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c. 1955 Francis Avenue RES21-0217 Arch 4.21.21_1FLOOR PLAN SCALE: 1/4" = 1'-0" W D 6" OH S 2868 2668 2668 28 6 8 TP 30 " X 6 0 " T U B / SH O W E R 26 6 8 R&S R& S TP 84 " V A N I T Y 2068 26682068 LIVING 13'-8"X19'-10" 9' CLG. BEDROOM #2 11'-0"X10'-6" 9' CLG. HALLWAY 9' CLG. 36" REF OH C OH C OHC KITCHEN 13'-8"X13'-0" 9' CLG. DW BACK PORCH 7'-2"X14'-0" 9' CLG. 6068 SGD A/C 30 5 0 S H 30 5 0 S H 16070 OHD HB GARAGE 18'-4"X18'-8" 9' CLG. 52"x22" ATTIC ACCESS 20 MINUTE FIRE RATED DOOR TO ABIDE BY CODE FBC R-302.5, R-302.6 AHU W/H DINING 13'-8"X10'-0" 9' CLG. FOYER 15'-8"X5'-2" 9' CLG. ENTRY 7'-0"X6'-0" 10' CLG. 26 ' - 4 " 68 ' 14 ' 30 ' - 2 " 13 ' - 6 " 9'-6"9'-6" 19' 7' 28' 2' 13 ' 10 ' - 1 0 " 5' - 8 " 11 ' 5' - 4 " 14 ' - 4 " 14'6'-10"7'-2" 2' - 2 " 8' - 1 0 " 3'-6"3'-10"9'-4"5'-4"4'-4" 10'-2"3'-6" 10'-2" 1'-2" 30 6 8 30 6 8 5' 4' - 3 " 4' - 3 " 2' - 6 " 5' - 4 " MASTER CLOSET 9'-10"X5'-0" 9' CLG. MASTER BEDROOM 13'-8"X13'-8" 9' CLG. MASTER BATH 6'-0"X13'-8" 9' CLG. BATH #2 9'-10"X5'-4" 9' CLG. LAUNDRY 4'-6"X5'-2" 9' CLG. 6' 10 ' - 4 " 3'-6"4'2'-4" RA N G E W I T H MW / H O O D AB O V E 82 ' 24" PANTRY 3'-4"2'2'2'-4" 2' - 6 " 5- S H 63 ' 7' 3' - 4 " 1'-6"2' 25 ' - 2 " 3068 3010 FG ABOVE 6"X6" COLUMN WRAP (TYP.) 8"X8" COLUMN WRAP (TYP.) SHOWER VALVE 48 6 8 26 6 8 R& S 50 6 8 BEDROOM #3 11'-0"X10'-6" 9' CLG. R& S 50 6 8 26 6 8 R& S 4'-6" 30 5 0 S H E G R E S S 2'-4"14'-4" 10'-2" BEDROOM #4 / OFFICE 11'-0"X10'-0" 9' CLG. 3'-10" 3'-6" 3' 7' - 4 " 3' - 8 " 5' - 6 " 9' 19 ' 2'-4"9' 3' - 1 0 " 3' - 6 " 7' - 6 " 3' - 4 " 5' - 1 0 " 3' - 4 " 7' - 6 " 5' - 4 " 56" VANITY 8' - 4 " 2' - 6 " 6" 2'-4"11'-4" 11'-4"2'-4" 7' - 1 0 " 2' - 6 " HB R& S 50 6 8 30 5 0 S H E G R E S S 30 5 0 S H E G R E S S 3050 SH EGRESS 3050 SH 42" WALL WITH TRIM AT VANITY 2'-6"9'-4"2'-2" 3010 SL TEMP 3'-4"3'-6" 4'-4" 3'-7"3'-7" ELECTRIC PANEL ELECTRIC PLAN SCALE: 1/4" = 1'-0" W D GFCI GFCI 36" REF GFCI GFCI GFCI GFCI GFCI BELOWDW A/CWP/GFCI HB CEILING 10 ' 12 ' PULL CHAIN IN ATTIC AHU GFCI W/H WP/GFCI GFCI 3 HB ELECTRIC PANEL GFCI GFCI WP/GFCI 1ST FLOOR HEATED AREA GARAGE FRONT ENTRY BACK PORCH TOTAL UNDER ROOF BUILDING AREAS 1,644 SF 381 SF 42 SF 100 SF 2,167 SF CONDITIONED SPACE = 14,796 CF NOTES: 1. IF SHOWER HAS GLASS ENCLOSURE, SAFETY GLAZING REQUIRED PER FBC R-308.4.5. 2. PROVIDE TEMPERED GLASS AS REQUIRED. 3. CONTRACTOR MUST VERIFY ALL DIMENSIONS. LIGHT FIXTURE / EXHAUST FAN GFCI WALL MOUNTED LIGHT FIXTURE (2) 110V OUTLETS SINGLE POLE SWITCH (2) 110V WATERPROOF GFCI OUTLETS (INTERIOR) (1) 220V DISCONNECT LEGEND THREE WAY SWITCH3 PRE-WIRE AND BRACE FOR CEILING FAN WP/GFCI (2) 110V WATERPROOF GFCI OUTLETS (EXTERIOR) SMOKE/CARBON MONOXIDE DETECTOR OPTIONAL FLOOD LIGHT PENDANT LIGHTING 1'X4' FLOURESCENT LIGHT CEILING MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE NOTES: 1. ELECTRICAL LAYOUT MUST MEET STATE AND LOCAL CODES. ELECTRICIAN TO VERIFY. 2. ALL FIXTURES TO BE CFL OR LED. 3. ALL OUTLETS THAT ARE NOT GFI TO BE AFCI PROTECTED. CABLE OUTLET PHONE OUTLET XL P r o p e r t i e s a n d C u s t o m De v e l o p m e n t 11 4 4 F r u i t C o v e R o a d ( 9 0 4 ) 7 0 4 - 3 7 7 7 Pr e p a r e d F o r : 04-21-21 As Shown Job No. 1 S T O R Y R E S I D E N C E 19 5 5 F R A N C I S A V E N U E | A T L A N T I C B E A C H , F L 3 2 2 3 3 C S S Sh i e l d s C A D S e r v i c e s 24 3 T a r r a s a D r i v e | J a c k s o n v i l l e , F L 3 2 2 2 5 Ph o n e : ( 9 0 4 ) 2 4 1 - 1 5 4 0 We b s i t e : w w w . s h i e l d s c a d s e r v i c e s . c o m | E m a i l : b i l l e s h i e l d s @ g m a i l . c o m © 20 2 1 S h i e l d s C A D S e r v i c e s L L C A1.1 FL O O R A N D E L E C T R I C P L A N S SHEET NUMBER SHEET NAME CODE INFORMATION BUILDING CODE: CONSTRUCTION TYPE: OCCUPANCY CLASS: DRAWING INDEX NOTE: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE PRIOR TO FRAMING INSPECTION. 2020 FLORIDA BUILDING CODE RESIDENTIAL 7TH ADDITION 2020 FLORIDA BUILDING CODE PLUMBING 2020 FLORIDA BUILDING CODE MECHANICAL 2017 NEC 5B R-3 A1.1 A1.2 A2.1 A3.1 FLOOR AND ELECTRIC PLANS FOUNDATION AND ROOF PLANS ELEVATIONS DETAIL SHEET C:\Users\bille\OneDrive\1-Drawings\XL Properties\1955 Francis Ave Atlantic Beach\2021-04-21 1955 Francis Avenue.dwg, 4/22/2021 11:08:21 AM, AutoCAD PDF (General Documentation).pc3 FOUNDATION PLUMBING PLAN SCALE: 1/4" = 1'-0" SEE STRUCTURAL PLANS FOR NOTES AND DETAILS. CONTRACTOR MUST VERIFY ALL DIMENSIONS. W D 36" REF DW A/C HB AHU W/H 19' 7'-4" 28' 1'-8" 9' HB 68 ' 14 ' - 4 " 12 ' - 8 " 20'-10"7'-6" 6' - 4 " 82 ' - 4 " 30 ' - 5 " 2' 4" 4" 13 ' - 1 0 " 6"7'6" 1' - 1 0 " 3' - 1 " 4' - 6 " 3' - 1 " 1' - 6 " 3'-7" 73"X5"X1" RECESS FOR SGD 4" 2' - 1 0 " 6' 3' 1'-7"2'-7"2'-7"2'-2" 8'-7" 2' - 6 " 12 ' - 1 0 " 5' - 8 " 7'-10" 4' - 1 1 / 2 " 1'-4" 22 ' - 2 " 2' 16'-3" X 9-1/2" RECESS1'-4 1/2"1'-4 1/2" 6'-10" 6" 5' - 1 0 " 6" 2" S L O P E 19 ' 14'-4"4'-4" 4'-4" 5' - 4 " UNDERGROUND A/C CHASE 1/ 8 " P E R 1 ' S L O P E 4" 63 ' ROOF PLAN SCALE: 1/4" = 1'-0"HIP HI P HIP 12 5 ALL VENTED SOFFITS TO BE AT FRONT AND REAR ONLY IF SIDES ARE FIRE BLOCKED 1' - 4 " O V E R H A N G (T Y P . ) IF S O F F I T E X T E N D S L E S S T H A N 3 ' O F P R O P E R T Y L I N E , F I R E B L O C K T H I S A R E A ( S E E D E T A I L S H E E T ) IF S O F F I T E X T E N D S L E S S T H A N 3 ' O F P R O P E R T Y L I N E , F I R E B L O C K T H I S A R E A ( S E E D E T A I L S H E E T ) HIP RI D G E RI D G E RI D G E HIP 12 5 8' O F F - R I D G E V E N T 8' O F F - R I D G E V E N T 12 5 VAL L E Y HIP 12 5 12 5 12 5 1' - 4 " O V E R H A N G (T Y P . ) VENT CALCULATIONS VENTED SOFFIT VENTILATED ATTIC AREA: 2,167 SQ. FT. 2,167 / 300 = 7.22 SQ. FT. 7.22 SQ. FT. X 144 = 1,040 SQ. IN. TOTAL NET FREE VENT AREA 1,040 X 50% = 520 SQ. IN. NET FREE SOFFIT REQUIREMENT = 6.55 SQ. IN. NET FREE PER LF 520 / 6.55 = 79 LF VENTED SOFFIT REQUIRED OFF-RIDGE VENTS VENTILATED ATTIC AREA: 2,167 SQ. FT. 2,167 / 300 = 7.22 SQ. FT. 7.22 SQ. FT. X 144 = 1,040 SQ. IN. TOTAL NET FREE VENT AREA 1,040 X 50% = 520 SQ. IN. NET FREE (2) 8' OFF-RIDGE VENTS REQUIRED (4' = 144 SQ. IN. EACH; 6' = 216 SQ. IN. EACH; 8' = 288 SQ. IN. EACH) XL P r o p e r t i e s a n d C u s t o m De v e l o p m e n t 11 4 4 F r u i t C o v e R o a d ( 9 0 4 ) 7 0 4 - 3 7 7 7 Pr e p a r e d F o r : 04-21-21 As Shown Job No. 1 S T O R Y R E S I D E N C E 19 5 5 F R A N C I S A V E N U E | A T L A N T I C B E A C H , F L 3 2 2 3 3 C S S Sh i e l d s C A D S e r v i c e s 24 3 T a r r a s a D r i v e | J a c k s o n v i l l e , F L 3 2 2 2 5 Ph o n e : ( 9 0 4 ) 2 4 1 - 1 5 4 0 We b s i t e : w w w . s h i e l d s c a d s e r v i c e s . c o m | E m a i l : b i l l e s h i e l d s @ g m a i l . c o m © 20 2 1 S h i e l d s C A D S e r v i c e s L L C A1.2 FO U N D A T I O N P L A N C:\Users\bille\OneDrive\1-Drawings\XL Properties\1955 Francis Ave Atlantic Beach\2021-04-21 1955 Francis Avenue.dwg, 4/22/2021 11:08:21 AM, AutoCAD PDF (General Documentation).pc3 FRONT ELEVATION SCALE: 1/4" = 1'-0" 0'-0" FINISHED FLOOR 9'-1 1/8" BEARING HEIGHT 15'-4 13/16" TOP OF ROOF 8"X8" COLUMN WRAP OPTIONAL CRAFTSMAN FRONT DOOR OPTIONAL CRAFTSMAN GARAGE DOOR 1"X4" HARDIE TRIM (TYP.) 4" HARDIE FRIEZE BOARD (TYP.) HARDIE SHAKE (TYP.) HARDIEBOARD LAP SIDING (TYP.) FIBERGLASS SHINGLES (TYP.) RIGHT SIDE ELEVATION SCALE: 1/4" = 1'-0" 0'-0" FINISHED FLOOR 9'-1 1/8" BEARING HEIGHT 15'-4 13/16" TOP OF ROOF HARDIEBOARD LAP SIDING (TYP.) 1"X4" HARDIE TRIM (TYP.) 1"X4" HARDIE TRIM (TYP.) 8' OFF-RIDGE VENT FIBERGLASS SHINGLES (TYP.) 12 5 6"X6" COLUMN WRAP (TYP.) REAR ELEVATION SCALE: 1/4" = 1'-0" 0'-0" FINISHED FLOOR 9'-1 1/8" BEARING HEIGHT 15'-4 13/16" TOP OF ROOF 1"X4" HARDIE TRIM (TYP.) HARDIEBOARD LAP SIDING (TYP.) FIBERGLASS SHINGLES (TYP.) 1"X4" HARDIE TRIM (TYP.)6"X6" COLUMN WRAP (TYP.) LEFT SIDE ELEVATION SCALE: 1/4" = 1'-0" 0'-0" FINISHED FLOOR 9'-1 1/8" BEARING HEIGHT 8"X8" COLUMN WRAP 15'-4 13/16" TOP OF ROOF HARDIEBOARD LAP SIDING (TYP.) 1"X4" HARDIE TRIM (TYP.) 1"X4" HARDIE TRIM (TYP.) 8' OFF-RIDGE VENT FIBERGLASS SHINGLES (TYP.) 12 5 12 5 XL P r o p e r t i e s a n d C u s t o m De v e l o p m e n t 11 4 4 F r u i t C o v e R o a d ( 9 0 4 ) 7 0 4 - 3 7 7 7 Pr e p a r e d F o r : 04-21-21 As Shown Job No. 1 S T O R Y R E S I D E N C E 19 5 5 F R A N C I S A V E N U E | A T L A N T I C B E A C H , F L 3 2 2 3 3 C S S Sh i e l d s C A D S e r v i c e s 24 3 T a r r a s a D r i v e | J a c k s o n v i l l e , F L 3 2 2 2 5 Ph o n e : ( 9 0 4 ) 2 4 1 - 1 5 4 0 We b s i t e : w w w . s h i e l d s c a d s e r v i c e s . c o m | E m a i l : b i l l e s h i e l d s @ g m a i l . c o m © 20 2 1 S h i e l d s C A D S e r v i c e s L L C A2.1 EL E V A T I O N S 8"X8" WOOD COLUMN DETAIL SCALE: 1/2" = 1'-0" 10" 8" 1"X6" TRIM WOOD COLUMN 8"X8" FINISHED DIMENSIONS 5 1 / 2 " 6" 1"X6" TRIM 8" WOOD COLUMN 6"X6" FINISHED DIMENSIONS 5 1 / 2 " 10" 5 1 / 2 " 1"X6" TRIM 1"X6" TRIM 8" 5 1 / 2 " 6"X6" WOOD COLUMN DETAIL SCALE: 1/2" = 1'-0" C:\Users\bille\OneDrive\1-Drawings\XL Properties\1955 Francis Ave Atlantic Beach\2021-04-21 1955 Francis Avenue.dwg, 4/22/2021 11:08:22 AM, AutoCAD PDF (General Documentation).pc3 TYPICAL WALL SECTION SCALE : 1" = 1'-0" SEE ENGINEERING PLANS FOR STEM WALL DETAIL NOTE: THIS WALL SECTION IS FOR AESTHETIC PURPOSES ONLY. VERIFY ALL CONDITIONS SHOWN WITH BUILDER. SEE STRUCTURAL PLANS FOR CONNECTIONS AND TIE DOWN INFORMATION. BEARING HEIGHT 12 RP SEE ELEV. 1'-4" R-38 INSULATION DOUBLE 2X TOP PLATE WITH APPROVED HURRICANE ANCHOR AT ENDS OF EACH TRUSS *IF WITHIN 3' OF PROPERTY LINE, FIRE BLOCK AND FIRE CAULK BETWEEN TRUSSES TO BOTTOM OF ROOF DECK FASCIA STYLE PER BUILDER HARDIE SOFFIT (TYP.) TYPE "A" FLASHING FIRE CAULKED* 2X BLOCKING* PRE-ENGINEERED TRUSS ROOF SYSTEM FIBERGLASS SHINGLES R13 INSULATION SEE ELEVATIONS FOR EXTERIOR FINISH MATERIAL DRYWALL OR OTHER FINISH MATERIAL IF APPLICABLE (TYP.) TYPE X GYP. BOARD PER FBC R302.6 WHERE REQUIRED FBC R302.6: DWELLING-GARAGE SEPARATION PROVIDE MINIMUM 1/2" GYP. BOARD FROM THE RESIDENCE AND ATTICS, STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS SECTION AND GARAGES LOCATED LESS THAN 3' FROM A DWELLING UNIT ON THE SAME LOT. PROVIDE MINIMUM 5/8" GYP. BOARD FROM HABITABLE ROOMS ABOVE THE GARAGE. TYPE X GYP. BOARD PER FBC R302.6 WHERE REQUIRED SECTION A-A THROUGH WINDOW JAMB FLASHING SEALANT BEAD BEHIND MOUNTING FLANGE. JAMB FLASHING4 1 STEPS 2 3 4 WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. SECURE WRB AT HEAD HEAD FLASHING A 61 8 1 2 " A JAMB FLASHING5 6 5 6 APPLY CONT. SELF ADHESIVE FLASHING THAT EXTENDS AT LEAST 4" BEYOND ROUGH OPENING. 3 CUT LINE9" SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER SPECIFICATIONS. SILL FLASHING 9" 1 6 9"135° 1 SEALANT WINDOW INSTALLATION SCALE: N.T.S. IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING. CUT AT INVERTED "Y". INSTALL 6" WIDE SELF ADHESIVE SILL FLASHING THAT EXTENDS 4" BEYOND OPENING. APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE & SET WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. APPLY A 4" SELF ADHESIVE JAMB FLASHING OVERLAPPING THE WINDOW FLANGE EXTENDED 4" PAST THE ROUGH OPENING. REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT - SEE DIAGRAM. FLASHING AT HEAD EXTENDS 1" BEYOND JAMB FLASHING. EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB FLASHING 8-1/2" ABOVE ROUGH OPENING AT HEAD. TUCK TOP OF JAMB FLASHING UNDER THE FLAP OF WRB AT THE HEAD. SEE DIAGRAM. INTERIOR VIEW TOP LEFT CORNER OF WINDOW EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. 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 WRB SURFACE ABOVE. APPLY A 4" SELF ADHESIVE HEAD FLASHING OVERLAPPING THE WINDOW FLANGE EXTENDED 4" PAST THE ROUGH OPENING. WEATHER RESISTANT BARRIER (WRB) 5 FLASHING DETAILS AND SHINGLE INFORMATION SCALE : 3" = 1'-0" SHINGLES: UL CLASS A FIRE RATING: ASTM D 3018, TYPE I VALLEY FLASHING: 26 GA. GALVANIZED, 18" WIDE FASTENING: (4) 11 OR 12 GAUGE NAILS 1-1/4" LONG WITH 3/8" Ø HEAD UL WIND RESISTANCE: UASTM D 3161, TYPE I (MODIFIED TO 110 MPH) 2- 1 / 2 " 2-3/4" 26 GAUGE GALVANIZED 2-1/2" METAL DRIP EDGEA 5" 5" 26 GAUGE GALVANIZED 5"X5" ANGLE FLASHINGB 32 GAUGE GALVANIZED "Z" FLASHINGC 1/ 2 " 2- 1 / 8 " 3/8" OR 5/8" PIPE BOOT GALVANIZED METAL FLANGE PLUMBING STACK FLASHING DETAIL NOT TO SCALE OFF RIDGE VENT DETAIL NOT TO SCALE FIBERGLASS SHINGLE ROOFING OVER UNDERLAYMENT INSTALL SHINGLES OVER ORV VENT FLANGE AT HEAD GALVANIZED METAL ORV WITH BAFFLE SET IN PLASTIC ROOF CEMENT OR SEALANT SCREEN INSTALL ORV FLANGE OVER SHINGLES AT BASE 7/16" OSB OVER PRE-ENGINEERED WOOD TRUSSES VALLEY SHINGLE INSTALLATION: INSTALL SHINGLES USING WEAVE METHOD 1. EXTEND (1) FULL END SHINGLE MINIMUM 12" PAST CENTER LINE OF VALLEY. SEE MANUFACTURERS WRITTEN INSTRUCTIONS FOR ADDITIONAL INSTALL INFORMATION. 2. DO NOT NAIL MINIMUM 6" FROM VALLEY CENTER LINE. OVER PRE-ENGINEERED WOOD TRUSSES VALLEY FLASHING DETAIL NOT TO SCALE 24" WIDE METAL VALLEY FLASHING OVER 15# FELT OVER 7/16" OSB DOOR FLASHING INSTALLATION AND DETAIL SCALE: N.T.S. APPROVED WEATHER BARRIER OVER USB CUT WEATHER BARRIER IN AND AROUND JAMBS SET THRESHOLD IN BED OF SEALANT INSTALL 4" WIDE SELF-ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME BY 1/4" AND 1" BEYOND DOOR JAMB INSTALL 4" WIDE SELF-ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME BY 1/4" R703.4 FLASHING: APPROVED CORROSION-RESISTANT FLASHING SHALL BE APPLIED SHINGLE-FASHION IN SUCH A MANOR TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED ANTI-CORROSION RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 2. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 3. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 4. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OR WOOD FRAMED CONSTRUCTION. 5. AT ALL WALL AND ROOD INTERSECTIONS. 6. AT BUILT IN GUTTERS. GUARDRAIL NOTE: DEPENDING ON FIELD CONDITIONS, DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING CODES R312.1 FOR GUARDRAIL REQUIREMENTS AND OPENINGS. *HEIGHT SHALL BE 36" MIN. WHEN PORCH, BALCONY OR RAISED FLOOR EXCEEDS 30" ABOVE FLOOR OR GRADE AND SHALL BE 34" ON OPEN SIDES OF STAIRS THAT EXCEED 30" OR MORE ABOVE FLOOR OR GRADE. *OPENINGS SHALL HAVE INTERMEDIATE RAILS OR CLOSURES WHICH DO NOT ALLOW PASSAGE OF SPHERE 4" OR GREATER IN DIAMETER. REQUIRED GUARD RAILS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW SPHERE GREATER THAN 4-3/8" IN DIAMETER TO PASS THROUGH. GENERAL NOTES: 1. PARKING BUMPER (IF REQUIRED) MUST BE INSTALLED BEFORE C.O. 2. 5/8" TYPE "X' GYP. BOARD REQUIRED ON CEILING OF GARAGE WHERE HABITAL SPACE IS ABOVE PER FBC R302.6. 3. HVAC PENETRATING RATED ASSEMBLIES TO COMPLY WITH FBC R302.5. 4. UNDER STAIR PROTECTION TO COMPLY WITH FBC R302.7 (IF ACCESSIBLE). HANDRAIL NOTE: DEPENDING ON FIELD CONDITIONS, DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING CODES R311.7.8 FOR HANDRAIL HEIGHT CONTINUITY AND SIZE. *HEIGHT: MUST BE BETWEEN 34-38" MEASURED VERTICALLY FROM SLOPED PLANE. *CONTINUITY: HANDRAIL MUST BE CONTINUOUS THROUGH FULL LENGTH OF FLIGHT FROM POINT DIRECTLY ABOVE HIGHEST RISER TO POINT DIRECTLY ABOVE LOWEST RISER. HANDRAIL ENDS SHOULD TERMINATE IN NEWEL POSTS OR SAFETY TERMINAL OR RETURN TO WALL. HANDRAILS SHALL BE ALLOWED TO BE INTERRUPTED BY NEWEL POSTS. *SIZE: SHALL HAVE OUTSIDE DIAMETER BETWEEN 1-1/4"-2" IF CIRCULAR. SHALL HAVE BETWEEN 4-6" PERIMETER IF NOT CIRCULAR. STAIR NOTE: DEPENDING ON FIELD CONDITIONS, DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING CODES R311.7.5 FOR TREAD DEPTH, RISER HEIGHTS AND STAIR WIDTHS. *RISERS: 7-3/4" MAXIMUM WITH NO MORE THAN 3/8" DIFFERENCE BETWEEN HIGHEST AND LOWEST RISER. TREADS: 10" MINIMUM DEPTH WITH NO MORE THAN 3/8" DIFFERENCE BETWEEN LONGEST AND SHORTEST TREAD. THE SUM OF 2 TREADS AND 1 RISER TO BE NOT LESS THAN 24" AND NOT MORE THAN 25". *WIDTH: 36" MINIMUM CLEAR WIDTH ABOVE HANDRAIL AND 31-1/2" BELOW HANDRAIL. GUARDRAIL DETAIL SCALE : 1 1/2" = 1'-0" 3' TO R E J E C T P A S S A G E OF 2 " S P H E R E TO REJECT PASSAGE OF 4" SPHERE TOP OF FINISH FLOOR 8" CMU; SEE STRUCTURAL CONCRETE FOOTING; SEE STRUCTURAL DRYWALL OR OTHER FINISH MATERIAL IF APPLICABLE SEE ELEVATIONS FOR EXTERIOR FINISH MATERIAL NOTE: THIS WALL SECTION IS FOR AESTHETIC PURPOSES ONLY. VERIFY ALL CONDITIONS SHOWN WITH BUILDER. SEE STRUCTURAL PLANS FOR CONNECTIONS AND TIE DOWN INFORMATION. TYPICAL WALL SECTION (STEM WALL OPTION) SCALE : 1" = 1'-0" 4 1/4" STONE APPLICATION DETAIL SCALE: N.T.S. EXTERIOR WALLS SHALL HAVE THE EXT. SHEATHING RAISED OFF OF THE CONCRETE FOUNDATION AND ALIGNED WITH THE FACE OF THE FOUNDATION STONE OVER LATH & BARRIER TERMINATE STONE AT BASE OF WOOD STRUCTURE PER ASTM C-929 A2.2.2 DRIP SCREED PER ASTM 1063-03CONCRETE SLAB P.T. 2x4 SILL PLATE W/ SEAL BRICK @ FOUNDATION DETAIL SCALE: N.T.S. 1" AIRSPACE RUBBER FLASHING MEMBRANE WEEPHOLE @ 32" O.C. GROUT SOLID XL P r o p e r t i e s a n d C u s t o m De v e l o p m e n t 11 4 4 F r u i t C o v e R o a d ( 9 0 4 ) 7 0 4 - 3 7 7 7 Pr e p a r e d F o r : 04-21-21 As Shown Job No. 1 S T O R Y R E S I D E N C E 19 5 5 F R A N C I S A V E N U E | A T L A N T I C B E A C H , F L 3 2 2 3 3 C S S Sh i e l d s C A D S e r v i c e s 24 3 T a r r a s a D r i v e | J a c k s o n v i l l e , F L 3 2 2 2 5 Ph o n e : ( 9 0 4 ) 2 4 1 - 1 5 4 0 We b s i t e : w w w . s h i e l d s c a d s e r v i c e s . c o m | E m a i l : b i l l e s h i e l d s @ g m a i l . c o m © 20 2 1 S h i e l d s C A D S e r v i c e s L L C A3.1 DE T A I L S H E E T C:\Users\bille\OneDrive\1-Drawings\XL Properties\1955 Francis Ave Atlantic Beach\2021-04-21 1955 Francis Avenue.dwg, 4/22/2021 11:08:22 AM, AutoCAD PDF (General Documentation).pc3