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34 Dudley ST RES19-0084 drwgs 2C:\Users\Bill Shields\Google Driv C:\Users\Bill Shields\Google Driv C:\Users\Bill Shields\Google Drivw 12 51 __" LAP SIDING (TYP.) SHUTTERS FRONT ELEVATION "F" 1 DOUBLE GABLE LARGE PORCH NOTE: OPTIONAL HARDIEBOARD SCALE: 1/4"= V-10" SHAKE OR BRICK FINISH. FIBERGLASS SHINGLES (TYP.) 12 51 T��< 8' OFF -RIDGE VENT HARDIE SHAKE (TYP.) OPTIONAL CRAFTSMAN GARAGE DOOR 15'-9 518" TOP OF ROOF 118" BEARING HEIGHT 1"X4" HARDIE TRIM (TYP,) 0'-0" FINISHED FLOOR REAR ELEVATION SCALE: 114" =1'-0" OPTIONAL GABLES (TYP.) 15'-9 518" TOP OF ROOF 1. 717 IL ' J I I 1 i I 1 _ -r � L I I�8.111$ BEARING HEIGHT r -r r C:\Users\Bill Shields\Google Drive\1-Drawings\American Classic Homes\1505 Plan 4BR-2BA-2G 35x60\2018-06-14 1505114611-2BA-2G 35x60.dwg, 6/20/2018 9:20:09 AM 1"14" HARDIE TRIM (T'PI) 0'-0" FINISHED FLOOR FIBERGLASS SHINGLES (TYP.) 12 5 HARDIEBOARD STUCCO SIDING (TYP.) NOTE: OPTIONAL HARDIEBOARD LAP SIDING, HARDIEBOARD SHAKE OR BRICK FINISH. 15-9 518" TOP OF ROOF_ 8'-1118" BEARING HEIGHT 1"X4" HARDIE TRIM (TYP.) 0'-0" FINISHED FLOOR 1 8'-1118" BEARING HEIGHT \\- 1"X4" HARDIE TRIM (TYP.) 0'-0" FINISHED FLOOR 1' STONE TAPERED COLUMN DETAIL SCALE: 1/2" =1'-0" WINDOW TRIM: TOP - 2" AND 6" SIDES AND BOTTOM .6" OPTIONAL WINDOW TRIM SCALE: 112" -- 1'-0" ' P.T. 2"X6" TRIM � I I T� P.T. 2"X6" TRIM WOOD COLUMN6.. WOOD COLUMN 8"X8" FINISHED 6'x6" FINISHED DIMENSIONS DIMENSIONS P.T. 2"X6" TRIM P.T. 2"X6" TRIM 8"X8" WOOD COLUMN 6"X611 WV OD COLUMN DETAIL DETAIL SCALE: 1/2"= V-0" SCALE: 112" =1'-0" Lu Z w u ''- Lu - V) O u Z YO d w J Lu V) ^ V N Cn .J W O i u H z ry Lu 6 z ,fu n L0 CD Ln � M Ln J 0) N Cr : = C'7 Q C: V o0 00 c0 M Date 06-14-18 Scale AS SHOWN Job 1505-R Sheet A2. 1 r E V N Cn ■� M / -J � CU d- E � W (U d1 E u j — '' O C- to CL CLO !V. i Ea .J W O i u H z ry Lu 6 z ,fu n L0 CD Ln � M Ln J 0) N Cr : = C'7 Q C: V o0 00 c0 M Date 06-14-18 Scale AS SHOWN Job 1505-R Sheet A2. 1 FIBERGLASS SHINGLES PRE-ENGINEERED TRUSS ROOF SYSTEM 12 SEE RP ELEV. R-08 INSULATION' 518" GYP. BOARD 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 DRYWALL OR OTHER FINISH MATERIAL IF APPLICABLE 1 I=1 i I °ate �d Ii�II1 SEE ENGINEERING PLANS FOR STEM WALL DETAIL TYPICAL WALL SECTION - SCALE: 1" ECTION SCALE:1"=1'-0" NOTE: THIS WALL SECTION IS FOR AESTHETIC PURPOSES ONLY. VERIFY ALL CONDITIONS SHOWN WITH BUILDER. SEE STRUCTURAL PLANS FOR CONNECTIONS AND TIE DOWN INFORMATION. 2X BLOCKING* �- FIRE CAULKED* TYPE "A" FLASHING BEARING HEIGHT 1' R13 INSULATION FASCIA STYLE PER BUILDER HARDIE SOFFIT (TYP.) SEE ELEVATIONS FOR EXTERIOR FINISH MATERIAL C:\Users\Bill Shields\Google Drive\1-Drawings\American Classic Homes\1505 Plan 488 -26A -2G 35x60\2018-06-14 15058 4BR-2BA 2G 36x60.dwg, 6{20/2018 920:12 AM P.T. 20 SILL PLATE WI SEAL 1" AIRSPACE RUBBER FLASHING MEMBRANE WEEPHOLE @ 32" O.C. GROUT SOLID BRICK @ FOUNDATION 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 E - STONE OVER LATH & BARRIER if 4114 _ TERMINATE STONE AT BASE OF WOOD STRUCTURE PER ASTM C-929 A212 CONCRETE - DRIP SCREED PER ASTM 1063-03 SLAB STONE APPLICATION DETAIL SCALE: N.T.S. DRYWALL OR OTHER FINISH MATERIAL IF APPLICABLE SEE ELEVATIONS FOR EXTERIOR FINISH MATERIAL NOTE: THIS WALL SECTION IS FOR AESTHETIC PURPO;IES ONLY. VERIFY ALL CONDITIONS SHOWN WITH BUILDER. SEE STRUCTURAL PLANS FOR CONNECTIONS AND TIE DOWN (STEM WALL OPTION) SCALE :1" =1'-0" 8" CMU; SEE STRUCTURAL 2.314" N N 5° N 318" OR 518" 26 GAUGE GALVANIZED 26 GAUGE GALVANIZED��++ 32 GAUGE GALVANIZED A 2.112" METAL DRIP EDGE B 5"X5" ANGLE FLASHING C "Z" FLASHING SHINGLES: VALLEY FLASHING: UL CLASS A FIRE RATING: ASTM D 3018, TYPE 1 26 GA. GALVANIZED, 18" WIDE UL WIND RESISTANCE: FASTENING: UASTM D 3161, TYPE I (MODIFIED TO 110 MPH) (4)11 OR 12 GAUGE NAILS 1.114" LONG WITH 318" 0 HEAD FLASHING DETAILS AND SHINGLE INFORMATION SCALE: 3" =1'-0" 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 7116" OSB OVER PRE-ENGINEERED WOOD TRUSSES OFF RIDGE VENT DETAIL NOT TO SCALE APPROVED WEATHER BARRIER OVER USI INSTALL 4" WIDE SELF ADHERIN(' MEMBRANE FLASHING OVERLAPPING DOOF FRAME BY 114" AND 1" BEYOND DOOR JAMB INSTAL 4" WIDE SELF -ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME BY 114" CUT WEATHER BARRER IN AND AROUIID JAMBS SET THRESHOLD IN BED OF SEALANT DOOR FLASHING INSTALLATION AND DETAIL SCALE: N.T,S. GENERAL NOTES; 1. PARKING BUMPER (IF REQUIRED) MUST BE INSTALLED BEFORE C.O. 2.518" 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 CJMPLY WITH FBC R302.7 (IF ACCESSIBLE). GUARDRAIL NOTE: DEPENDING ON FIELD CONDITION!, DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING CODES 8312.1 FOR GUARDRAIL RIQUIREMENTS AND OPENINGS. *HEIGHT SHALL BE 36" MIN. WHEN PORCH, BALCONY OR RAISED FLOOR EXCEEDS 30" ABOVE FLOOR OR GRADE AND SHALL BE 34" ON OPEV SIDES OF STAIRS THAT EXCEED 30" OR MORE ABOVE FLOOR OR GRADE. *OPENINGS SHALL HAVE INTERMEiIATE RAILS OR CLOSURES WHICH DO NOT ALLOW PASSAGE OF SPHERE 4" OR GREATER IN DIAWER. REQUIRED GUARD RAILS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW SPHERE GREATER TIAN 4318" IN DIAMETER TO PASS THROUGH. HANDRAIL NOTE; DEPENDING ON FIELD CONDITION;, DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING CODES R311.7.8 FOR HANDRAIL H:IGHT CONTINUITY AND SIZE. *HEIGHT: MUST BE BETWEEN 34.5" MEASURED VERTICALLY FROM SLOPED PLANE. *CONTINUITY: HANDRAIL MUST BI CONTINUOUS THROUGH FULL LENGTH OF FLIGHT FROM POINT DIRECTLY ABOVE HIGHEST RISERTO 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 EY NEWEL POSTS. *SIZE: SHALL HAVE OUTSIDE DIAMETER BETWEEN 1.114"-2" IF CIRCULAR, SHALL HAVE BETWEEN 4.6" PERIMETER IF NOT CIRCULAR, CONCRETE FOOTING; SEE STAIR NOTE: STRUCTURAL 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: 7.314" MAXIMUM WITH NO MORE THAN 318" DIFFERENCE BETWEEN HIGHEST AND LOWEST RISER. TREADS: 10" MINIMUM DEPTH WITH NO MORE THAN 318" 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", `WDTH:36" MINIMUM CLEAR WIDTH ABOVE HANDRAIL AND 31.112" BELOW HANDRAIL, 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. 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 24" WIDE METAL VALLEY FLASHING OVER IN FELT OVER 7116" OSB VALLEY FLASHING DETAIL NOT TO SCALE ED METAL FLANGE PLUMBING STACK FLASHING DETAIL NOT TO SCALE STEPS Q 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". 02 INSTALL 6"WIDE SELF ADHESIVE SILL FLASHING THAT EXTENDS 4" BEYOND OPENING. �3 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. Q APPLY A 4" SELF ADHESIVE HEAD 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. JAMB FLASHING EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB FLASHING 8.112" ABOVE ROUGH OPENING AT HEAD. TUCK TOP OF JAMB FLASHING UNDER THE FLAP OF WRB AT THE HEAD. SEE DIAGRAM. 10 WEATHER RESISTANT BARRIER (WRB 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. rn rRESISILL FLASHING STANT UST WINDOW TO ACHIEVE SQUARE, LEVEL CONDITION. USE CORROSION ASTENERS. FASTEN WINDOWS PER MANUFACTURER SPECIFICATIONS. SECTION A A THROUGH WINDOW JAMB Lu OF THE HEAD FLASHING AGAIN$ 'JE u �- SEALAN (FLASHING GOES OVER SEALANT). z w u JAMB F HING. FASTEN IN PLACE. w __j Lu Z 01- �- O o d V) M REJECT PASSAGE OF C SIRM ® JAMB FLASHING APPLY CONT. SELF ADHESIVE FLASHING THAT EXTENDS AT LEAST 4" BEYOND ROUGH OPENING, SEALANT BEAD BEHIND MOUNTING FLANGE. '- TOP OF FINISH FLOOR GUARDRAILETAIL SCALE :1112" = '-0" A 1" BEYO (16 HEAD I SECURE WRB AT HEAD %T HEAD EXTENDS JAMB FLASHING. EMBED BIDTTOM OF THE HEAD FLASHING AGAIN$ 'JE HE PREVIOUSLY APPLIED �- SEALAN (FLASHING GOES OVER SEALANT). EXTEND FLASHING BEYOND EACH JAMB F HING. FASTEN IN PLACE. Ln Q) N V, Qi -� M J _ :_j � Qi(,-a; — M Cu m d- C rq.6 .^� E Q v- w QC' — z allE U — a o. _0Ln N � i' cu ® JAMB FLASHING APPLY CONT. SELF ADHESIVE FLASHING THAT EXTENDS AT LEAST 4" BEYOND ROUGH OPENING, SEALANT BEAD BEHIND MOUNTING FLANGE. '- TOP OF FINISH FLOOR GUARDRAILETAIL SCALE :1112" = '-0" A 1" BEYO (16 HEAD I SECURE WRB AT HEAD %T HEAD EXTENDS JAMB FLASHING. EMBED BIDTTOM OF THE HEAD FLASHING AGAIN$ 'JE HE PREVIOUSLY APPLIED �- SEALAN (FLASHING GOES OVER SEALANT). EXTEND FLASHING BEYOND EACH JAMB F HING. FASTEN IN PLACE. A SEALANT INTERIOR VIEW TOP LEFT CORNER OF WINDOW I FLASHING WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. WINDOW INSTALLATION SCALE: N.T.S. L J J Cly W O U P__4 Cn V Z f-1 uj Q 4-1 0 un C 0 (aN ce N C r114 Lnrn J LL d- :3 co Q V) o CD t--� -se 00 U ru M rn Date 06-14-18 Scale AS SHOWN Job 1505-R Sheet Al 1 TOPOGRAPHIC NOTES 1.) NO UNDERGROUND UTILITY INFORMATION SHOWN HEREON EXCEPT AS NOTED, NO ATTEMPT WAS MADE BY THIS SURVEYOR TO LOCATE OR VERIFY ANY OTHER UNDERGROUND UTILITIES, PIPES, WIRES OR STRUCTURES, ETC. 2.) BEFORE DIGGING IN THE AREA SHOWN HEREON "USE CAUTION" CALL 811 FOR LOCATION OF MOST UNDER GROUND UTILITIES. 3,) THE SURFACE FEATURES SHOWN HEREON REFLECT CONDITIONS AS THEY EXISTED ON THE DATE SHOWN HEREON AND CAN ONLY BE CONSIDERED INDICATIVE OF CONDITIONS AS THEY EXISTED AT THAT TIME. 4.) NO SPRINKLER SYSTEMS, IF ANY, ARE LOCATED BY THIS SURVEY. 5.) CONTROL ELEVATION WAS DERIVED FROM THE FLORIDA PERMANENT REFERENCE NETWORK (FRRN) NAD83 (2011) - EPOCH 2010,000, USING AN EPOCH 50 SPECTRA PRESSION GNSS RECIVER. THE (FPRN) BASE STATION KREG WAS USED IN THIS SESSION -AT 8:30AM--ON 06-05-2018. AN ONSITE LATITUDE OF 30'21'35.20276" AND LONGITUDE OF 081'24'25.98871, FOR THIS POSITION WAS RECORDED AT AN ELEVATION OF (10,30) FEET NAVD88, AN X CUT ON THE NORTH RIM OF A MANHOLE IN THE CENTER OF CUL-DE-SAC OF INLAND WAY WAS LEFT AT THIS POSITION AND ELEVATION. ELEVATIONS ARE SHOWN THUS (12.85). THE ELEVATIONS FOR THIS SURVEY ARE IN REFERENCE TO NAVD 88 AND ARE IN FEET. THE "X" MARKS THE SPOT OF ELEVATION AND THE TEXT IS PLACED AS CLOSE AS POSSIBLE TO MAINTAIN "READABILITY". 6.) THIS IS A TREE SURVEY. 7.) THE WATER, SEWER, GAS AND ELECTRIC INDICATORS AS SHOWN HEREON, IF ANY, ARE SURFACE MARKINGS AS FOUND AT THE TIME OF THIS SURVEY. 8.) A PORTION OF THIS LOT IS IN FLOOD ZONE AE WITH A BASE FLOOD ELEVATION OF (6.0) FEET NAVD88. MAP SHOWING BOUNDARY, TOPOGRAPHIC AND THEE SURVEY LOT 19 ACCORDING TO THE PLAT' OF A USO" tmlwll*lvr'mR AS RECORDED IN PLAT BOOK 42, PAGES 18, 18A, 188 AND 18C OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. TOGETHER WITH: - PART OF THE ANDREW DEWEES GRANT, SECTION 37, TOWNSHIP 2 SOUTH, RANGE 29 EAST, ALSO KNOWN AS A PART OF THE EASTERLY 50.00 FEET OF THE NOW CLOSED RIGHT OF WAY OF OLD SHERRY DRIVE (A FORMER 100 FOOT RIGHT OF WAY AS NOW CLOSED). SAID EASTERLY 50,00 FEET BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: `j FOR A POINT OF BEGINNING, COMMENCE AT THE NORTHWEST CORNER OF LOT 19, OCEAN WALK UNIT FOUR, AS RECORDED IN PLAT BOOK 42, PAGES 18 THROUGH 18C, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA; SAID POINT LYING ON THE FORMER EAST RIGHT OF WAY LINE OF SAID OLD SHERRY DRIVE AND BEING A CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 2814.78 FEET; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 141.51 FEET AND A CHORD BEARING AND DISTANCE OF SOUTH 10 DEGREES 14 MINUTES 15 SECONDS EAST, 141.50 FEET; THENCE SOUTH 78 DEGREES 19 MINUTES 20 SECONDS WEST, DEPARTING SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 50,00 FEET TO AN INTERSECTION WITH THE CENTERLINE OF SAID OLD SHERRY DRIVE. SAID CENTERLINE BEING A CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 2864.78 FEET; THENCE NORTHERLY, ALONG THE ARC OF SAID CURVE, AN ARC DISTANCE OF 144.03 FEET AND A CHORD BEARING AND DISTANCE OF NORTH 10 DEGREES 14 MINUTES 15 SECONDS WEST, 144.01 FEET; THENCE NORTH 81 DEGREES 12 MINUTES 10 SECONDS EAST, DEPARTING SAID FF(11.66) CENTERLINE, A DISTANCE OF 50,00 FEET TO THE AFORESAID NORTHWEST CORNER OF LOT 19, OCEANWALK UNIT FOUR AND THE POINT FRONT DOOR OF BEGINNING. 467 INLAND WAY CERTIFIED TO• (SURVEYORS NOTE) JUSTIN M. NEWBERN AND AMY T. NEWBERN. THE CALL OF: BEGINNING a� Z NORTHWEST CORNER LOT 18 LOT 19 OCEAN WALK UNIT 4 "I# PLAT BOOK 42, PAGES 18-18CZ (6.2) (10,2) to (5,9) / J (9.95) 5, 9) pp S 88*117'34" E 136.81' (M) .,� D 1/2' FF(9.93) C38�18)42%1 , W � REBAR GARAGE E 138.89 (R) . - in ASSOC SURV 467 INLAND WAY 4s. LB 5488 A ° N t'rt 11� f� (g.6) d Ga O a E 50.08 (M) ' m -- 1' < 4�-O T �„ Ci Z O I N 81.81*,��,4®>tt E D•a "-'..1 G)• a T1 y r l o NCRETE DRIVE a Z °� " d' a d ' . C CRETE DRIVE- •' .� O., ° • .623857 pe tin �5O.UV v -f (8. 9.45' tQi 1 d r 10.30 1 0 •. 1/2- (IP) 6" ! r AC 59.46' TO BRI'u-)10.4 0' DURDEN LINE PAD ( (t0. (5. AST R/ N Q - m : ^r LB 6696 5.6) O FARMER SHERRY DRIVE P: '� r� c nF OLD i.. fl / - -- �yNE 4 4 SS EASEMENT �' CS `............`66:6 ......... ARC ' TO / 5' os -ACCESS 38.3 PALM TERM TEPG. 1556 O.R.B. 1$595. / / 0 13"O a< . ci HICKQRY p '•••••'(10.8 • (B4) w ARC 00.1) SUGAR BERRY j 4.0' n 11D m t, 6.D' GAS (8.6 ( G ! e 12,0' o �°' pg o LOT 19.aa to 1 Y z b' p ra 2 0' ° , Q (11.1 1/2" (IP) O n Hn rn p ryr a A 1 LB 3857 SITE BENCHMARK NAIL AND DISK LB 5488 IN SOUTHEAST FACE 38" LIVE OAK ELEVATION = (8.57) Do Sot z 2.3 p U► u).1 . p... �p, NZ'1} Z 12•D - � O W N \ (7 1) � � � w STOOP w iO�t � Q � ��'�^ ✓ Ir t,i w000 CTISYEP•1r-• wo GARAGE >p tt • r � TY ' 38" 0> / \ { ) Co" LIVE 1 ` � a S1.10WE9 AC 24.3' A)7.1) / 30' 23' ry 9(eg _f OAKUVESC7 LIVE: y OAK 0)�`_� 7.3) (6.93 o Eb.6) 5 N TERMINA"fED PE:R556T CmSs �. � � O;R•B• 18595, PG � •' / (e„5) uta., �• \ 09 ti �lz%p[tr NCE LB 3624 k t OtA 1/2. (IP) �� w 50,O e U ssse 5 S° sg $ a w so•2�' tM) 5' 1 (�.5) REVISED 12/03/2018 TO SHOW TERMINATION OF 5' NON -ACCESS EASEMENT PER ORB. 18595, PG. 1556. L4 6. �O HOLLY CONCRED RETE 33.0' + off\ a ghe 4" ° ARIEGATED 2 'F. '• 8' CHERRY *� g} s e Gp� PALM' � , 4 q �� too j 1.4 y' LOT 20 a•J' ��P ,� �� jf/ '8.99 .v•.�:. �� �'�� k,�`L P 0 cl c� 1 f/ t. �p L m 'A CHORD BEARING AND DISTANCE OF SOUTH 10 DEGREES 14 MINUTES 15 SECONDS EAST, A CHORD DISTANCE OF 141.50 FEET; THENCE SOUTH 78 DEGREES 19 MINUTES 20 SECONDS WEST,' WAS CHANGED TO: A CHORD BEARING AND DISTANCE OF SOUTH 10 DEGREES 14 MINUTES 15 SECONDS EAST, 141.50 FEET; THENCE SOUTH 78 DEGREES 19 MINUTES 20 SECONDS WEST," AND THE CALL OF; A CHORD BEARING AND DISTANCE OF NORTH 10 DEGREES 14 MINUTES 15 SECONDS WEST', A CHORD DISTANCE AND DISTANCE OF 144,01 FEET:" WAS CHANGED TO: "A CHORD BEARING AND DISTANCE OF NORTH 10 DEGREES 14 MINUTES 15 SECONDS WEST,144.01 FEET;". TO CORRECT A SCRIVENERS' ERROR. Q (5.0) 38' SITE'9•�M LIVE (16.10) X CUT ON NORTH RIM OAK N SANITARY SEWER MANHOLE (14,21) 30" CO ELEVATION = (10.30) W 0Ln � LIVE OAK0 C) 00 rn r C) INAILAN A (10.23) r u II 0 Jv 45' CUL-DE-SAC <✓ r m � •P 1 S31 N� Ln 0l f w_ �- 0'- P O A r7 �' a, v' S t J 0.1) tom) SITE BENCHMARK NAIL AND DISK LB 5488 IN SOUTHEAST FACE 38" LIVE OAK ELEVATION = (8.57) Do Sot z 2.3 p U► u).1 . p... �p, NZ'1} Z 12•D - � O W N \ (7 1) � � � w STOOP w iO�t � Q � ��'�^ ✓ Ir t,i w000 CTISYEP•1r-• wo GARAGE >p tt • r � TY ' 38" 0> / \ { ) Co" LIVE 1 ` � a S1.10WE9 AC 24.3' A)7.1) / 30' 23' ry 9(eg _f OAKUVESC7 LIVE: y OAK 0)�`_� 7.3) (6.93 o Eb.6) 5 N TERMINA"fED PE:R556T CmSs �. � � O;R•B• 18595, PG � •' / (e„5) uta., �• \ 09 ti �lz%p[tr NCE LB 3624 k t OtA 1/2. (IP) �� w 50,O e U ssse 5 S° sg $ a w so•2�' tM) 5' 1 (�.5) REVISED 12/03/2018 TO SHOW TERMINATION OF 5' NON -ACCESS EASEMENT PER ORB. 18595, PG. 1556. L4 6. �O HOLLY CONCRED RETE 33.0' + off\ a ghe 4" ° ARIEGATED 2 'F. '• 8' CHERRY *� g} s e Gp� PALM' � , 4 q �� too j 1.4 y' LOT 20 a•J' ��P ,� �� jf/ '8.99 .v•.�:. �� �'�� k,�`L P 0 cl c� 1 f/ t. �p L m 'A CHORD BEARING AND DISTANCE OF SOUTH 10 DEGREES 14 MINUTES 15 SECONDS EAST, A CHORD DISTANCE OF 141.50 FEET; THENCE SOUTH 78 DEGREES 19 MINUTES 20 SECONDS WEST,' WAS CHANGED TO: A CHORD BEARING AND DISTANCE OF SOUTH 10 DEGREES 14 MINUTES 15 SECONDS EAST, 141.50 FEET; THENCE SOUTH 78 DEGREES 19 MINUTES 20 SECONDS WEST," AND THE CALL OF; A CHORD BEARING AND DISTANCE OF NORTH 10 DEGREES 14 MINUTES 15 SECONDS WEST', A CHORD DISTANCE AND DISTANCE OF 144,01 FEET:" WAS CHANGED TO: "A CHORD BEARING AND DISTANCE OF NORTH 10 DEGREES 14 MINUTES 15 SECONDS WEST,144.01 FEET;". TO CORRECT A SCRIVENERS' ERROR. Q (9,83) PRC R=45.00' L-82.19' (M) S 82 5652" E 71.23' (Mj S 6258'16" " `off E 71.19' (R) Y���,.- REBAR5/B RLS 4424 / FLOOD ZONE "X" - AREAS DETERMINED TO BE OUTSIDE THE 0.2R ANNUAL CHANCE FLOOD PLAIN / FLOOD ZONE "X (SHADED)" - AREAS OF 0.2X ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE: AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. FF(11.26) FRONT DOOR 462 INLAND WAY ASSOCIATED SURVEYORS INC. LAND & ENGINEERING SURVEYS 3846 BLANDING BOULEVARD JACKSONVILLE, FLORIDA 32210 ? 904-771-6468 CERTIFICATE OF AUTHORIZATION NO, LB 0005488 I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL STANDARDS FOR LANDS VEYING PURSUANT TO CHAPTER 5J-17.050 THROUGF- ,17.052, FLO A9MINISTRATJVE CO[N, CHAPTER 472, F.S. u­ CH,ARLES B. HATS E - FLORID ERTIFICATE NO. 3771 COARLES L. STARL FLOR16A CERTIFICATE NO. 4579 RAYMOND J. SCHA FER FLORIDA CERTIFICATE NO. 6132 NUI VALIU WI I MUU I Int �dUNA1 UKt ANL) IML UKIUINAL KAIStD SIAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SITE'9•�M BENCHMARK (16.10) X CUT ON NORTH RIM N SANITARY SEWER MANHOLE (14,21) �� 1� ELEVATION = (10.30) W 0Ln � (10,29) C) 00 rn r C) INAILAN A (10.23) r u II 0 Jv 45' CUL-DE-SAC <✓ r m (9,83) PRC R=45.00' L-82.19' (M) S 82 5652" E 71.23' (Mj S 6258'16" " `off E 71.19' (R) Y���,.- REBAR5/B RLS 4424 / FLOOD ZONE "X" - AREAS DETERMINED TO BE OUTSIDE THE 0.2R ANNUAL CHANCE FLOOD PLAIN / FLOOD ZONE "X (SHADED)" - AREAS OF 0.2X ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE: AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. FF(11.26) FRONT DOOR 462 INLAND WAY ASSOCIATED SURVEYORS INC. LAND & ENGINEERING SURVEYS 3846 BLANDING BOULEVARD JACKSONVILLE, FLORIDA 32210 ? 904-771-6468 CERTIFICATE OF AUTHORIZATION NO, LB 0005488 I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL STANDARDS FOR LANDS VEYING PURSUANT TO CHAPTER 5J-17.050 THROUGF- ,17.052, FLO A9MINISTRATJVE CO[N, CHAPTER 472, F.S. u­ CH,ARLES B. HATS E - FLORID ERTIFICATE NO. 3771 COARLES L. STARL FLOR16A CERTIFICATE NO. 4579 RAYMOND J. SCHA FER FLORIDA CERTIFICATE NO. 6132 NUI VALIU WI I MUU I Int �dUNA1 UKt ANL) IML UKIUINAL KAIStD SIAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER 1 2 3 4. 5. Site Plan 0 4' 8' 12' 16 20' 24' 28' 32' Site Plan Notes This drawing is based on a boundary and/or topo raphic survey made by Associated Land Surveyors , INC. of Jacksonville. S site survey for existing conditions not shown on this plan. Contractor shall establish finish floor elevation. Building layout dimensions are shown to outside fac of foundation wall. See Floor Plans for clarification. Work shown is new unless specifically noted as existing The General Contractor shall verify all property lines, easements, dimensions & setback requirements w/the appropriate department of- cksonville Beach, FL . Construction materials, equipment & procedures shall e in general accord with the Florida Department of Transportation "Standard S b ecifications for Highway Constructions", latest edition, as modified by technical ecifications. Silt fence will be provided along property line in st place for the erosion control Do not scale Drawings. Use only dimensions shown o drawings. If dimensions are in question, obtain clarification before continuing ith construction. Builder shall verify all dimensions & conditions at jobsite. All run off must remain on-site during construction. EZoll off container must be on City approved list. Con iner cannot be placed on City right-of-way. t Area Calculations Sq. Ft. Percen Impervious 18961 100.00% 3298 _ 17.39% 1574 8.30% Is, steps) 53 0.28% 4925 25.97% krea Calculations Sq. Ft. PercenImpervious 18961 100.00% 3298 17.39% 1574 8.30% 3, steps) 53 _ _ 0.28% 500 2.64% _ 784 4.13% 1736 9.16% 7945 41.90% 3 .� A1.2 U) O c O N 0) LO N c U ` O O U mc U � O U o U •• �' c m m N O U N m O CO I 3 .� A1.2 U) O UtNtKAL IVU I C5 THREAD NOTES BRITTLE FINISH EPDXY NOTES 1. CODES USED: 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING EDITION, ACI, NDS, APA AND ASCE7-10. 1. ALL -THREAD CONNECTORS TO BE 3/8" DIAMETER BARS PLACED AT 4' O.C. IN ALL BEARING 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER 24.4 WALLS, UNLESS NOTED OTHERWISE ON PLANS. 20-50 EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND 2. ALL -THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. AUTHORITIES HAVING JURISDICTION OVER THE WORK. COUNTED AS PART OF THE DESIGNATED O.C. SPACING. MAY BE 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING 3. PLACE ALL -THREAD RODS WITHIN 6" TO 10" OF EACH CORtJER AND AT EACH INTERSECTION OF ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE: CONSTRUCTION. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL. 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS. A. PLACE SHEARWALL RODS (SPECIFIED ON PLANS) 12 IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS 16 B. PLACE HIGH UPLIFT RODS (SPECIFIED ON PLANS) AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE OWNER SHALL PROVIDE C. PLACE CORNER RODS D. PLACE ALL OTHER RODS. 2X4 NO.2 SPF ACCORDANCE WITH APPLICABLE SAFETY LAWS. TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID REPORT _ �= 16 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS 4. ALL -THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY PSI AND TENSILE STRENGTH OF 2,300 PSI. STRUCTURE WAS PERFORMED ASSUMING 2500 PSF SOIL CAPACITY. SYSTEM, OR APPROVED EQUIVALENT. ALL -THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH 16 6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, THE SCOPE OF UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, WATERPROOFING, MECHANICAL, PLUMBING OR 5. WHERE NECESSARY, ALL -THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS. DIAMETER OF THE STEEL MEMBER BEING INSTALLED. ELECTRICAL WORK. ><16 12 CONCRETE NOTES 6. MINIMUM EMBEDMENT OF ALL -THREAD SHALL BE: 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS 2X4 NO.2 SPF 16 12 LAITANCE, DUST, DIRT, AND OIL. 1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST EDITION, "BUILDING CODE 6" -TYPICAL WALLS, MONOLITHIC FOOTING 7" - EXTERIOR WALLS, STEMWALL FOOTING 12 6. CONTRACTOR PERFORMING EPDXY WORK SHALL REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST EDITION, "SPECIFICATIONS FOR STRUCTURAL 8" - MASONRY WALLS 16 BE AN APPROVED CONTRACTOR BY THE MANUFACTURER FURNISHING THE EPDXY MATERIALS, CONCRETE". 16 16 AND SHALL HAVE NO LESS THAN FIVE 16 16 YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL CONFORM TO ASTM C150, 7. ALL -THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH THEIR RESPECTIVE DETAILS ON THIS SHEET. UPLIFT CONNECTIONS ARE SHOWN IN PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE 1Y" INCHES FOR FOUNDATIONS, AND %" FOR ALL SLABS AND SHALL TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO CONFORM TO ASTM C33. 8. USE 2" SQUARE WASHERS ON ALL -THREAD AND ANCHOR E3OLT LOCATIONS, U.N.O. DO THE WORK. 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PS! AT 28 DAYS. 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT IS SHEATHING NOTES 4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. VAPOR BARRIER AND ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTI=N OF 10d NAILS. FASTEN STUDS TOGETHER WITH (1) ROW FOR WALL SHEATHING: TERMITE TREATED SOIL. THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2) SPH. PLACE A 1/2" ANCHOR BOLT WITH 6" EMBEDMENT WITHIN 6" OF DOUBLE STUD GROUP. 1. FOR STUCCO AND STONE: MIN " OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED VERTICALLY, OR MIN 16" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED HORIZONTALLY, TO 5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE 2. FOR ALL OTHER VENEER: MIN OSB OR PLYWOOD, SPAN RATING 24/16, FOR TWO FEET BELOW THE BOTTOM OF THE FOOTING. BOTTOM OF THE ROD WITH A 3" SQ WASHER AND NUT. 16" INSTALLED VERTICALLY OR HORIZONTALLY, TO WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM -A615. ALL CONCRETE 12" O.C. IN FIELD (BLOCKED PANEL EDGES) OR 6" O.C. EDGE AND FIELD (UNBLOCKED PANEL EDGES). REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE "DETAILS CONVENTIONAL FRAMING NOTES �+ 3. FOR CURVED WALLS: TWO (2) LAYERS OF !'PLYWOOD. FASTEN WITH 10d NAILS AT 6" O.C. IN ACCORDANCE WITH ACI 315, AND DETAILING OF CONCRETE REINFORCEMENT". - ON EDGE AND 12" O.0 IN FIELD. OUTER LAYER OF PLYWOOD PANEL EDGES MUST BE LAPPED 24" 7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., AS REQUIRED FOR 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. MIN WITH INNER LAYER. SHIM FRAMING AS NEEDED FOR TIGHT FIT. MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE P'LANS. FOR ROOF SHEATHING: 8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS 1. FOR SHINGLE AND METAL ROOF: MIN 16' OSB OR PLYWOOD, SPAN RATING 24/16, INSTALLED GREATER. 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. PERPENDICULAR TO ROOF FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 9. CORNER REINFORCEMENT SHALL BE LAPPED 25". 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4) 16d TOI=__NAILS. 2. FOR TILE ROOF: MIN 32" PLYWOOD, SPAN RATING 32/16, INSTALLED PERPENDICULAR TO ROOF FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. 10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5) 8d NAILS INTO THE 3. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH 10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH RAFTER AND (5) 8d NAILS INTO THE TOP PLATE. STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD 10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER CONDITIONS, BLOCK PANELS AT 12" O.C. 10.3. 1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY REINFORCEMENT. 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON 1-13 WITH (5) 8d NAILS INTO THE RAFTER AND (5) 8d NAILS INTO THE SLEEPER. FOR FLOOR DECKING: 11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, INC., SHOULD BE USED 1. MIN 4" T&G OSB OR PLYWOOD, SPAN RATING 48/24, INSTALLED PERPENDICULAR TO FLOOR FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE DETERMINED FROM FOUNDATION PLAN, CONTACT 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH (4) 16d NAILS. FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. THE ENGINEER OF RECORD. 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMI�SON A35 WITH (12) 8dX1-1/2" NAILS. 2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 48/24 AND MINIMUM 4" THICKNESS. 12. STEM WALL TO BE A MAXIMUM OF SIX {6) COURSES TALL. CONTACT ENGINEER OF RECORD IF STEM WALL WILL EXCEED COURSES FA 9. FASTEN RIDGE/VALLEY BEAM TO WALL WITH 1) MSTA24 'iVHITH SIX (6) IN HEIGHT. ( ( 11) 10d NAILS IN VALLEY BEAM, FOR PORCH CEILING SHEATHING: 13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEM WALLS, THE TOP TWO COURSES OF STEM WALL MUST BE INTO STUD BELOW. 1. MIN $" OSB OR PLYWOOD, SPAN RATING 24/0, INSTALLED PERPENDICULAR TO CEILING FRAMING. FILLED. 10. 2X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FIR END WITH (6) 16d NAILS. BOTTOM OF THE TOP PLATE TO THE PEAK. FASTEN WITH 8d NAILS AT 3" O.C. ON EDGE, 12" O.C. IN FIELD. FRAMING NOTES MASONRY NOTES 11. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDING CODE, INTERSECTION OF SLEEPER AND EXISTING FRAMING. 1. ALL MASONRY WORK SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF "BUILDING RESIDENTIAL EDITION AND THE NATIONAL_ DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. 1 CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530) AND THE "SPECIFICATIONS FOR DOUBLE 2X12 CEILING JOIST 1=0R RIDGE MASONRY STRUCTURES" (ACI 530.1) OF THE AMERICAN CONCRETE INSTITUTE. 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. BEAM SUPPORT, UNO. 2. CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT WITH A MIN. NET COMPRESSIVE 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE ACCEPTABLE PROVIDED ROOF RAFTER STRENGTH OF 1500 PSI, HOLLOW, LOAD-BEARING UNITS. CONFORMING TO ASTM C90, TYPE N -II EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. 3. MORTAR SHALL CONFORM TO ASTM C270, TYPE M OR S. ALL PORTLAND CEMENT SHALL RIDGE BEAM CONFORM TO ASTM C150 TYPE 1. LIME SHALL CONFORM TO ASTM C207. ALL MASONRY CEMENT 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE TREATED. SHALL CONFORM TO ASTM C91. THICKNESS OF MORTAR SHALL NOT EXCEED 5/". FULL BEAD AND HEAD JOINTS SHALL BE USED. 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. - - - - - - - - - - - - CEILING JOIST 4. MASONRY GROUT SHALL CONFORM TO ASTM C476. fc OF GROUT SHALL BE 3000 PSI MIN. THE 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. - - - - MAXIMUM AGGREGATE SIZE SHALL BE %" GRADED TO PRODUCE FINE GROUT IN CONFORMANCE - - COLLAR TIE WITH ASTM C476 AND C404. SLUMP OF GROUT SHALL BE 8 TO 10 INCHES. 7. DIMENSION LUMBER 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS (2) 2x4 SYP COLUMN FOR RIDGE/VALLEY BEAM SUPPORT, FASTENED 5. MASONRY WALL REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. PROVIDE 48 BAR DIA 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. TOGETHER WITH (1) ROW OF 8d NAILS AT 12" O.C. F/STEN RIDGE TO LAP ON ALL SPLICES. PROVIDE BAR SPACERS AS REQUIRED TO PROPERLY LOCATE 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON • COLUMN WITH (2) 18 GA STRAP WITH (9) 8d NAILS IN RAFTER, (9) 8d NAILS IN REINFORCING IN CELLS. STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADI=R WITH (2) 18 GA SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LENGTH PER THE DETAILS. STRAP WITH (9) 8d NAILS IN COLUMN, (9) 8d NAILS IN TOP PLATE/HEADER. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING OF ALL MASONRY CONSTRUCTION TO RESIST WIND, BACKFILLING, SOIL COMPACTION AND OTHER NATURAL AND 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW: TABLE CONSTRUCTION. THE BRACING SHALL REMAIN IN CONSTRUCTLOAD STRUCTOCCURRING COMPONENT AND CLADDING PLACE UNTILIOTHE URE IS COMPLETE.G 8d = 0.131" x 2-1/2" 10d = 0.148" x 3" ROOF: DESIGN PRI SSU RES 7. HORIZONTAL JOINT REINFORCING SHALL BE USED FOR ALL MASONRY CONSTRUCTION. AND 12d = 0.148"x 3-1/4" LIVE LOAD: 20 0 PSF SHALL CONSIST OF 9 GAGE, GALVANIZED LADDER TYPE REINFORCING CONFORMING TO ASTM 16d = 0.162" x 3-1/2" DEAD LOAD: 7.0 PSF 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE CEILING: FOOTING DETAILS SHEET. LIVE LOAD: 0.0 PSF LIVE LOAD -STORAGE: 30.0 PSF 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. DEAD LOAD: 5.0 PSF EXTERIOR WALL STUD SPACING END BRITTLE FINISH FLEXIBLE FINISH 0-20 WALL HEIGHT (L/360) WALL HEIGHT (U120) BEARING 24.4 -26.6 20-50 22.9 COEFFICIENT: -28.8 22.9 -25.3 50-100 CONDITION STUD SIZE AND GRADE 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT -22.9 2X4 SPF STUD 16 12 16 16 v LL. STONE 2X4 NO.2 SPF 16 12 _ �= 16 16 16 12 0 2X6 SPF STUD GRD OR NO.2 16 16 16 16 16 16 16 16 16 16 2X4 SPF STUD 16 12 ><16 12 - o. 8 I TWO STORY 2X4 NO.2 SPF 16 12 16 16 12 9� 2X6 SPF STUD GRD OR NO.2 16 16 16 16 16 16 16 16 16 16 NOTES 1. ALL NON -CORNER STUDS LOCATED IN WALL END ZONES TO BE DOUBLED, FASTEN STUDS TOGETHER WITH 12d COMMONS AT 8" O.C. 2. NON-BEARING WALLS MAY BE FRAMED WITH 2X STUDS AT 24" O.C. MAX. FLOOR: LIVE LOAD: 40.0 PSF DEAD LOAD: 10.0 PSF DECK LIVE LOAD: 50.0 PSF EFFECTIVE AREA, SF END ZONES, PSF INTERIOR ZONES, PSF 0-20 24.4 BUILDING CATEGORY: -32.0 24.4 -26.6 20-50 22.9 COEFFICIENT: -28.8 22.9 -25.3 50-100 21.6 Q -27.2 21.6 -24.0 100-200 20.8 -24.4 20.8 -22.9 A82, SPACED AT 16" O.C. VERTICAL MAX. 8. WHEN GROUT POURS EXCEED 5 FEET IN HEIGHT, PROVIDE A CLEAN-OUT HOLE AT THE BOTTOM CELL. CLEAN THE CELL BY REMOVING ALL MORTAR, DEBRIS, LOOSE AGGREGATES AND ANY MATERIAL DELETERIOUS TO MASONRY GROUT. INSTALL AND SECURELY TIE THE VERTICAL STEEL REINFORCEMENT TOGETHER. CLOSE THE OPENING AFTER INSPECTION. 9. ALL MASONRY WALLS SHALL BE SECURELY BRACED UNTIL FLOOR OR ROOF SYSTEM HAS BEEN INSTALLED AND HAS BECOME CAPABLE OF STABILIZING THE WALLS. REINFORCED MASONRY UNITS SHALL BE FILLED SOLID WITH 3000 PSI GROUT AS INDICATED ON PLANS. 10. CASTCRETE PRECAST LINTELS TO BE USED OVERALL OPENINGS, UNO. SEE PLAN FOR SIZE AND WIND LOADS: REINFORCEMENT. WIND SPEED: 130 MPH EXPOSURE: C IMPORTANCE: 1.0 BUILDING CATEGORY: II ENCLOSED BUILDING: a INTERIOR PRESSURE Iliu COEFFICIENT: 0.18 ROOF PITCH: 8:12 k SHEET INDEX Co N 04 S0.01 S1.01 COVER PAGE/GENERAL NOTE FOUNDATION PLAN AND DETA FRAMING PLAN AND DETAILS S S2.01 m CD 0 W o W o w C6 0 zz z z o U a O � o U W U) D o � U) w O W U U z z 0 O Fn U W W z W m m O W U z U) O m V) \ W W (D p ^Q z CL I L.L Q W0� W Oz U rw V V c Co N 04 rn L T � o N a a)Q Iliu co DC7 o a(7 uio U Q p V) \ W W (D p ^Q z CL I L.L Q W0� W Oz U rw V V c Co N 04 cr) ((o al 1- c w U a U) '0_0 co `o 0 m LO 04 U v LL. co N g 414i U) m o Q a � o CO N 0 o X N O U M `%IIIi���// WAYNF m - - o. 8 - ' 4C/ ' FFREY 9� Shelrt No. S0.01 25'-0" -- 6'-42° 18'-72,' 9'-8144" 6" iol---------- -----------------------------� r----------------- ------ - FF-------------------------------------------- r------- ---� �_ r----------------------� II I I I , `--I - I I 71T iii I I I I I ADD 8X8" BLOCK IN CORNERS FOR I ; I r - I I I BEAM SUPPORTS, TYP 2LOCATIONS. I i I `t ----------------- --- --- — I L-------- I I -- 3 L._ I I 15'-2" I I I I I S1.01 i _ I5 3 S1.01 N r N I-6" STRUCTURAL I I S1.01 8"WX6"DX1 V-4"LONG I " I I I -I-- - --- � I � SLAB WITH #5 BARS I J ( SEAM WITH (2) #4 I I 3 I I AT 12" O.C. LEFT TO I i v Lo BARS CONTINUOUS. I �i.0 1 i I I RIGHT. I 1 1 I I I 6" 3000PS1 CONCRETE SLAB WITH 6X6 W1.4 X I ( I ' W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL. J VAPOR BARRIER AND TERMITE TREATED SOIL. ------ -- ------ I I i ' I J ' s I . ------------------------- 46" I— — -----------------------------------ADD 8X8" BLOCK IN CORNERS 6„FOR COLUMNS AND BEAM SUPPORTS, TYP 3 LOCATIONS. 1 SEE DETAIL 6. S1.01 _ FOUNDATION PLAN 8"X6" BEAM WITH (2) #4 BARS. (1) #5 BAR CONTINUOUS - FIBER REINFORCED CONCRETE SLAB, 6" 6" SLAB WITH #5 BARS — THICK UNLESS NOTED OTHERWISE ON t_ ' AT 12" O.C. !i i I I I I I PLAN. N y=======F= STEM WALL BEAM 8"X16" CMU STEMWALL, MAX 7 COURSES. `r SUPPORT BEYOND. VERTICAL REINFORCEMENT TO BE #5 DEFORMED BARS AT 48" O.C. FILL CELLS _ _ 4" SLAB III—I i I WITH 3000 psi CONCRETE. _ 4EI I Ed 11: -III= ONE STORY: d=8", b=16", (2) #4 BARS I I �oj a 111= i-1 ` • l ; i=1 1= aVERTICAL REINFORCEMENT TO HAVE 9" I •_ � , � � I- BEND O OP COURSE. BE EMBEDDED 4" I — — FOOTING PER DETAIL 1. FOOTING TO BEAR ON FIRM UNDISTURBED SOIL. aTYPICAL STEMWALL DETAIL :3/4" = 1'-U" 6" SLAB WITH #5 BARS AT 12" O.C. 24"x24" #5 L -BAR AT VERTICAL REINF. LOCATIONS. SEE DETAIL 1 FOR TYPICAL STEM WALL DETAIL ' II — a —i I— Q •, , SECTION Gam- a G C a III �IiI, co G d Ig^ I X- 8�� -- 6 MIL VAPOR BARRIER OR EQUIVALENT WATERPROOFING BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB ONE STORY: X = 12" WITH (2) #4 TWO-STORY: X = 16" WITH (3) #4 THREE-STORY: X = 20" WITH (3) #5 5 INTERIOR BEARING FOOTING it SEE TYPICAL STEM WALL DETAIL - - FOR REINFORCEMENT DETAILS. I. END VERTICAL BAR OF RESPECTIVE WALL SECTIONS. 16" TALL STEP UP. USE #5 Z -BAR AT EACH BAR LOCATION IN RESPSECTIVE FOOTINGS. MINIMUM 40 BAR DIAMETER LAP. 4 A314;" UP DETAIL ADDITIONAL 8X8 BLOCK UNDER COLUMNS. VERTICAL REINFORCEMENT TO HAVE 9" BEND AT BOTTOM AND BE EMBEDDED 4" INTO TOP COURSE. FOOTING BEYOND SEE SECTION 1 FOR TYPICAL STEM WALL FOOTING. TEMWALL WITH EXTRA BLOCK EL a m co'W M O O W O Q' T T z ¢ z a) i .0 S z O N� LL a O it u - U � to W O � 0) W o Q cn z 0 z O 55 w Z U) z N w z O 00 > CL ado o J Q a U W LL 1_ WQ Q U 0 z z 0 I- z W 0 } LL. O Q U w Z m z z Z Lo Z J W m 1-0H � Q m W O z U U) O m AY 0 z N z �10 O 00 > CL ado o J Q a 0 z z J U) CL J zQ O E_ LL 1_ WQ Q 0 z 0 O LJL V co N 04 Lf) C M (O 0) !� Lr) N it W ¢ m U CD `°v o p 88 U "_ LL U N Lf) U N cin" x m � Q U) co o 2 o A '> CD N0 -'t Y N U V U M u O rn AY/y�- O : �r� N 932 W 0-0 w ••; OmaORIOP. •\��`: i FF phi 4jj131 Sheet S1.01 B-� I j (2) 2X6 2:1 t BALLOON FRAME WALL { UP TO ROOF RAFTERS. (2) 16" LVL BALLOON FRAME WALLS UP TO ROOF RAFTERS WITH 2X6 NO.2 SYP AT 16" O.C. 2X10 2:2 (2) 2X6 2:1 L C (2) 2X6 2:1 BALLOON FRAME WALLS UP TO "--w (3) 16" LVL B 12" CMU COLUMNS WITH (2) #5 BARS AND 3000 PSI CONCRETE, TYP 3. _ FRAMING PLAN 5 S3.01 RAFTERS. (2) 16" LVL 5 S3.01 _ ROOF PLAN a 7/16" OSB ROOF DECK. SEE CONVENTIONAL FRAMING NOTES FOR RAFTER TO TOP PLATE FASTENING. PORCH BEAM. SEE PLAN. 7 RAFTER TO BEAM 3/4 1 -0 2'-0" RAFTER EDGE OF ALL THREAD WASHER MUST BE WITHIN 3" OF THE HEADER KING STUD, TYP BOTH SIDES OF OPENING. NO.2 SYP HEADER, TYP. SEE PLANS FOR SIZE, PLIES, AND NUMBER OF KINGS AND CRIPPLES. KING STUDS & CRIPPLES: (6) 16d BETWEEN ADJACENT KING STUDS AND CRIPPLES. PLACE 1/2" ANCHOR BOLTS PER THE TYPICAL WALL SECTION. NOTES 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP PLATE. 2 TYPICAL HEADER FRAMING DETAIL 3/4 = 1 -0 7/16" OSB SHEATHING. SEE WALL SECTIONS. 2x RAFTER. SEE CONVENTIONAL FRAMING PLAN FOR SIZE AND SPACING. 2X FLATWISE OUTLOOKERS AT 24" O.C. FASTEN TO RAFTER AND WALL WITH (3) 10d TOE -NAILS. (2) 2X4 P10.2x4 PLATE. SEE WALL SECTIONS. 6 OUTLOOKER DETAIL 3/4 = V-0" 2'-0" RAFTER SPACING, MAX. SEE PLAN 7/16" OSB SHEATHING. SEE WALL SECTIONS. 2x RAFTER. SEE CONVENTIONAL FRAMING PLAN FOR SIZE AND SPACING. 2X FLATWISE OUTLOOKERS AT 24" O.C. FASTEN TO RAFTERS WITH (3) 10d TOE -NAILS. NOTCH RAFTER FOR OUTLOOKER. CUT FOR TIGHT FIT. P33/4"UTLOOKER DETAIL= 1 -0 PLAN. FASTEN BEAM WITH (2) MSTAM24, (5) TITENS INTO CMU, (9) 3 INTO LVL. 3YP TOP PLATE. FASTEN I BEAM WITH (2) 1/2"X8" BOLTS WITH. ASONRY COLUMN WITH ZS AND 3000 PSI 'E. ICAL REINFORCEMENT 0CM vr- I/11L 8/S1.01 FOR FOOTING. 3 12' CMU SECTION 3/4" = 1'-0" i SDS SCREWS AT 12" O.C. STAGGERED. MINIMUM EDGE DISTANCE = 2" MINIMUM END DISTANCE = 2" SCREW LENGTH PER TABLE: 2 -PLY: SDS25312 3 -PLY: SDS25500 4 -PLY: SDS25600 SCREWS STAGGERED EACH FACE. LVL/BEAM. SEE PLAN FOR SPECIFICATIONS. MULTI -PLY FASTENING 1-1/1" = V-0" 2X OUTLOOKERS AT 24" O.C. FASTEN TO RAFTER AND WALL WITH (3) 10d TOE -NAILS. 7/16" OSB SHEATHING. SEE WALL SECTIONS. 2x RAFTER. SEE CONVENTIONAL FRAMING PLAN FOR SIZE AND SPACING. (2) 2X6 NO. 2x4 PLATE. SEE WALL SECTIONS. SEE STUD TABLE FOR SIZE AND SPACING. 2X6 MIN. CEILING JOISTS. INSTALL PER TABLES 2X6 LEDGER. %" ALL THREAD CONNECTORS. SEE ALL -THREAD NOTES ON THIS SHEET FOR INSTALLATION SPECIFICATIONS, SPACING AND EMBEDMENT WALL SHEATHING PER SHEATHING VOTES. ?x6 NO.2 SYP PT BOTTOM PLATE. APPLY 1/2" ANCHOR BOLTS AT EACH SIDE OF 30TTOM PLATE SPLICES. )EE FOUNDATION PLAN FOR FOOTING ;PECIFICATIONS. TYPICAL STEMWALL DETAIL 3/4" = 1'-0" a Q � FRAMING NOTES AND LEGEND m0 TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, O. o w STUD MATERIAL: 2x No. 2 SPF, O. 9 w o � HEADERS: z ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS A ONE CRIPPLE, z UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROW O A F 16d (0.148" X a: w 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS NECESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT OF THEW LL IT IS IN. SEE z p ov THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. o a O HEADER NOTATION IS: w o �— NUMBER OF PLIES IN HEADE j NUMBER OF KING STUDS (2),2x6.2:1 1 } r NUMBER OF CRIPPLE STUDS w o SIZE OF DIMENSIONAL LUMB R o z SHEAR WALLS: 55 ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENT BASED ON THE w Z TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC THREADED ROD LOCATIONS SHOWN ON THE FRAMING N, AS NOTED BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOL OWNS, IF ANY, ARE NOTED ON THE PLAN. U)r� SW -#/S# SHEARWALL LOCATION �.i.. SEE DETAILS FOR FASTENE O F_ U W SHEET NUMBER Z DETAIL NUMBER W J LL SHEAR WALL DESIGNATION Z 0 Q = PORCH/GLULAM BEAMO W Q � p[ Q m INTERIOR BEARING WALL z z Z H 0 LO Z J W ,d H 1 -STORY THREADED ROD m F- m INDICATES GLAZING CLASSI ED AS END ZONE. W EZ ALL OTHER GLAZING LOCAT ON EXTERIOR OF O Z STRUCTURE WILL BE CLASSI IED AS INTERIOR U ZONE. SEE "COMPONENT AN CLADDING DESIGN (n PRESSURES," ON COVER SH ET. O m GABLE BRACING LOCATION. ABBREVIATIONS: a o 0 � ICR INTERMEDIATE CRIPPLES REQUIRED. HEADERT CRIPPLES WITH c 3:,, 3:o 3:,n SDWC15600 SCREWS. °' CL °-' o LVL 1.75" WIDE 2.0E EVEREDGE ENGINEERED LUMBE v Q MIR MIRROR. MSR MACHINE STRESS RATED LUMBER. O.C. ON CENTER. OSB ORIENTED STRAND BOARD. Q SIM SIMILAR. SPF SPRUCE PINE FIR. SPH STRUCTURAL PANEL HEADER. SYP SOUTHERN YELLOW PINE. TYP TYPICAL. UNO UNLESS NOTED OTHERWISE. CANT CANTILEVER z U^ O ._ J VERIFY OR PLACE STUD GROUP UNDER BEAM BEA NG. NUMBER OF _I ^ STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. F STEN BEAM TO LL - STUD GROUP WITH (2) MSTA24. FASTEN STUD GRO TO FOOTING ♦ R WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THRE DED ROD IS v 1 1 WITHIN 12" OF BEARING, NO LTT20B IS REQUIRED. Z w O12"x12" CMU COLUMN FILLED WITH (2) #5 BARS AND 1000 PSI CONCRETE UNDER BEAM BEARING. FASTEN BEAM POST WITH (2) MSTAM24, (5) X2-1/4 TITENS INTO CMU, (9) 10d NAI INTO LVL. 2x6 NO.2 SYP LEDGER /1/ O • FASTEN TO EACH STUD/TRUSS VERTICAL WITH 3) 1/4"X4" WOOD LL - SCREWS U- • FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4 X4" WOOD SCREWS AT 16" O.C. co N C N CONVENTIONAL FRAMING -CEILING = w¢ a. v 10 PSF LIVE LOAD, 5 PSF DEAD LOAD m c 1.00 DURATION FACTORp `o `o GRADE, U LL w SYP No.1 No.2 a) SPACING 16" 24" 16" 24 c) M N � J 2x4 11'-3" 9'-10" 10'-9" 91 -cu `n U Qi m N 2x6 17'-8" 15'-6" 16'-11" 13'-1 Q M 2 = o T_ M 'j OD 2x8 23"-4" 20'-5" 21'-7" 17'- N U) ° N o o � ca 0 2x10 26'-0" 23'-11" 25'-7" 20'- 1" O M WAYN CONVENTIONAL FRAMING - ROOF ���`,� •� •••••F'c9'p� 20 PSF LIVE LOAD, 10 PSF DEAD LOAD = C7 , 593 ; 70 _ 1.25 DURATION FACTOR ;• * ••: A J* 44i GRADE, No.1 No.2 10SYP •' �� SPACING 16" 24" 16" F 24 2x6 14'-1" 12'-3" 13'-5" 413'-1 Sheet 2x8 18'-6" 16'-2" 17'-1" 2x10 23"-2" 18'-11" 20'-3" 2x12 26'-0" 22'-6" 23'-10" S2,01 U _a f/ i l jl i SII Ito' I i f ' 1+ iL-----------------c— ---� » Oji i j li I{ it Ili 11 lil l7=r==� _= �_=-7===a--=—i===T===r=— 4- I Ill Ill1 4 ❑� it ni iil III III II Ili ll ll 5 S3.01 _ ROOF PLAN a 7/16" OSB ROOF DECK. SEE CONVENTIONAL FRAMING NOTES FOR RAFTER TO TOP PLATE FASTENING. PORCH BEAM. SEE PLAN. 7 RAFTER TO BEAM 3/4 1 -0 2'-0" RAFTER EDGE OF ALL THREAD WASHER MUST BE WITHIN 3" OF THE HEADER KING STUD, TYP BOTH SIDES OF OPENING. NO.2 SYP HEADER, TYP. SEE PLANS FOR SIZE, PLIES, AND NUMBER OF KINGS AND CRIPPLES. KING STUDS & CRIPPLES: (6) 16d BETWEEN ADJACENT KING STUDS AND CRIPPLES. PLACE 1/2" ANCHOR BOLTS PER THE TYPICAL WALL SECTION. NOTES 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP PLATE. 2 TYPICAL HEADER FRAMING DETAIL 3/4 = 1 -0 7/16" OSB SHEATHING. SEE WALL SECTIONS. 2x RAFTER. SEE CONVENTIONAL FRAMING PLAN FOR SIZE AND SPACING. 2X FLATWISE OUTLOOKERS AT 24" O.C. FASTEN TO RAFTER AND WALL WITH (3) 10d TOE -NAILS. (2) 2X4 P10.2x4 PLATE. SEE WALL SECTIONS. 6 OUTLOOKER DETAIL 3/4 = V-0" 2'-0" RAFTER SPACING, MAX. SEE PLAN 7/16" OSB SHEATHING. SEE WALL SECTIONS. 2x RAFTER. SEE CONVENTIONAL FRAMING PLAN FOR SIZE AND SPACING. 2X FLATWISE OUTLOOKERS AT 24" O.C. FASTEN TO RAFTERS WITH (3) 10d TOE -NAILS. NOTCH RAFTER FOR OUTLOOKER. CUT FOR TIGHT FIT. P33/4"UTLOOKER DETAIL= 1 -0 PLAN. FASTEN BEAM WITH (2) MSTAM24, (5) TITENS INTO CMU, (9) 3 INTO LVL. 3YP TOP PLATE. FASTEN I BEAM WITH (2) 1/2"X8" BOLTS WITH. ASONRY COLUMN WITH ZS AND 3000 PSI 'E. ICAL REINFORCEMENT 0CM vr- I/11L 8/S1.01 FOR FOOTING. 3 12' CMU SECTION 3/4" = 1'-0" i SDS SCREWS AT 12" O.C. STAGGERED. MINIMUM EDGE DISTANCE = 2" MINIMUM END DISTANCE = 2" SCREW LENGTH PER TABLE: 2 -PLY: SDS25312 3 -PLY: SDS25500 4 -PLY: SDS25600 SCREWS STAGGERED EACH FACE. LVL/BEAM. SEE PLAN FOR SPECIFICATIONS. MULTI -PLY FASTENING 1-1/1" = V-0" 2X OUTLOOKERS AT 24" O.C. FASTEN TO RAFTER AND WALL WITH (3) 10d TOE -NAILS. 7/16" OSB SHEATHING. SEE WALL SECTIONS. 2x RAFTER. SEE CONVENTIONAL FRAMING PLAN FOR SIZE AND SPACING. (2) 2X6 NO. 2x4 PLATE. SEE WALL SECTIONS. SEE STUD TABLE FOR SIZE AND SPACING. 2X6 MIN. CEILING JOISTS. INSTALL PER TABLES 2X6 LEDGER. %" ALL THREAD CONNECTORS. SEE ALL -THREAD NOTES ON THIS SHEET FOR INSTALLATION SPECIFICATIONS, SPACING AND EMBEDMENT WALL SHEATHING PER SHEATHING VOTES. ?x6 NO.2 SYP PT BOTTOM PLATE. APPLY 1/2" ANCHOR BOLTS AT EACH SIDE OF 30TTOM PLATE SPLICES. )EE FOUNDATION PLAN FOR FOOTING ;PECIFICATIONS. TYPICAL STEMWALL DETAIL 3/4" = 1'-0" a Q � FRAMING NOTES AND LEGEND m0 TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, O. o w STUD MATERIAL: 2x No. 2 SPF, O. 9 w o � HEADERS: z ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS A ONE CRIPPLE, z UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROW O A F 16d (0.148" X a: w 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS NECESSARY TO MAKE THE HEADER THICKNESS EQUAL TO THAT OF THEW LL IT IS IN. SEE z p ov THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. o a O HEADER NOTATION IS: w o �— NUMBER OF PLIES IN HEADE j NUMBER OF KING STUDS (2),2x6.2:1 1 } r NUMBER OF CRIPPLE STUDS w o SIZE OF DIMENSIONAL LUMB R o z SHEAR WALLS: 55 ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENT BASED ON THE w Z TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC THREADED ROD LOCATIONS SHOWN ON THE FRAMING N, AS NOTED BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOL OWNS, IF ANY, ARE NOTED ON THE PLAN. U)r� SW -#/S# SHEARWALL LOCATION �.i.. SEE DETAILS FOR FASTENE O F_ U W SHEET NUMBER Z DETAIL NUMBER W J LL SHEAR WALL DESIGNATION Z 0 Q = PORCH/GLULAM BEAMO W Q � p[ Q m INTERIOR BEARING WALL z z Z H 0 LO Z J W ,d H 1 -STORY THREADED ROD m F- m INDICATES GLAZING CLASSI ED AS END ZONE. W EZ ALL OTHER GLAZING LOCAT ON EXTERIOR OF O Z STRUCTURE WILL BE CLASSI IED AS INTERIOR U ZONE. SEE "COMPONENT AN CLADDING DESIGN (n PRESSURES," ON COVER SH ET. O m GABLE BRACING LOCATION. ABBREVIATIONS: a o 0 � ICR INTERMEDIATE CRIPPLES REQUIRED. HEADERT CRIPPLES WITH c 3:,, 3:o 3:,n SDWC15600 SCREWS. °' CL °-' o LVL 1.75" WIDE 2.0E EVEREDGE ENGINEERED LUMBE v Q MIR MIRROR. MSR MACHINE STRESS RATED LUMBER. O.C. ON CENTER. OSB ORIENTED STRAND BOARD. Q SIM SIMILAR. SPF SPRUCE PINE FIR. SPH STRUCTURAL PANEL HEADER. SYP SOUTHERN YELLOW PINE. TYP TYPICAL. UNO UNLESS NOTED OTHERWISE. CANT CANTILEVER z U^ O ._ J VERIFY OR PLACE STUD GROUP UNDER BEAM BEA NG. NUMBER OF _I ^ STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS. F STEN BEAM TO LL - STUD GROUP WITH (2) MSTA24. FASTEN STUD GRO TO FOOTING ♦ R WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF THRE DED ROD IS v 1 1 WITHIN 12" OF BEARING, NO LTT20B IS REQUIRED. Z w O12"x12" CMU COLUMN FILLED WITH (2) #5 BARS AND 1000 PSI CONCRETE UNDER BEAM BEARING. FASTEN BEAM POST WITH (2) MSTAM24, (5) X2-1/4 TITENS INTO CMU, (9) 10d NAI INTO LVL. 2x6 NO.2 SYP LEDGER /1/ O • FASTEN TO EACH STUD/TRUSS VERTICAL WITH 3) 1/4"X4" WOOD LL - SCREWS U- • FASTEN TO BAND BOARD WITH (3) ROWS OF 1/4 X4" WOOD SCREWS AT 16" O.C. co N C N CONVENTIONAL FRAMING -CEILING = w¢ a. v 10 PSF LIVE LOAD, 5 PSF DEAD LOAD m c 1.00 DURATION FACTORp `o `o GRADE, U LL w SYP No.1 No.2 a) SPACING 16" 24" 16" 24 c) M N � J 2x4 11'-3" 9'-10" 10'-9" 91 -cu `n U Qi m N 2x6 17'-8" 15'-6" 16'-11" 13'-1 Q M 2 = o T_ M 'j OD 2x8 23"-4" 20'-5" 21'-7" 17'- N U) ° N o o � ca 0 2x10 26'-0" 23'-11" 25'-7" 20'- 1" O M WAYN CONVENTIONAL FRAMING - ROOF ���`,� •� •••••F'c9'p� 20 PSF LIVE LOAD, 10 PSF DEAD LOAD = C7 , 593 ; 70 _ 1.25 DURATION FACTOR ;• * ••: A J* 44i GRADE, No.1 No.2 10SYP •' �� SPACING 16" 24" 16" F 24 2x6 14'-1" 12'-3" 13'-5" 413'-1 Sheet 2x8 18'-6" 16'-2" 17'-1" 2x10 23"-2" 18'-11" 20'-3" 2x12 26'-0" 22'-6" 23'-10" S2,01 Newbern Porches & Balconies Cabana Massing & Walls Plan Notes - 465 Inland Way, Atlantic Beach, FL - Ind( p y xp ora on report. e 7. Reinforce CMUs vertically by filling cores from footing to top of wall w/grout ambient project conditions. All finish lumber, 11. Coordinate with electrician concerning items requiring electrical service such as Engineer shall be notified joint is approximately -half -way between design extremes. Use flexible open -cell project tuber, trim, moldings &millwork shall g fed if soil conditions encountered differ from the noted & rebar. Reinforce CMUs @ corners by filling all such cores from footing to o water coolers, sensor flush valves &water heaters. Coordinate service & assumptions. All requirements for site preparation and These drawings may not correlate polyurethane foam backer rods at all butt joints to create a sealant joint no g g have a moisture content of 12/0 or better. P q p p soil compaction specified in the g Y to to any in -field thicker than 1/2 the width of theJ joint but in no cases thinner than 1/8" or top of wall w/grout & rebar. Reinforce CMUs within 16" of beam or girder 2. Exterior soffits shall be vented vinyl. ampacity required. soils report shall be followed unless morestringent uestions should be reported s Y p requirements are specified m these q p rted to the Architect as f bearing or other concentrated loads by filling all such cores from footing to top 12. Provide expansion valves & pressure relief valves & drain lines from water plans. thicker than 3/8". Lap joint depth shall be no greater than 1/2 the width of the F joint. of wall w/grout & rebar at each core. Reinforce 1 CMU core under each end of heaters. Route drain lines down to floor drain or utility sink in utility room or ' Q T bond beams by filling all such cores from footing to top of wall w/grout & rebar ELECTRICAL PLAN NOTES other non-public areas where overflow would be noticed by homeowner. If line CX, Cabinets Furniture is run to exterior extend l' al d ' " S uare Foota e at each core. Reinforce all openings in CMU. walls larger than 12" in any.. ll h q g Title Sheet & Specifications Existing & Demo Site Plan New Site Plan Site Plan Area Calculations C bana Floor Plan, Roof Plan & Detail bana Elevations & Building Sections Wall Sections & Details cations, any discrepancies or possible for resolution. Porches & Balconies 1. Massing & Walls Plan Notes No alarm. Mech. Elec. & Plumbing Systems Pro Pect Information J GENERAL CON TIONS COLUMNS opening. Reinforcing bars shall be ASTM A-615 Grade 60 or better, refer to joint compound. Sand between coats and after the final finish coat. 2. are in question, the electrician shall be responsible for obtaining clarification 13 Provide pressure reducing valve as required for proper operation of the system. New Cabana P Y 500 s ft q & install as required. process in closed cylinder & shall be kiln -dried after treating. Wall tile shall be installed over Georgia-Pacific Dens -Shield tile backer board or 3. CONCRETE MASONRY UNITS ELEVATION NOTES before continuing ` PLUMBING i Verify water pressure at meter to determine necessity of reducing valve. New Pool &coping 1. All exterior columns will be CMU as per Engineering. 1. Do not scale drawings. Use only dimensions shown on drawings. If dimensions la vertical reinforcing 24" minimum. Install bond beam course p g w/1 #5 continuous @ top of all CMU retaining walls & above all door & 2. conditions Drawings at jobsite. are diagrammatic only. Furnish all conduit, wiring, panels, breakers, DESIGN CRITERIA: New pool avers Seal to wall, floor or countertop around all fixtures with tub &tile sealant to p p p shall laid according to Owner or Architect. Small bullnose trim shall be used � 1,736 sq ft 1. All structural information shown is for re 1. reference purposes only. A local licensed Do not scale Drawin s. Use g s only dimensions shown on drawings. If dimensions 1. - System shall be designed m accordance with all applicable codes, standards & pp Classification: Building Classification. Residential A0.1 L BEAMS work is to be performed. Shop drawings shall indicate the species, sizes &stress structural engineer shall design to actual site conditions & design all structural are in question, the builder shall be obtain clarification before continuing with continuing with construction. Builder shall verify all dimensions & conditions at requirements of local utility officials. Design engineer shall prepare calculations g p P Building Type: 'I pe V Construction is shown or specified. 16. Install shower heads 80" OC AFF @wall penetration unless directed otherwise elements such as footings, foundation walls & slabs. construction. Builder shall verify all dimensions & conditions at jobsite. by Federal Copyright Laws. Any use of _ for pipe & equipment sizing, accessory arrangement, etc., and shall prepare final 8. jobsite. A1.1 3. These drawings 2. 2 All masonry shall be aid plumb, true and square w/filled joints. All walls shall be Finished grade lines shown are approximate. Verify that finished grade slopes roll -apply any paint on trimwork or other wood. Trim shall be brush -applied drawings accordingly. beyond the use authorized by Sherro Al2 1. Wood beams shall be #1 Common grade pressure -treated pine or better. � p P 8. adequately braced until securely tied to the structure. No work shall be done �� g p away from building for at least 48 outside building perimeter. Builder shall 2. Furnish all piping, fittings, accessories, etc. for complete installation. ( A1.3 2. .:Beams supporting masonry shall. be limestone or reinforced concrete, or precast lintel as per engineering. 9 kitchen equipment sizes w/homeowner before ordering cabinets. subject to freezing conditions. All exposed work shall be brush -cleaned to be establish finish floor elevation in consultation with homeowner. Builder shall take into account design intent, including number of steps, water table masonry, g g p 3. Insulate all domestic water supply pp y lines'in uninsulated spaces w/tubular foam Unless otherwise noted, project site considerations shall be the P J respon 'biliry of the owner and/or contractor. Exam les of items include, but p A2.1 by roof deck manufacturer to allow for expansion & contraction of roof deck. 3. free of surface mortar. All masonry work below finish grade shall be filled with grout. This includes all ' etc. Builder shall also assure that there is adequate clearance between finish grade & completely filled as the masonry units are laid. Maximum allowable joint insulation. Insulation shall be of self-sealing type or shall be taped closed w/foil-faced tape. such f be limited to, shalllements determination of rade elevations drainage feature g g s, and special req associated System shall be designed in accordance with all applicable codes, Purlins shall be 2x4s 16" OC. Provide 2x6 rafter ties at all locations where SEALANT NOTES cores, cavities & other spaces. 3. any wood construction. See detail:; for exterior materials not shown here. 4• Cleanouts shall extend to surfaces or shall be provided w/access doors or similar with FEMA flood hazard and/or DEP zones. A3.1 standards & requirements of local utility officials. Deviations from the concepts 4. Newly laid masonry shall not be disturbed in any manner. Any section which 2. devices. Cap all pipe to be left open overnight & protect pipe during installation The contractor is responsible for the means and methods of construction. It i nos s the A9.1 1. Use materials appropriate to the application for maximum life and optimum shown on has been disturbed before mortar has set shall be completely removed & re-laid. Protect from SIDING NOTES Bath accessories are generally not shown anywhere on plans, but should be from dirt, gravel & other debris which might cause blockages or flow restrictio g g ns. contractor's sole responsibility to determine p y e the procedure, sequence, and temporary Local Ordinances: Atlantic Beach, Fl .appearance. All joints. should be sound, clean, dry &free. of contaminants. of masonry in vertical reinforcing in lifts as per engineering. masonry work moisture and temperature changes at the end of engineer g 5. Center all factures in space allocated unless noted otherwise. bracing as to insure the safety of the building and its component parts during construction. Caulking or sealant should be applied in accordance with spec data sheets and , esidential 6th edition each day's work. Verify masonry wall reinforcement & turn u equal quantity & sizes of rebar out p q q �' 6. Lead solder isnot allowed. etc., and shall prepare final drawings accordingly. � gP 2. Install toilet paper holder 24" OC AFF & minimum 36" OC from w p all behind manufacturer's specific recommendations. Colors shall be selected b Y 5. Concrete masonry units shall be sound, dry, clean & free from cracks. CMUs 1• All exposed CMU shall be Stucco finished. .d. 7. Closely coordinate work with all other trades. Y Maintain ceiling heights &pipe The contractor shall verify all conditions and dimensions at th' job site prior � J p r to Install GFCI outlets as required by applicable codes. These areas include homeowner from manufacturer's standard colors. Caulkingor sealant shall be toilet (1 per toilet). shall be Grade A units conforming to ASTM C-90. CMUs shall be laid running 2. g All siding shall be installed as per Manufacturers instructions. 2017 Florida Plumbing Code Residential spaces p provided. commencing work. i from wall into footing. installed so that finish surface is smooth, even & regular. in a bathroom, kitchenette, or other area where running water is g bond using full & half -blocks unless noted otherwise. Saw -cut blocks if Install 18" towel bar in tub on wall opposite shower 60" OC AFF 1 per pp @ ( p 8. All valves, cleanouts & control devices shall be accessible for operation & Electrical rcal Code. 2018 National Electrical C e 2. Caulking shall be installed at interior dry joints between dissimilar materials as 5. non -modular dimensions are required. q TRIMWORK NOTES 4. maintenance through access doors or panels manufactured for such purposes. The contractor shall supply, locate, and build into the work all inserts anchors angles, It is the builder's responsibility to assure th all manufactured articles, material required. 6. CMU bearing walls shall be minimum 8" thick, &shall be reinforced as per backup 9. Soil & vent stacks shall have cleanouts as indicated on Drawings and/or as plates, openings, sleeves, hangers, slab depressions, or other co onents as may be 3. Sealant shall be installed at exterior or damp interior joints between dissimilar cabinet -grade AA fir plywood. All t g p y totally concealed wood framing shall be #2 Engineering drawings. Typical horiztonal ladder type reinforced alvaniced 16" g detector w/homec required b applicable q y pp codes for proper maintenance. required to attach and accommodate other work. shower). Job site � drainage. J i e built recessed shower niche tiles shall slope slightly for drainage. materials as required. Prime all substrates w/primer as recommended by manufacturer of sealant. Apply sealant from the bottom up. Apply sealant when cted by the manufacturers, unless all follow 1. OC• All finish work shall be executed by qualified subcontractors, and shall be filled, sanded smooth and read for finishes. Trim materials should be to to Y m ered 10. Coordinate placement of all dram P- s with flooring subcontractor. , A It is owners and/or contractor's res onsibilit t p o obtain a soils e f tTh 6. Ind( p y xp ora on report. e 7. Reinforce CMUs vertically by filling cores from footing to top of wall w/grout ambient project conditions. All finish lumber, 11. Coordinate with electrician concerning items requiring electrical service such as Engineer shall be notified joint is approximately -half -way between design extremes. Use flexible open -cell project tuber, trim, moldings &millwork shall g fed if soil conditions encountered differ from the noted & rebar. Reinforce CMUs @ corners by filling all such cores from footing to o water coolers, sensor flush valves &water heaters. Coordinate service & assumptions. All requirements for site preparation and These drawings may not correlate polyurethane foam backer rods at all butt joints to create a sealant joint no g g have a moisture content of 12/0 or better. P q p p soil compaction specified in the g Y to to any in -field thicker than 1/2 the width of theJ joint but in no cases thinner than 1/8" or top of wall w/grout & rebar. Reinforce CMUs within 16" of beam or girder 2. Exterior soffits shall be vented vinyl. ampacity required. soils report shall be followed unless morestringent uestions should be reported s Y p requirements are specified m these q p rted to the Architect as f bearing or other concentrated loads by filling all such cores from footing to top 12. Provide expansion valves & pressure relief valves & drain lines from water plans. thicker than 3/8". Lap joint depth shall be no greater than 1/2 the width of the F joint. of wall w/grout & rebar at each core. Reinforce 1 CMU core under each end of heaters. Route drain lines down to floor drain or utility sink in utility room or ' Q T bond beams by filling all such cores from footing to top of wall w/grout & rebar ELECTRICAL PLAN NOTES other non-public areas where overflow would be noticed by homeowner. If line CX, Cabinets Furniture is run to exterior extend l' al d ' " S uare Foota e at each core. Reinforce all openings in CMU. walls larger than 12" in any.. ll h q g Title Sheet & Specifications Existing & Demo Site Plan New Site Plan Site Plan Area Calculations C bana Floor Plan, Roof Plan & Detail bana Elevations & Building Sections Wall Sections & Details cations, any discrepancies or possible for resolution. 4. Sheetrock accessories shall be equal to USG. All exposed corners and gypsum direction w/rebar at all sides of the opening. Extend bars 24" past corners of 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions No alarm. ine nonce e in wa s to wit m 18 of finish grade & terminate with 90' elbow pointed down. �, GENERAL CON TIONS MILLWORK opening. Reinforcing bars shall be ASTM A-615 Grade 60 or better, refer to joint compound. Sand between coats and after the final finish coat. 2. are in question, the electrician shall be responsible for obtaining clarification 13 Provide pressure reducing valve as required for proper operation of the system. New Cabana P Y 500 s ft q & install as required. process in closed cylinder & shall be kiln -dried after treating. Wall tile shall be installed over Georgia-Pacific Dens -Shield tile backer board or 3. Engineering. Extend hook bars of same size as vertical reinforcing into footing & outlets may not be shown. Verify computer network requirements 4• before continuing ` with construction. Builder shall verify al g y 1 dimensions & 14. Verify water pressure at meter to determine necessity of reducing valve. New Pool &coping 784 sq ft 1. These Plans are the property of Michae L. Sherrod /Sherrod Drawings, g 1. Do not scale drawings. Use only dimensions shown on drawings. If dimensions la vertical reinforcing 24" minimum. Install bond beam course p g w/1 #5 continuous @ top of all CMU retaining walls & above all door & 2. conditions Drawings at jobsite. are diagrammatic only. Furnish all conduit, wiring, panels, breakers, 15. New pool avers Seal to wall, floor or countertop around all fixtures with tub &tile sealant to p p p shall laid according to Owner or Architect. Small bullnose trim shall be used � 1,736 sq ft produced under the direction of New Le Construction, any discrepancy to are in question, the builder shall be responsible for obtaining clarification before window U � disconnects, accessories, etc. for complete installation whether or not every item L match color of fixture unless noted otherwise. work is to be performed. Shop drawings shall indicate the species, sizes &stress shall be applied after the priming coats are dry on surfaces scheduled for painting these plans shall be directed directly to the ontractor. These Plans are protected continuing with construction. Builder shall verify all dimensions & conditions at openings. or enameling. Filler shall be tinted to match woodwork on all stained or is shown or specified. 16. Install shower heads 80" OC AFF @wall penetration unless directed otherwise by Federal Copyright Laws. Any use of he information contained herein 8. jobsite. Consult with the structural engineer if CMU walls will be required to act as 3. These drawings are intended as general guidelines for purposes of establishing V 0 m by homeowner. roll -apply any paint on trimwork or other wood. Trim shall be brush -applied .._ beyond the use authorized by Sherro Drawings, or any duplication, 2. Field -verify all dimensions before beginning millwork fabrication. Verify all retaining walls. Backfill after first floor is set. 8. certain minimum criteria, & do not necessarilyrepresent the final layout, P Y OSB is NOT allowed. the finish coat(s). publication, sale or distribution of any p t of these Plans without the prior 9 kitchen equipment sizes w/homeowner before ordering cabinets. Mortar shall be freshly prepared and uniformlymixed. All mortar joints shall be J arrangement, ' size, brand name, capacity or other characteristic of the engineered BATH ACCESSORIES by roof deck manufacturer to allow for expansion & contraction of roof deck. written ri ten consent of Sherrod Drawings. re esents a violation of Federal Laws 3. .All cabinet dimensions shown on floor plans or elevations are. to primary surface completely filled as the masonry units are laid. Maximum allowable joint system. System shall be designed in accordance with all applicable codes, Purlins shall be 2x4s 16" OC. Provide 2x6 rafter ties at all locations where subject to the prescribed penalties. of cabinet. Countertops typically overhang these dimensions & kickspaces spacing for CMU shall be 5/8" P g standards & requirements of local utility officials. Deviations from the concepts 2. All work is to be in accordance with t latest codes: 10. underhthem. Grout shall be freshly mixed of fluid consistency and uniformly mixed. Fill cells shown on these Drawings should be supported by design calculations. Design 1 Bath accessories are generally not shown anywhere on plans, but should be Local Ordinances: Atlantic Beach, Fl 4. Provide pre Provide pr closures, trim or moldings required to fit walls or of masonry in vertical reinforcing in lifts as per engineering. engineer g shall prepare calculations for p p r loading &equipment sizing, accessory installed as noted below. Homeowner n r shall select and install accessories. Building Code. 2017 Florida Building Cod , esidential 6th edition lfinished 11. n 5. Builder shall provide adequate wood blocking in walls to secure millwork, millfurriwork, Verify masonry wall reinforcement & turn u equal quantity & sizes of rebar out p q q �' arrangement, etc., and shall prepare final drawings accordingly. � gP 2. Install toilet paper holder 24" OC AFF & minimum 36" OC from w p all behind � 2017 Florida Mechanical Code Residential shelves, fixtures, mirrors, grab bars &toilet accessories required to walls. of footing at locations for wall reinforcement so that reinforcement is continuous 4• Install GFCI outlets as required by applicable codes. These areas include toilet (1 per toilet). 2017 Florida Plumbing Code Residential es 6. See Finish Schedule for wall, base, floor &other finishes. from wall into footing. receptacles p in a bathroom, kitchenette, or other area where running water is g 3. Install 18" towel bar in tub on wall opposite shower 60" OC AFF 1 per pp @ ( p Electrical rcal Code. 2018 National Electrical C e 12. 7. .All materials shall be mo' -resistant resistant in countertops w/sinks, lavatories or 13. Exposed CMU joints shall be struck flush &sponged smooth. Maximum joint 5. present of Install ha: areas exposed to the weather. desired combined carbon dioxide and smoke detectors with battery 4. bathtub). ) " 3. It is the builder's responsibility to assure th all manufactured articles, material other plumbing. Plywood to be covered w/plastic laminate shall be CMU J 5/8" backup o� .all floors. Interconnect detectors so that all will sound should one Install 24" towel bar outside t ub or shower @ 48 OC AFF (1 per tub or and equipment are applied, installed, c nnected erected, used, cleaned, cabinet -grade AA fir plywood. All t g p y totally concealed wood framing shall be #2 WALL FRAMING detector w/homec activate. Verify number of smoke detectors required &.locations &code I 5. shower). Job site � drainage. J i e built recessed shower niche tiles shall slope slightly for drainage. adjusted, operated and conditioned as di herein specified to the contrary. Builders cted by the manufacturers, unless all follow southern yellow pine. 8. Sections and details shown may not cover all cabinet conditions, but are areas Just owner requirements. Detectors shall be installed in all sleeping outside bedrooms as a minimum. 6. Provide blocking in walls for all bath accessories. ` 1 l all instructions to sustain and preserve all expressed or implied warran es and guarantees. intended instead to indicate the .general design and character of the cabinets. In 1. All structural members shall be size d to carry all imposed .loads by structural 6. Some e q iii pment shown on other plans may require electrical service, such as T 4. �, , It is the builder's r s responsibility to check all lan dimensions &details for overall cases where no detail is shown, use most similar condition detailed and modify engineer. water heaters, condensing units, air -handling units, condensate pumps, etc. LIGHTING ` accuracy appropriate to the site &final Bele ion of masonry, floor joists, lumber, for cabinet elevation shown. 2. Wall framing &bloc' = i shall be white me, spruce, or fir, stud grade or better. g g p p Electrician shall include electrical service to all such equipment. Coordinate with structural members, veneer, roofing, etc. ames of materials & manufacturers 3. ° All framing &blocking lumber shall be kiln -dried to a moisture content of 19/0 better. other trac'.es am acit p Y concerning items requiring electrical service. Coordinate service & re uired. Provide one duplex outlet &one light if unit is in q p 1. Light fixtures shall be located as close as possible to locations shown on plan. shown on these Plans do not represent an P Y ndorsement or re commendation by 4. or All wood in contact w/concrete, earth, masonry, or in a moist location shall be area for non -lit evy ercondensing unit &every g required y air -handling unit as re i b Fixtures shall align with or center on each other or with ad adjacent architectural Jd 5. Sherrod Drawings. gs Final selections of materials to be used are e resonsibilit p y of the homeowner pressure -preservative -treated with awater-borne preservative applied by vacuum applicable weather. .codes. Outlet shall be weatherproof GFCI if unit is exposed to elements. Coordinate locations of light fixtures with HVAC grilles so that they align with or are at least symmetrical with each other where there may be and/or builder, including, not limite g to proper installation ' p p installation of materials, process in closed cylinder &shall be kiln -dried after treating. 7. Obtain name late rating of all equipment before roughing m & provide wiring p gg g P g Y conflicts.. Grilles & registers shall be blocked as required so that the align with g q Y g nailing, gluing, caulking, insulating, flashin , roofing, weatherproofing & many 5. Wood blocking shall be solid &shall match the depth of the primary framing of proper size, voltage &ampacity. Provide fused or non-fused disconnect light fixtures Light fixture &switch locations shall be reviewed approved pP by other r small items & details not necessaril indicated on the Plans over which members. Provide blocking in wall to secure mounted millwork shelves, switch as .required. Owner or Interior Designer before installation of sheetrock or other & Sherrod Drawings. has no control or respon bility. fixtures, mirrors, toilet accessories & other items requiring a permanent 8. Provide panelboards of proper voltage & ampacity for all electrical circuits. More wall ceiling finishes. 6. These plans provide ideas & concepts & ar not intended to be complete in all attachment to the wall. than one panel may be .required due to number of circuits required. Provide a 2. Center items shown in ceiling areas unless noted otherwise. respects &details of weatherproofing. Use f a potential variety of window or 6. Interior walls shall be 2x4 studs (3 1/2" thick) &exterior walls shall be 2x6 studs minimum. of 8 spare circuits 3. Coffer dimensions are shown to face of framing unless noted otherwise. door brands & types & use of different ' aterials & thicknesses can change (5 1/2" thick) unless noted otherwise. Exterior walls of garages &other 9. Verify sewice locations requirements with local power company including transformer 4 Switches shall be located adjacent to but not intersecting door eosin o r trim. J details. Additionally, varying codes & reg ations, foundation requirements & _ 7. unheated areas shall be 2x4 studs unless noted otherwise, see drawings. Headers shall be sized by structural engineer to meet all local live &dead load other details &types, disconnects at exterior of building, voltages, ampacities & of electrical construction. Size all feeders according to NEC g g g Verify trim size &selection for each room. Grouped switches shll be ganged P g g 7. electrical & mechanical plans can also chang , It is the builders responsibility to assure tha details. all work is in strict accordance requirements. Install minimum 3 studs @beam bearing points unless noted 10. requirements Run all cable concealed in walls, ceilings or floors unless noted otherwise. tight together& shall be covered with a single late designed for that purpose. gg P g p p Switches shall typically be mounted 44" AFF to center of switch. the latest edition of all applicable National, with ate, and Local Building Codes. It is _ 8. otherwise. Exterior structural hardware/connectors- shall be galvanized, see engineering for 11. Support all fixtures & other items rigidly from structure of building. 5• Support all fixtures rigidly from structure of building. the builder's responsibility to assure that all latest edition of all applicable Construction ork is in strict accordance with the andards. project specific connectors &fasteners 12. GFCI receptacles standard receptacles may be laid out so that one GFCI receptacle protects other beyond it if there is at least one GFCI receptacle in a room 6. 7• Verify device & plate colors with Owner or Interior Designer. All fluorescent lamps shall be wane white deluxe. 8. Names of materials & manufacturers shown n these Plans do not represent any and if they can all be on the same circuit. 8. All. light factures &bulbs shall be LED, Owner to select. endorsement or recommendation by Sh rod Drawings. Final selections of FINISHES 13. Insulate 8: seal solidly behind receptacles in exterior walls. materials to be used are the responsibility f the homeowner and/or builder, 14, Kitchen equipment equipment service may not be shown on plan. Verify whether be 7 CEILING ATTIC & ROOF FRAMING including, but not limited to proper pasta ation of materials, nailing, gluing, g caulking, insulating, flashing, should hardwired or requires an outlet &, connect as required. roofing, w g g ther roofing many other small p 1. Wallboard &ceiling board shall be screw -attached 1/2" drywall. Provide circuits sized as required for load. items & details not necessarily indicated on he Plans over which has no control 2. Wallboard @ the shall be equal to Georgia-Pacific Dens -Shield tile backer board. 1. All structural members shall be sized to carry all imposed loads by a structural or responsibility. Sherrod Drawings shal ' not be held liable for any errors, 3. Wallboard @damp areas shall be equal to screw -attached 1/2" moisture resistant board @all areas exposed to high humidity levels AUXILIARY SYSTEMS engineer or other individual acceptable to state &local authorities. omissions, or deficiencies in any form b a Y party whatsoever for these P tY various gypsum such as bathrooms. C �li & f f bl details. 4. Sheetrock accessories shall be equal to USG. All exposed corners and gypsum 2. ei ng roo rarrung & ocking shall be 7+2 KD southern yellow pine. All framing & blocking lumber shall be kiln -dried to a moisture content of 19% board edges shall have appropriate metal accessories. Sheetrock joint treatment 1. No alarm. systems are shown. Verify alarm requirements with homeowner & or better. materials shall conform to ASTM c476-64. Tape all joints & apply 3 coats of install as required. 3. All in contact w/concrete, earth, masonry, or in a moist location shall be joint compound. Sand between coats and after the final finish coat. 2. Telephone outlets may not be shown. Verify telephone requirements with pressure -preservative -treated with a water -borne preservative applied by vacuum 5. Tile showers shall be constructed to at least the following minimum standard: homeowner & install as required. process in closed cylinder & shall be kiln -dried after treating. Wall tile shall be installed over Georgia-Pacific Dens -Shield tile backer board or 3. Computer outlets may not be shown. Verify computer network requirements 4• Wood blocking shall be solid & shall match the depth of the primary framing equal and shall be installed to an elevation of 72" or higher as required to with homeowner & install as required. members. produce full (uncut) tile throughout the height of the wall. The floor shall be 4• by Cable TV homeowner outlets may not be shown. Verify cable TV requirements with 5. Roof trusses shall be designed, fabricated &erected in accordance w/the prepared grouting to slope to drain over a waterproof membrane. Floor tile & install as required, Design Specification for Light Metal Plate Connection Roof Trusses" the shall laid according to Owner or Architect. Small bullnose trim shall be used 6. of Truss Plate Institute. Truss manufacturer shall provide engineering design & at all edges. ed 6. Remove all rust, grease &installation marks from surfaces to be painted. Fill and U � shop drawings which bear the seal of a registered engineer in the state in which sand all woodwork with an appropriate filler before beginning work. Filler coats L U work is to be performed. Shop drawings shall indicate the species, sizes &stress shall be applied after the priming coats are dry on surfaces scheduled for painting 0 o U grades of lumber, metal connector plate sizes &types &, bearing &anchorage or enameling. Filler shall be tinted to match woodwork on all stained or U details. Truss manufacturer shall submit supporting design documents which natural -finish surfaces. All knots, pitch pockets & sap streaks shall be shellacked indicate loading, section modulus, assumed allowable stress, stress diagrams, before paint is applied. All finished surfaces shall be left smooth, even & free a" o e calculations & any other required supporting information, which is for file from defects. Brushwork shall show even coatings free from brushmarks. Do not V 0 m purposes only as the Architect shall not be responsible for checking calculations. roll -apply any paint on trimwork or other wood. Trim shall be brush -applied .._ 7. Any hip or valley rafter over 28' long shall be Laminated Veneer Lumber. only. No paint shall be applied to wet or damp surfaces or until undercoat is dry. 8. Roof sheathing shall be 5/8" Exposure plywood and nailed as per engineering. Coverage shall be complete so that no primer or substrate may be seen through OSB is NOT allowed. the finish coat(s). 9. Hold roof deck panels apart as recommended by decking manufacturer. 10. Hold roof deck panels away from items penetrating roof deck as recommended by roof deck manufacturer to allow for expansion & contraction of roof deck. 11. Hip rafters, ridge boards, & valley rafters shall be one size larger than rafters. 12. Purlins shall be 2x4s 16" OC. Provide 2x6 rafter ties at all locations where ceiling joists run perpendicular to rafters. ct 1 U) 0 0) LO U C U � � o L U 0 U 12 0 o U C U m a" o e 0 U 0 m ` V 0 m .._ ct 1 R QQo In' A— — — - t Area Calculations Existinor Site Plan V) O O V) .j N 0) LO N U C U i c O U i f6 O U 0 � O U c o � U c am, o 0 = O 0 m W O C[l o� S 88° 18'421, P i Asa Bio, Site Plan Not S 1. 'This drawing is based on a boundary and/ r topographic survey made by Associated Land Surveyors , INC. of Jackso Ville. See site survey for existing conditions not shown on this plan. 8.30 /o 2. Contractor shall establish finish floor elevation. 3. Building layout dimensions are shown to ou ;ide face of foundation wall. See Floor Plans for clarification. 4.13%'. 4. Work shown is new unless specifically noted a existing. 5. The General Contractor shall verify all prope lines, easements, dimensions & setback requirements w/the appropriate depart lent of Jacksonville Beach, FL . 6. Construction materials, equipment & procedt es shall be in general accord with the Florida Department of Transportation "St ridard Specifications for Highway 7. Constructions", latest edition, as modified by t hnical specifications. 8. Silt fence will be provided along property ne in best place for the erosion control 9. Do not scale Drawings. Use only dimensions lown on drawings. If dimensions are in question, obtain clarification before connuing with construction. Builder shall verify all dimensions & conditions at jobsi 10. All run off must remain on-site during constru ion. 11. Roll off container must be on City approved I t. Container cannot be placed on City right-of-way. it Area Calculations Site Plan AT.2 0 4' 8' 12' 16' 20' 24' 28' 32' Area Calculations ions 100.00% 17.39% 8.30% 0.28% 25.97% Sq Ft. ercent Impervious 18961 100.00% 3298: 17.39% �..... ,. .,.......,.,... �._._.� ., ._� .., 1574' 8.30 /o s, steps)..... 53, ,.:.0.280/o 500 2.64% 784 4.13%'. 1736 9.16% 7945 .,........ . 41.90% V � .� A1.2 O i COMMUNITY DELOPMENT APPRO ED .� A1.2 O Q) c 0 .j N 0) LO N U C U � O L U O ' U C O L 0 o c U c o m o o m to O o m U O O M .� A1.2 O oaA . —1- 3 Site Plan Area Calculations ;;8„ 1 _0 0 4' 8' 12' 16' 20' 24' 28' 32' I t Area Calculations Sq Ft } P cent Impervious 18961 ........... , 100.00% , U N 3298 , 17.39%' U 15748.3 ° f O Is, steps) ?.,�....,_ ... 53 0 28% $....,.. .. _,...._.�. 25.97%' c� krea Calculations ��- d- Sd Ft wP centIm e p rvious 18961 100.00% 3298 17.390 1574 8 30% t steps) ................: 53 0.28% 500 2.64% 7 84; _.... 4.13% 1736 9.16% ., 7945 41.90% COMMUNITY D VELOPMENT . v L v COMMUNITYVELOPMENT APPR VED A1.3 O I U N m U C c� O c� N d- LO N d c U i � O U E O U O U c � � U -a .Z3 6 0 Z3 CJ . 0 O , U) O m \\ A1.3 O I U N m U C c� c� LO co d- A1.3 O I 2' of plate except 1/4 cup per 2' of plate in walls adjacent to kitchen, bath or other wet or food storage areas. Boric acid shall be installed immediately before I. Do not scale Drawings. Use only dimensions shown on drawings, If dimensions installation of insulation in insulated walls or immediately before installation of are in question, the roofer shall be responsible for obtaining clarification before wall finish in uninsulated walls; Walls with exposed cavities do not need to be continuing with construction. Builder shall verify all dimensions & conditions at treated with boric acid. jobsite. 12. Prefabricated fireplaces and flues shall be UL approved and installed as per 2. See Floor Plan for building dimensions. manufacturer's specifications and accepted construction practice. It is the 3. Begin metal roofing w/full panel at most visible edge of roof unless seams are builder's responsibility to assure that all applicable codes regarding fire separation, shown on elevations to align with exposed rafter tails or dentils below, in which use of materials & other fireplace criteria are met or exceeded. Builder shall case roof panel installation shall conform with elevations. Begin shingle roofing coordinate flue height to match chimney height shown on elevations. w/full shingle at most visible edge of roof. 15. If gypsum board is used, install moisture -resistant gypsum board in restrooms & 4. Roof penetrations are permitted only in the areas noted. Route all vents, other rooms where water is present. exhausts, flues & other penetrations to these areas & terminate as per code. 16. Builder shall coordinate all shelving & storage requirements with homeowner. 5. All roofing and roofing details shall be installed in strict accordance with industry 17. Center plumbing fixtures in space provided unless noted otherwise. Provide not standards and manufacturer's instructions. No work shall conflict with the A3. 1 Tess than the following clearances from finish wall to fixture on either side: manufacturer's guarantee or warranty. Lavatory: 15". Toilet: 18". 6. Provide flashing as per details or as per SMACNA if no details are shown where roof pitch changes or where roofing intersects with vertical surfaces. FT 7. Hold downspouts tight against walls. i 2x cap or stone Ix6 1x4 inset panel structural column beyond 31 I 101"' I 3 1' z 2 2 lx6 base t'-5 2 finished flom--- , �1s COLUMN DETAIL a2.1 8. The installation subcontractor shall be fully responsible for all roofing work. 9. All slopes are indicated on the Drawings. Io. Paint all roof mounted accessories to match roof color selected by homeowner. I I. All exhaust fan, vent, flue & stack openings are to be cut & sealed by builder. 12. Roof vent terminals shall be 12' away from and 2' above any air intake, door or window, 18" away from any vertical wall extending above roof vent, and not below any roof eave; or as required by local codes. ROOF FRAMING NOTES A2.G1 I. All structural members shall be sized to carry all imposed loads by a structural engineer. Refer to engineering set, and contact Architect in the event of any discrepancies. 2. Roof deck shall be 5 /8" Exposure i T&G Sturd-I-Floor plywood: 3. Particle Board is NOT allowed. 4. Hold roof deck panels apart as recommended by decking manufacturer. 5. Hold roof deck panels away from items penetrating roof deck as recommended by roof deck manufacturer to allow for expansion & contraction of roof deck. 6. Hip rafters, ridge boards, & valley rafters shall be one size larger than rafters. 7. Purlins shall be 2x4s 16" OC. Provide 2x6 rafter ties at all locations where ceiling joists run perpendicular to rafters. Any hip or valley rafter over 28' long shall be Laminated Veneer Lumber. 8. See Wall Sections for exact configuration of framing members at exterior walls. PLAN NOTES L Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite.' 2. See A0.1 for specifications & Notes ELEVATION NOTES 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. See A0.1 for specifications & Notes SIDING NOTES 1. Exterior shingle siding shall be Cedar shake installed on breather fabric or similar. 2. Lap siding shall be Ship Lap. 3. Brick shall be Artisan. 4. All exposed CMU shall be Stucco finished. Stucco finish shall be smooth sand. -5. All siding shall be installed as per Manufacturer's instructions. TRI iWORK NOTES L All finish work shall be executed by qualified subcontractors, and shall be filled, sanded smooth and ready for finishes. Trim materials should be tempered to ambient project conditions. All finish lumber, trim, moldings & millwork shall have a moisture content of 12% or better. 2. Exterior fascia shall be backprimed solid wood, & screwed @ corners (see Drawings for widths). Finger joint material is NOT allowed. 3. Exterior soffits shall be backprimed solid wood up to I1" in width or shall be 1/2" smooth factory -primed exterior hardboard if greater than ii" wide (see Drawings for widths). Finger joint material is NOT allowed. 4. Exterior cornerboards & casing shall be backprimed 2x solid wood (see Drawings for widths). Finger joint material is NOT allowed , 5. Interior trimwork shall be shapes as shown on drawings. -rake flashing Floor Plan Notes FLASHING NOTES -rcakc-ffashm 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions 1. Install all exposed flashing w/concealed cleats. Surface fasteners of any type are are in question, the builder shall obtain clarification before continuing with unacceptable. O construction. Builder shall verify all dimensions & conditions at jobsite. 2. Base flashing shall be 2 ounce copper -fabric flashing equal to AFCO. Base V) .j 2. Dimensions shown are to one side of interior walls or to outside face of stud or flashing shall run up 6" minimum behind sheathing when installed at wood floor 8/12 masonry on exterior walls unless noted otherwise. system or shall offset up i brick course minimum if installed at CMU backup. O 3. Builder shall establish finish floor elevation in consultation with homeowner. 3. Window & door head flashing shall be 2 ounce copper -fabric flashing equal to 0) Builder shall take into account design intent, including number of steps, water AFCO @ brisk veneer or shall be either 16 ounce copper or .oig factory LO table masonry, etc. Builder shall also assure that there is adequate clearance pre -primed aluminum break metal at homeowner's option for any other Q) between finish grade & any wood construction. non -masonry wall finish. 4. Locate doors so that door casing abuts wall finish of adjacent wall unless noted 4- Eave & rake flashing shall either 16 ounce copper or .o19 factory pre -primed C otherwise or unless door casing is narrower, than 3 1/2". In this case, install door aluminum break metal at homeowner's option. All roof edge flashing shall U � frame with appropriate shim space against liner and stud. Do not omit stud or extend 1o" minimum behind roofing felt or other roofing material. Verify that L U liner to get the door closer to the, adjacent wall. In cases where a door is shown flashing runs not only under roofing material, but also under sub -roofing 0 U C O approximately in the center of a wall, locate door in the exact center of the wall. material such as roofing felt. Eave flashing at gutters shall extend to cover back c o 5. Verify window rough opening head height with Elevations. See plans & exterior leg of gutter, but shall terminate above rim of gutter. -rake-flashing-- elevations for window alignments, window types & muntin patterns. Adjust 5. Valley flashing shall be either 16 ounce copper or .o19 factory pre -primed O' head heights slightly (less than 1 3/8") as required to course with masonry aluminum break metal at homeowner's option 12" wide minimum centered in mm.� veneer, if any. Provide filler strip between window and masonry sill if required valleys. Lap joints 12" minimum. U to allow the masonry sill to course with surrounding brickwork. In no case Gutters shall be 16 ounce copper or factory pre -primed .032 aluminum ready for m should brick be cut to either course with the head or the sill of a window or finish painting. (See Drawings for gutter size and shape). The back leg of all door. gutters shall extend I" minimum above front rim. Gutters shall be hung with �a 6. Window sizes indicated on plans are generic sash sizes. matching metal strips which are attached under shingles. Penetrations of back of 7. Refer to plans & exterior elevations for window types. Coordinate operability of gutter or of eave flashing shall not be permitted. windows & direction of swing of casements w/homeowner. 6. Downspouts shall be 16 ounce copper or factory pre -primed .032 aluminum 8. boors & Windows shall not be ordered, prior to meausuring rough framing. ready for finish painting. (See Drawings for downspout size and shape). 9. Walls, ceilings & floors of ancillary spaces such as closets & storage areas shall 7. Downspouts shall be attached to wall w/matching metal strips which are match the rooms they serve unless noted otherwise. attached to wall behind downspouts. 10. Install termite shield at any areas where wood may come into contact with masonry at grade; along stem walls, turn -down slabs, and piers. 11. Sprinkle powdered boric acid onto bottom plate of wall at a rate of 1/8 cup per ROOF PLAN NOTES 2' of plate except 1/4 cup per 2' of plate in walls adjacent to kitchen, bath or other wet or food storage areas. Boric acid shall be installed immediately before I. Do not scale Drawings. Use only dimensions shown on drawings, If dimensions installation of insulation in insulated walls or immediately before installation of are in question, the roofer shall be responsible for obtaining clarification before wall finish in uninsulated walls; Walls with exposed cavities do not need to be continuing with construction. Builder shall verify all dimensions & conditions at treated with boric acid. jobsite. 12. Prefabricated fireplaces and flues shall be UL approved and installed as per 2. See Floor Plan for building dimensions. manufacturer's specifications and accepted construction practice. It is the 3. Begin metal roofing w/full panel at most visible edge of roof unless seams are builder's responsibility to assure that all applicable codes regarding fire separation, shown on elevations to align with exposed rafter tails or dentils below, in which use of materials & other fireplace criteria are met or exceeded. Builder shall case roof panel installation shall conform with elevations. Begin shingle roofing coordinate flue height to match chimney height shown on elevations. w/full shingle at most visible edge of roof. 15. If gypsum board is used, install moisture -resistant gypsum board in restrooms & 4. Roof penetrations are permitted only in the areas noted. Route all vents, other rooms where water is present. exhausts, flues & other penetrations to these areas & terminate as per code. 16. Builder shall coordinate all shelving & storage requirements with homeowner. 5. All roofing and roofing details shall be installed in strict accordance with industry 17. Center plumbing fixtures in space provided unless noted otherwise. Provide not standards and manufacturer's instructions. No work shall conflict with the A3. 1 Tess than the following clearances from finish wall to fixture on either side: manufacturer's guarantee or warranty. Lavatory: 15". Toilet: 18". 6. Provide flashing as per details or as per SMACNA if no details are shown where roof pitch changes or where roofing intersects with vertical surfaces. FT 7. Hold downspouts tight against walls. i 2x cap or stone Ix6 1x4 inset panel structural column beyond 31 I 101"' I 3 1' z 2 2 lx6 base t'-5 2 finished flom--- , �1s COLUMN DETAIL a2.1 8. The installation subcontractor shall be fully responsible for all roofing work. 9. All slopes are indicated on the Drawings. Io. Paint all roof mounted accessories to match roof color selected by homeowner. I I. All exhaust fan, vent, flue & stack openings are to be cut & sealed by builder. 12. Roof vent terminals shall be 12' away from and 2' above any air intake, door or window, 18" away from any vertical wall extending above roof vent, and not below any roof eave; or as required by local codes. ROOF FRAMING NOTES A2.G1 I. All structural members shall be sized to carry all imposed loads by a structural engineer. Refer to engineering set, and contact Architect in the event of any discrepancies. 2. Roof deck shall be 5 /8" Exposure i T&G Sturd-I-Floor plywood: 3. Particle Board is NOT allowed. 4. Hold roof deck panels apart as recommended by decking manufacturer. 5. Hold roof deck panels away from items penetrating roof deck as recommended by roof deck manufacturer to allow for expansion & contraction of roof deck. 6. Hip rafters, ridge boards, & valley rafters shall be one size larger than rafters. 7. Purlins shall be 2x4s 16" OC. Provide 2x6 rafter ties at all locations where ceiling joists run perpendicular to rafters. Any hip or valley rafter over 28' long shall be Laminated Veneer Lumber. 8. See Wall Sections for exact configuration of framing members at exterior walls. PLAN NOTES L Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite.' 2. See A0.1 for specifications & Notes ELEVATION NOTES 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the electrician shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. See A0.1 for specifications & Notes SIDING NOTES 1. Exterior shingle siding shall be Cedar shake installed on breather fabric or similar. 2. Lap siding shall be Ship Lap. 3. Brick shall be Artisan. 4. All exposed CMU shall be Stucco finished. Stucco finish shall be smooth sand. -5. All siding shall be installed as per Manufacturer's instructions. TRI iWORK NOTES L All finish work shall be executed by qualified subcontractors, and shall be filled, sanded smooth and ready for finishes. Trim materials should be tempered to ambient project conditions. All finish lumber, trim, moldings & millwork shall have a moisture content of 12% or better. 2. Exterior fascia shall be backprimed solid wood, & screwed @ corners (see Drawings for widths). Finger joint material is NOT allowed. 3. Exterior soffits shall be backprimed solid wood up to I1" in width or shall be 1/2" smooth factory -primed exterior hardboard if greater than ii" wide (see Drawings for widths). Finger joint material is NOT allowed. 4. Exterior cornerboards & casing shall be backprimed 2x solid wood (see Drawings for widths). Finger joint material is NOT allowed , 5. Interior trimwork shall be shapes as shown on drawings. -rake flashing -rcakc-ffashm O V) .j 8/12 8/12 O 0) LO 5-V metal roofing Q) U C U � � o L U 0 U C O N U c o - -rake flashing - - - -rake-flashing-- 0m a c A3.1 a A3.1 Floor Plan 0 2' 4' 6' 8' 10' 12' 14' 16' FOUN-1-11 VERIFY ALL ELECTRICAL REQUIREMENTS W/OWNER AND PROVIDE SERVICE FOR ALL EQUIPMENT Electrical Plan y oEVEta��,�� A2.1 O O V) .j O 0) LO Q) U C U � � o L U 0 U C O N U c o U 0m a O' mm.� o 0m U m 0 �a A2.1 O Note: Details of the door or Are r ,hnwn here The intent of this drawing is only to illustrate exterior trimwork. Consult Architect if there are any questions 'ng rhPce rnndirinnc wall as detailed elsewhere (see schedules, details & specs) dow head flashing run up 6" and out over drip cap as shown A3. i W INfDOW AMB & SILL SECTION/ELEV. 't �o° A3. t WINDOW HEAD &JAMB Note: Details of the door & frame are 6 general in nature and may not represent exact configurations, as this may vary between manufacturers. Consult Architect if there are any questions concerning this situation. wall as detailed elsewhere (see schedules, details & specifications) wood jamb casing see details elsewhere) jamb over shim space as required over 2x4 liner & stud w/2x4 exterior casing & AH- 182 brick mould sealed to brick door (see Door Schedule for type, size & design) Note: Details of the door & frame are 6„ general in nature and may not represent exact configurations, as this may vary between manufacturers. Consult Architect if there are any questions concerning this situation. wall as detailed elsewhere (see schedules, details &specifications) brick lintel over angl flashing (run up 6" behind siding wood header (see Wood Header Schedule) wood head casing (see details elsewhere) —� 2x4 wood casing w/AH-182 brick mould door (see Door Schedule for type, size, design & material; see plans for direction of swing) ti 10 A3. i DOOR JAMB DETAIL @ BRICK VENEER 11 jo;, A3.1 DOOR HEAD ETAIL nage cap metal roofing -exposed rafters —wood cornice _wood column — corner board —wood base (beyond) oRFc» BUILDING SECTION 1�4 A3. 1 oRcG» BUILDING SECTION A3. i r� 0 = _Z Z O o a. O 0 0 0 N 0 0 0 Note: Details of the door & frame are 6„ general in nature and may not represent exact configurations, as this may vary between manufacturers. Consult Architect if there are any questions concerning this situation. wall as detailed elsewhere (see schedules, details &specifications) brick lintel over angl flashing (run up 6" behind siding wood header (see Wood Header Schedule) wood head casing (see details elsewhere) —� 2x4 wood casing w/AH-182 brick mould door (see Door Schedule for type, size, design & material; see plans for direction of swing) ti 10 A3. i DOOR JAMB DETAIL @ BRICK VENEER 11 jo;, A3.1 DOOR HEAD ETAIL nage cap metal roofing -exposed rafters —wood cornice _wood column — corner board —wood base (beyond) oRFc» BUILDING SECTION 1�4 A3. 1 oRcG» BUILDING SECTION A3. i r� Ln A3.1 0 O O N Ln Q) `-J T� V U c 0 `O U Ui O U � 0 O L U 0 0 0 U a c b m o; U M m O m Ln A3.1 0 metal drip ed� BUILDING SECTION NOTES 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, the builder shall be responsible for obtaining clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. 2. All structural information shown is for reference purposes only. Builder shall have a local licensed structural engineer review actual site conditions & design all structural elements such as framing, footings, foundation walls & slabs. Their design must take into account locally -required live loads, wood species, and types of joists and rafters (dimensional lumber, LVL, metal- or plywood -web truss joists, etc.,) any of which may vary with your locality, contractor, and building material supplier. 3. Building sections are abstracted outlines of actual building components. See wall sections & other details for actual configurations. 4. Finished grade lines shown are approximate. Verify that finished grade slopes away from building for at least 48" outside building perimeter. Builder shall establish finish floor elevation in consultation with homeowner. Builder shall take into account design intent, including number of steps, water table masonry, etc. Builder shall also assure that there is adequate clearance between finish grade & any wood construction. S. See details for exterior materials not shown here. 6. Wall height dimensions are to top & bottom of wall. Actual stud height will be less, depending on number of top & bottom plates (see wall sections). 7. Floor system dimensions are to top of plywood floor decking and bottom of joist, which typically coincides with top of wall plate for walls below or bottom of wall plate for walls above. 8. Masonry dimensions are to top of brick or CMU. 9. Because of drawing limitations, section cut lines on floor plans may be shown cutting through doors, windows, or other openings. But some building sections may not show openings for clarity. 10. Because of the scale of building sections, items beyond the section plane such as doors, windows, cabinets, etc., are typically not shown unless they are required to communicate the intent of the drawing, such as columns beyond that support a porch beam. RAKE FLASHING DETAIL Note: stack rafters over wall studs so that loads are closely transferred as shown. install hurricane clip to tie every rafter to double top plate and another clip to tie top plate to every stud; engineer to determine clip specification to meet or exceed all wind load requirements, and mp!iNments of local authorities, but in no case sh 11 clip be less than Simpson x8 align rafters either side of ridge and provide rafter ridge straps at every rafter to meet or exceed all wind load requirements, and requirements of local authorities —� 53 oR5 RAFTER—WALL STRAPPING i �o RIDGE STRAP ING DETAIL 3i4° 3" L AR 3" ZLEAR Z -O° 21 Wall Section through Eave ; _o v L v v .� rn L Q 0 0 L Q) U) m t _v Co N u vE`�pMEN1 C� Vk®vEp 0 v U) 0 0 C L tn 3 L Q X Q) W L 0 t .V V 7 0 O ❑. Q) N .fl 0 O C E C m C L2 .3 J LL I r � � U U 0 CD U C tl7 t= 'd- vE`�pMEN1 C� Vk®vEp 0 v U) 0 0 C L tn 3 L Q X Q) W L 0 t .V V 7 0 O ❑. Q) N .fl 0 O C E C m C L2 .3