTED LIGHT FIXTURE ELEC ELECTRIC PANEL PANEL WALL MOUNTED LIGHT FIXTURE ® SMOKE DETECTOR SD (PER CODE) CEILING MOUNTED FLUOR. LIGHT�o CARBON MONOXIDE DETECTOR (PER CODE) PHONE JACK (VERIFY W/ BUILDER) 707 FLOOD LIGHT W/ SENSOR © CABLE TV OUTLET (VERIFY W/ BUILDER) Q JUNCTION BOX UNDER CABINET LIGHTING SPEAKER PREWIRE ELECTRICAL NOTES NOTE: FIXTURES BELOW TO USE COMPACT FLUORESCENT BULBS IN ACCORDANCE WITH FBC EC R404.1 & R202 RECESSED MOUNTED CEILING MOUNTED LIGHT FIXTURE LIGHT FIXTURE FAN/LIGHT COMBO -p- WALL MOUNTED LIGHT FIXTURE 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) — KITCHEN INSTALLED HORIZONTALLY @ 50" AFF — BATHROOM INSTALLED HORIZONTALLY @ 44" AFF — LAUNDRY ROOM 36" AFF — EXTERIOR WATERPROOF 12" AFF — 42" AFF GARAGE GENERAL PURPOSE — 2" AFF RANGE 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. ALL SMOKE ALARMS SHALL BE LISTED & LABELED IN ACCORDANCE WITH UL217 & INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE & THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72 6. ALL BRANCH CIRCUITS THAT SUPPLY 120—VOLT, SINGLE—PHASE, 15— AND 20—AMPERE OUTLETS INSTALLED IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATIONS ROOMS, CLOSETS, HALLWAYS AND SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A COMBINATION TYPE ARC—FAULT CIRCUIT INTERRUPTER INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 7. GFIs (GROUND FAULT INTERRUPTERS) FOR WATER AREAS AND OUTDOOR CIRCUITS PER NEC, SECTION 210-8 AREA TABULATION NEW DETACHED GARAGE 308 S.F. NEW COVERED PORCH 176 S.F. TOTAL UNDER ROOF 484 S.F. ELECTRICAL PLAN 0 N 22'-0" 12"DP P. CONC. PIER FOOTING W/ (2) RODS, EACH WAY, TYP. 2'-0" 8'-0" 4'-0" 14'-0" 22'-0" FOUNDATION C STUDS @ 16" C.C. D. 2 or Bt. SPF _IP STUDS TOP AND BOTTOM '2" x 7" WEDGE ANCHORS 32" o. c. CONCRETE SLAB w/ <6, 10x10 WWM OR BERMESH REINFORCED MIL VAPOR BARRIER OVER ;EATED & COMPACTED FILL (2) #5's CONTE MIN. 25" LAP 1 - 2 STORY CONDITION, CORNERSUSE (3) # 5's CONT. 1,_S,, 2 STORY CONDITION TYPICAL STEP FOOTING SCALE: 1/2 = 1'-0" PT 6x6 WOOD POST LV, METAL POST ANCHOR 4" CONCRETE SLAB w/ 6x6, 10x10 WWM OR EIBERMESH REINFORCED 6 MIL VAPOR BARRIER OVER TREATED & COMPACTED FILL FINISHED GRADE ro / '0 (2) #5's CONT 12" 8" MIN. 25" LAP - 2 STORY CONDITION, CORNERS 4" USE (3) # 5's CONT. 2 STORY CONDITION TYPICAL MONOLITHIC FOOTING SCALE: 1/2 = 1'-0" Im LAYOUT FOUNDATION NOTES 1) ALL WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2014 FLORIDA BUILDING CODE, RESIDENTIAL, AND COUNTY BUILDING DEPARTMENT. 2) STRIP TOPSOIL, TREES, STUMPS, ROOTS,ETC. FROM ALL AREAS WHERE CONSTRUCTION WILL OCCUR U.N.O. 3) FILL SHALL BE FIRMLY COMPACTED, CLEAR SAND/CLAY MATERIAL: FREE OF ROOTS, ORGANIC MATTER OR OTHER DEBRIS. 4) INTERIOR BEARING LOCATIONS SHOULD BE COORDINATED WITH TRUSS MANUFACTURER & STRUCTURAL ENGINEER. FINISHED GRADE (2) #5's CON MIN. 25" LAP @ CORNERS PT SILL w/ SEMCO TPP4 AT 32" OC 1/2" x 10" ANCHOR BOLTS @ 32" o.c. w/ 2" x 2" x 1/8" WASHERS ALTERNATE: USE SIMPSON MAS OR SEMCO FA -3 AT 24" o.c. 4" CONCRETE SLAB w/ 6x6, 10x10 WWM OR EIBERMESH REINFORCED 6 MIL VAPOR BARRIER OVER TREATED & COMPACTED FILL �4 2 STORY CONDITION, USE (3) # 5's CONT. 2 STORY CONDITION TYPICAL MONOLITHIC FOOTING SCALE: 1 /299 1'_022 NOTE: ENGINEERS STRUCTURAL CRITERIA MAY OVERRIDE SHOWN DETAILS. FOR STRUCTURAL AND STRAPPING INFORMATION, REFER TO ENGINEERING SHEETS 43) a r Yp 6:5 W O ++ AO N � 0 0_ a C q)a o°O° >+ c O °- > O -° N N C V° p U C O E E P ° 0 0 o ao c a- cv ov n E o N Com« O E O'° e:F 0.2 � C V O> U U O U N y L N O ° °ma°i cLE2Ai W ° o E o y o o a3 c E y U' y 0 0 U.°++ U U C O Q C0 0.`= CO°�.�LOU Z a O yL., 0=0 i L O O O C O (DN E >,"O p N L .-, ° aT-0 o CL 3 y C_N- .p N O O E,N C C O N N N a n w Oaao O C� N p� N N U._ N U L CL_ O W 'O C U++ N O 2'O +' UU O y O D y C., Cp a) C =u 0:5 Q. c='y°E�UE-a'�CU3 DRAWN BY: AA CHECKED BY: r---------------� I II I II I I II r--------� I I I I I I I I II I I II I I II I II I I I I I 4" CONC. SLAB REINFORCED W/ SCALE: 1/4"=F-0" EITHER 6x6 10/10 WWM OR —FIBERMES BON 6 MIL VAPOR ARRIERi I I JOB NUMBER: BROWNING SLOPE I o II I TO EXT. I I aw N ii I o o I 1„ 4 P. I CONC I 12" MONOLITHIC SLAB P. CPNC. FTG w/ NOTE: I I (TYP) I 7 I I (2)#5 RODS,CONT. I (TYP) PROVIDE CONTROL JOINTS IN 1 I I GARAGE SLAB AS REQ'D it I I I I II IIx 9 I 8'-3" "x 3/4"DP I I I I I @-GARA6E �09R — — — — — —I-------- L 2'-0" 8'-0" 4'-0" 14'-0" 22'-0" FOUNDATION C STUDS @ 16" C.C. D. 2 or Bt. SPF _IP STUDS TOP AND BOTTOM '2" x 7" WEDGE ANCHORS 32" o. c. CONCRETE SLAB w/ <6, 10x10 WWM OR BERMESH REINFORCED MIL VAPOR BARRIER OVER ;EATED & COMPACTED FILL (2) #5's CONTE MIN. 25" LAP 1 - 2 STORY CONDITION, CORNERSUSE (3) # 5's CONT. 1,_S,, 2 STORY CONDITION TYPICAL STEP FOOTING SCALE: 1/2 = 1'-0" PT 6x6 WOOD POST LV, METAL POST ANCHOR 4" CONCRETE SLAB w/ 6x6, 10x10 WWM OR EIBERMESH REINFORCED 6 MIL VAPOR BARRIER OVER TREATED & COMPACTED FILL FINISHED GRADE ro / '0 (2) #5's CONT 12" 8" MIN. 25" LAP - 2 STORY CONDITION, CORNERS 4" USE (3) # 5's CONT. 2 STORY CONDITION TYPICAL MONOLITHIC FOOTING SCALE: 1/2 = 1'-0" Im LAYOUT FOUNDATION NOTES 1) ALL WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2014 FLORIDA BUILDING CODE, RESIDENTIAL, AND COUNTY BUILDING DEPARTMENT. 2) STRIP TOPSOIL, TREES, STUMPS, ROOTS,ETC. FROM ALL AREAS WHERE CONSTRUCTION WILL OCCUR U.N.O. 3) FILL SHALL BE FIRMLY COMPACTED, CLEAR SAND/CLAY MATERIAL: FREE OF ROOTS, ORGANIC MATTER OR OTHER DEBRIS. 4) INTERIOR BEARING LOCATIONS SHOULD BE COORDINATED WITH TRUSS MANUFACTURER & STRUCTURAL ENGINEER. FINISHED GRADE (2) #5's CON MIN. 25" LAP @ CORNERS PT SILL w/ SEMCO TPP4 AT 32" OC 1/2" x 10" ANCHOR BOLTS @ 32" o.c. w/ 2" x 2" x 1/8" WASHERS ALTERNATE: USE SIMPSON MAS OR SEMCO FA -3 AT 24" o.c. 4" CONCRETE SLAB w/ 6x6, 10x10 WWM OR EIBERMESH REINFORCED 6 MIL VAPOR BARRIER OVER TREATED & COMPACTED FILL �4 2 STORY CONDITION, USE (3) # 5's CONT. 2 STORY CONDITION TYPICAL MONOLITHIC FOOTING SCALE: 1 /299 1'_022 NOTE: ENGINEERS STRUCTURAL CRITERIA MAY OVERRIDE SHOWN DETAILS. FOR STRUCTURAL AND STRAPPING INFORMATION, REFER TO ENGINEERING SHEETS 43) a r Yp 6:5 W O ++ AO N � 0 0_ a C q)a o°O° >+ c O °- > O -° N N C V° p U C O E E P ° 0 0 o ao c a- cv ov n E o N Com« O E O'° e:F 0.2 � C V O> U U O U N y L N O ° °ma°i cLE2Ai W ° o E o y o o a3 c E y U' y 0 0 U.°++ U U C O Q C0 0.`= CO°�.�LOU Z a O yL., 0=0 i L O O O C O (DN E >,"O p N L .-, ° aT-0 o CL 3 y C_N- .p N O O E,N C C O N N N a n w Oaao O C� N p� N N U._ N U L CL_ O W 'O C U++ N O 2'O +' UU O y O D y C., Cp a) C =u 0:5 Q. c='y°E�UE-a'�CU3 DRAWN BY: AA CHECKED BY: DATE: 2/4/21 SCALE: 1/4"=F-0" JOB NUMBER: BROWNING REVISED: DWG NO: Al 6 OF SHEETS C N d N t 0 '60zo���o�>, o ° •° N C V° �p U C O E E 0 0 0 0 0 c a� cv 0-0 n a,0 T° C C° .,c0, N O N 0 ..ccs_2E.OoE02=o C V O> U U O U N y L N O �2aciaci�cLE2 W o' N a� ° i E o y o o a3 aci Z -a-02 O.L.. °" L =O `° ° C N �°w+, ° aTNL � a� 3 y c=— N o 0 N" •� E,NCCO0 +LNNan Oa a Oa. •00 c0 0 N O 0 N U .- N U • L C N ,� C 0 O ++ U++ N 0.2 i5- N O y p COI C°S CO a) rU� 0.t c.t 'j 31 0 3 N :3:6 o 0 o DRAWN BY: AA CHECKED BY: DATE: 2/4/21 SCALE: 1/4"=1'-0" JOB NUMBER: BROWNING REVISED: DWG NO: A 2 6 OF SHEETS ATTIC VENTILATION AREA CALC'S Excerpt of the 2017 Florida Building Code, Residential R806.1 Ventilation required NEW 4" HARDIE Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly NEW 4" HARDIE TRIM (TYP) to the underside of roof rafters shall have cross ventilation for each separate space TRIM (TYP) by ventilating openings protected against the entrance of rain or snow. Ventilation openings shall have a least dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch NEW HARDIE NEW HARDIE RB&B VERTICAL (6.4 mm) maximum. Ventilation openings having a least dimension larger than 1/4 12 RB&B VERTICAL SIDING (TYP) inch (6.4 mm) shall be provided with corrosion—resistant wire cloth screening, 4 SIDING (TYP) 12 hardware cloth, or similar material with openings having a least dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maximum. Openings in roof framing 4 members shall conform to the requirements of section R802.7. required ventilation openings shall open directly to the outside air. Exception: Attic ventilation shall not be required when determined not necessary by the code official due to atmospheric or climatic conditions. R806.2 Minimum vent area. The minimum net free ventilating area shall be 1/150 of the area of the vented space. 00 I Exception: The minimum net free ventilation area shall be 1/300 of the vented space 'o provided one or more of the following conditions are met: PT 6x6 WD POST TYP I I T NEW 4" HARDIE PT 6x ( WOOD POST TYP 1. In Climate Zones 6, 7 and 8, a Class I or II vapor retarder is installed on the NEW 4" HARDIE CORNER TRIM (TYP) warm—in—winter side of the ceiling. CORNER TRIM (TYP) 2. At least 40 percent and not more than 50 percent of the required ventilating area is provided by ventilators located in the upper portion of the attic or rafter space. Upper ventilators shall be located no more than 3 feet (914 mm) below the ridge or highest point of the space, measured vertically, with the balance of the required ventilation provided by eave or cornice vents. Where the location of wall or roof framing members conflicts with the installation of upper ventilators, installation more than 3 feet (914 mm) below the ridge or highest point of the space shall be permitted. R806.3 Vent Clearance Where eave of cornice vents are installed, insulation shall not block the free flow of air. A minimum of a 1—inch (25.4 mm) space shall be provided between the REAR ELEVATION- insulation and the roof sheathing at the location of the vent. FRONT ELEVATION- Ventilation Required Attic Area q84 5auare footage -�84 / 300 = 1.61 1,61 z 144 - 23232 5auare 'inches 23232 x,5(507) - 116,16 5quare Inches net free roof vent req' ,1 23232 x '2 = 11616 56tuare Inches net free soffit vent req r Upper Roof Vent Specifications (per manufacturer) CUT OUT SIZE 4'-0" vent—provides 115 sq.in. net free space 46" x 2-1 /2" 6'-0" vent—provides 175 sq. in. net free space 70" x 2-1/2" 8'-0" vent—provides 235 sq.in. net free space 94" x 2-1/2" Upper Roof Vents Required (Max 50%) GALV. METAL ROOF (TYP GALV. METAL ROOF (TYP (1) 4'-0" vents ® 115 sq in. = 115.0 0 6'—O" vents @ 175 sq. in. = 0.0 0 8'-0" vents © 235 sq. in. = 0.0 115.OTotal sq. in. net free area provided Soffit Vent Available 97.34 Linear ft. x 5.89 (Air Flow per sq. in. per linear ft.) = 573 Sq. in. net free soffit NEW HARDIE RB&B VERTICAL SIDING (TYP) NEW 4" HARDIE NEW 4" HARDIE NEW HARDIE TRIM (TYP) RB&B VERTICAL PT 6x6 WOOD POST CORNER TRIM (TYP) SIDING (TYP) (TYP) BEET SDE ELEVATION- RIGHT SDE ELEVATION- LEVAT ONGABLE GABLEEND j� II 7/16" APA RATED SHEATHING, j� I II I I� SEE STRUCTURAL ENGINEERING PRE -ENG. ROOF TRUSSES @ 24" O.C., PER TRUSS MFR. EAVE DRIP, VALLEY o AND EDGE FLASHING 12 SHALL BE 26 GA. METAL SEE MFR. SPECIFICATIONS 4 NOTE: ENGINEERS STRUCTURAL CRITERIA FOR CODE COMPLIANCE MAY OVERRIDE SHOWN DETAILS. w o AND INSTALLATION FOR STRUCTURAL AND STRAPPING 2X6 FASCIA W/ ALUMINUM WRAP IN OR SATION, REFER TO ENGINEERING 1 NEW HARDIE VERTICAL SIDING OVER 4'x 8' STRUCT SHEATHING V OVER 2x4 ® 16"OC W/ R-11 INSULATION ;io III 4" CONC. SLAB REINFORCED W/ EITHER 6x6 10/10 WWM OR L _ FIBERMESH ON 6 MIL VAPOR — --------------- BARRIER. GABLE END MONOLITHIC — FOUNDATION LJ VERIFY HT. W/ BUILDER 22'-0" ROOF PLAN CROSS-SECTION- - C N d N t 0 '60zo���o�>, o ° •° N C V° �p U C O E E 0 0 0 0 0 c a� cv 0-0 n a,0 T° C C° .,c0, N O N 0 ..ccs_2E.OoE02=o C V O> U U O U N y L N O �2aciaci�cLE2 W o' N a� ° i E o y o o a3 aci Z -a-02 O.L.. °" L =O `° ° C N �°w+, ° aTNL � a� 3 y c=— N o 0 N" •� E,NCCO0 +LNNan Oa a Oa. •00 c0 0 N O 0 N U .- N U • L C N ,� C 0 O ++ U++ N 0.2 i5- N O y p COI C°S CO a) rU� 0.t c.t 'j 31 0 3 N :3:6 o 0 o DRAWN BY: AA CHECKED BY: DATE: 2/4/21 SCALE: 1/4"=1'-0" JOB NUMBER: BROWNING REVISED: DWG NO: A 2 6 OF SHEETS C N d O t o pO+LN.' N jm-++TCN gyO 4)_C d O ° T CO C> Op°v) N CV6 U °a0 °a.0o0on « °c °C°om ao T -N woowozENaLC C V O> U U O U N iV L N O u) •° N N C L_ E 2 A. W p y N° N E O y 0 E 0.3: N E N U' y 0 0 U'° � U U C O Q C° O °5 ` U CO ° =,� L O U Z a O yL., O +U+ i L O O° C N ++ Ua+°L N� SNI) N T-° p a� L a CO N N N= N Q p p U Na '" E,@ C O O N +� L N N a a w °a , 0— 0 p� N N U .- N U �. L C L_ O V) Om U N 'O " C U++ N O O-°+' O U'� U O y DCOUOy CL +C 0:5 O CU.3U EOwE °VN�`v c . DRAWN BY: AA CHECKED BY: 15'-7j" 12'-10" DATE: 2/4/21 15'-78" 12'-10" lo SCALE: 1/4"=F-0" — — — — — — — — — — — — I I PT 6x6 WOOD JOB NUMBER: BROWNING I I POST (TYP) I I N2x4 I I 1 DWG NO: A3 6 OF SHEETS Ex KN WALL rn 4" CONC. SLAB REINFORCED W/ / (TYP) I EITHER 6x6 10/10 WWM OR FIBERMESH ON 6 MIL VAPOR 1 BARRIER. I I I 171 NEW I I 04 I 00I 1- SCREENED I I 2868 CRD LANA 1 12" MONOLITHIC 1 I P. CPNC. FTG w/ 1 VAULTED CLG RODS,CONT. (TYP) i rn 00 I I I I I I I I I I F - - --� II II II II II II II II II II PROPOSED FLOOR PLAN- II II II II II II II II II II FOUNDAT O LAYOUT AREA TABULATION NEW DETACHED GARAGE 308 S.F. NEW COVERED PORCH 176 S.F. TOTAL UNDER ROOF 484 S.F. FOUNDATION NOTES 1) 2014 ALL WORK SHALLELECTRICAL LEGEND NOTE: FLORIDA BUILD NGBCODE,STRICT RESIDENTIAL, ANDECOIUNTYHE FIXTURES BELOW TO USE COMPACT FLUORESCENT BULBS IN BUILDING DEPARTMENT. 2) STRIP TOPSOIL, TREES, STUMPS, ROOTS,ETC. FROM ALL AREAS ACCORDANCE WITH FBC EC R404.1 & R202 PREWIRE & BRACE CEILING FAN W/ ® 220V OUTLET � RECESSED MOUNTED CEILING MOUNTED WHERE CONSTRUCTION WILL OCCUR U.N.O. 3) FILL SHALL BE FIRMLY COMPACTED, CLEAR SAND/CLAY LIGHT LIGHT FIXTURE LIGHT FIXTURE MATERIAL: FREE OF ROOTS, ORGANIC MATTER OR OTHER 110V OUTLET FAN/LIGHT COMBO WALL MOUNTED DEBRIS. CEILING EXHAUST LIGHT FIXTURE 4) INTERIOR BEARING LOCATIONS SHOULD BE COORDINATED FAN FIXTURE FCI GFCI PROTECTED WITH TRUSS MANUFACTURER &STRUCTURAL ENGINEER. RECESSED MOUNTED & WEATHER PROTECTED LIGHT FIXTURE GFCI-WP FAN/LIGHT COMBO OVER HEAD/FLOOR OUTLET 2x PT SILL w/ SEMCO TPP4 AT 32" OC. SWITCHES CEILING MOUNTED LIGHT FIXTURE 1 /2" x 10" ANCHOR BONS @ 32" o. c. ELEC ELECTRIC PANEL PANELw/ 2" x 2" x 1/8" WASHERS WALL MOUNTED LL I LIGHT FIXTURE ®SMOKE DETECTOR ALTERNATE: USE SIMPSON MAS OR (PER CODE) SEMCO FA -3 AT 24" o.c. CEILING MOUNTED FLUOR. LIGHT�o CARBON MONOXIDE DETECTOR (PER CODE) PHONE JACK (VERIFY W/ BUILDER) FCI-WP GFCI-W 4 CONCRETE SLAB w 7017 FLOOD LIGHT W/ SENSOR 6x6, 10x10 WWM OR FIBERMESH REINFORCED © CABLE TV OUTLET VAPOR6 MIL OVER (VERIFY W/ BUILDER) Q JUNCTION BOX TREATED & COMPACTED E ILL FINISHED UNDER CABINET LIGHTING O SPEAKER PREWIRE �� GRADE — _ _ _ _ I 4 45° M -00 ELECTRICAL NOTES ;�� I (2) #5's CONT. 12" 8" 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: „ „ FCI-WP , I GFCI-W MIN. 25" LAP 12 AFF (GENERAL) -KITCHEN INSTALLED HORIZONTALLY @ 50 AFF -BATHROOM INSTALLED HORIZONTALLY @ 44 AFF -LAUNDRY I I I 2 STORY CONDITION > ROOM 36" AFF — ,N � @ CORNERS —4 USE (3) # 5's CONT. EXTERIOR WATERPROOF 12" AFF — 42" AFF GARAGE GENERAL PURPOSE — 2" AFF RANGE i I i I© 2 STORY 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. CONDITION 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. �' 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT �' --' ' I TYPICAL MONOLITHIC F00TING ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 99 9-099 SCALE: 1/2 — 1'_o" 5. ALL SMOKE ALARMS SHALL BE LISTED & LABELED IN ACCORDANCE WITH UL217 & INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE & THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72 NOTE: ENGINEERS STRUCTURAL CRI TERIA 6. ALL BRANCH CIRCUITS THAT SUPPLY 120—VOLT, SINGLE—PHASE, 15— AND 20—AMPERE OUTLETS INSTALLED IN FAMILY ROOMS, DINING MAY OVERRIDE SHOWN DETAILS. ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATIONS ROOMS, CLOSETS, HALLWAYS AND SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A COMBINATION TYPE ARC—FAULT CIRCUIT INTERRUPTER INSTALLED TO PROVIDE PROTECTION OF THE FOR STRUCTURAL AND STRAPPING BRANCH CIRCUIT. INFORMATION, REFER TO ENGINEERING 7. GFIs (GROUND FAULT INTERRUPTERS) FOR WATER AREAS AND OUTDOOR CIRCUITS PER NEC, SECTION 210-8 SHEETS C N d O t o pO+LN.' N jm-++TCN gyO 4)_C d O ° T CO C> Op°v) N CV6 U °a0 °a.0o0on « °c °C°om ao T -N woowozENaLC C V O> U U O U N iV L N O u) •° N N C L_ E 2 A. W p y N° N E O y 0 E 0.3: N E N U' y 0 0 U'° � U U C O Q C° O °5 ` U CO ° =,� L O U Z a O yL., O +U+ i L O O° C N ++ Ua+°L N� SNI) N T-° p a� L a CO N N N= N Q p p U Na '" E,@ C O O N +� L N N a a w °a , 0— 0 p� N N U .- N U �. L C L_ O V) Om U N 'O " C U++ N O O-°+' O U'� U O y DCOUOy CL +C 0:5 O CU.3U EOwE °VN�`v c . DRAWN BY: AA CHECKED BY: DATE: 2/4/21 SCALE: 1/4"=F-0" JOB NUMBER: BROWNING REVISED: DWG NO: A3 6 OF SHEETS GALV. METAL ROOF (TYP PT 6x6 WOOD POST (TYP) EXISTING SCREENED PANELS (TYP) – PT 6x6 WOOD POST (TYP) — NEW 4" HARDIE TRIM (TYP) LEFT SDE ELEVATION- ROOF LEVAT ON 12 4�/ NEW HARDIE RB&B VERTICAL SIDING (TYP) REAR ELEVAT ON I»:n ®o EXISTING EXISTING RIGHT SDE ELEVATION - MATCH EXISTING OVERHANG SIZE, DESIGN AND CONSTYRUCTION TO ALIGN NEW FASCIA W/ EXISTING (TYP) 12 4 F ROOF PLAN I" EXTERIOR PLYWOOD (TYP ON INSIDE OF KNEE WALL) 4" CONC. SLAB REINFORCED W/ EITHER 6x6 10/10 WWM OR FIBERMESH ON 6 MIL VAPOR BARRIER. GALV. METAL ROOFING OVER PT 2x2 PURLINS OVER i" STRUCT SHEATHING OVER 2X6 RAFTERS@ 16"OC (TYP) PT (2) 2x12 HEADER (TYP) PT 1x2 NAILER OVER 2X6 FASCIA BD PT 2X6 WOOD POST (TYP) PT 1X WOOD CAP OVER (2)2X4 TOP PLATE j WALL W/ HARDIE RB&B VERTICAL SIDING OVER 1/2" SHEATHING OVER 2x4@16"OC (TYP) PT 2X4 SILL(TYP) CROSS -SECT ON 12% 12" DP. MONOLITHIC P. CONC. FTG w/ (2)#5 RODS,CONT. (TYP) C N d O t + t pO+ uj4) ++jm-TCN � O 4) - 'gyp C vi d O° T CO C N °- > O N C V° 6 U C 0 O N o ao c aO cv ov LL m ao T° c-° 0 N o N 0w o o w o-- E aL C V O> U U O U N 0 .0 N O W E O 'y �0EL 3Na N N0 U H U'�yOU°U °°� °o°+CO 0 ° U Z° a O .t., O +U+ i L O O° C N +' U +' °L N ++'+ SNNI) T-° p a�� o'It: ° CL >' o a� 3 a y cc2—:r'N O O N U) N .- N Q p p U N "'r - E .N C O O N +� L N N a a w °aa0 O C� N p� N N U.- N U - C_ O V) °f U N' " ' C L U++ N O 2'° ++ O U'� 0.0 O yO D y C� Cp C U +�+ 0:5 C.�-' y� �� U E 5 C U.3 V 3 N�`v O 0.0 DRAWN BY: AA CHECKED BY: DATE: 2�4�21 SCALE: JOB NUMBER: BROWNING REVISED: DWG N0: A4 6 OF SHEETS C N d , O t + t � O 4) _ 'gyp C vi d OCO° >> C O °- > O N C V° p U C 0 ° o o a° c a� c 0 ov LL m ao >,° c-° 0 U o m Cwoa�NO+_E aL C V O> U U O U N y L N O i3 u) •° N N N C L_ E 2 A. W p y N° N E O y 0 0 0.3: N H N U'� y 0 O U'°++ U U C O 0 ° °°� ° o ° �o L ° U Z a O yL., O +U+ i L O O° C N +' Ua+°L N. SNI) ° °�.-� aTN� o a� 3 NN'" E,N0.CCON +LNNaa w°aa0 O � 0 N p� N N 0.0 (o U o" L C L_ O V1 °f U N 'O C U++ N O O-°+' U— U O y O D y C� CO C U +�+ O :5 C.�-' y L U E-aw C U.3 0 3 :3° $ c DRAWN BY: AA CHECKED BY: LOT 7 BLOCK 6 ROYAL PALMS U T ONE DUVAL C FLOR0A S 070 16'02E 75.00' I I 5.0' 2 2.0' JOB NUMBER: BROWNING 0 0 Oi N O N clN 0 0 REVISED: O N 0 O 13.0' 0 22.0' I NEW DETACHED GARAGE 308 S.F. NEW COVERED PORCH 176 S.F. O NEW SCREENED LANAI 234 S.F. C6 TOTAL UNDER ROOF 484 S.F. I TOTAL UNDER ROOF 234 S.F. EXIST 1- STY LL BLOCK RES. W00 EXIST #6 6 5 00 co CAR - PORT Ln � I � 0 N i 0 N 0 00 Z I I u� i N 070 16'02 W 75.00' SA LE SH DR. :D A\ SCALE o 199-10'-0" C N d , O t + t � O 4) _ 'gyp C vi d OCO° >> C O °- > O N C V° p U C 0 ° o o a° c a� c 0 ov LL m ao >,° c-° 0 U o m Cwoa�NO+_E aL C V O> U U O U N y L N O i3 u) •° N N N C L_ E 2 A. W p y N° N E O y 0 0 0.3: N H N U'� y 0 O U'°++ U U C O 0 ° °°� ° o ° �o L ° U Z a O yL., O +U+ i L O O° C N +' Ua+°L N. SNI) ° °�.-� aTN� o a� 3 NN'" E,N0.CCON +LNNaa w°aa0 O � 0 N p� N N 0.0 (o U o" L C L_ O V1 °f U N 'O C U++ N O O-°+' U— U O y O D y C� CO C U +�+ O :5 C.�-' y L U E-aw C U.3 0 3 :3° $ c DRAWN BY: AA CHECKED BY: DATE: 2/4/21 SCALE: JOB NUMBER: BROWNING REVISED: DWG N0: si 6 OF SHEETS