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N INSTALL AIC CONDENSOR AT
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PER CODE; SEE BUILDER FOR
APPROVAL
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STOOP
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0
6
°ry VENT CALCULATIONS
VENTED SOFFIT
-- -- - VENTILATED ATTIC AREA: 2,092 SQ. FT.
HB
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2,092 1 300 = 6.97 SQ. FT. o N „
4z CV hl Z
6.97 SQ. FT, X 144 =1,004 SQ. IN. TOTAL NET FREE VENT AREA
4' ' 1° V-1
1,004 X 50% = 502 SQ. IN. NET FREE
11-10112" 16 3 1, 10112
--
z SOFFIT REQUIREMENT = 6.55 SQ. IN, NET FREE PER LF
r ,
11' 4' 20" OPTIONAL s -- 50216.55 = 77 LF VENTED SOFFIT REQUIRED
-- 1 — - -- _ ..... -
7' CDP
35, GABLES (TYP.) > OFF ol -RIDGE VENTS
VENTILATED ATTIC AREA: 2,092 SQ. FT,
2,092 / 300 = 6.97 SQ, FT.
ENTRY AT OPTION "Ell � IPL GABLE 6.97 SQ. FT. X 144 =1,004 SQ. IN. TOTAL NET FREE VENT AREA
SCALE; 114" =1'-0" FOUNDATION PLUMBING PLAN ROOF LAN 1,004 X 50%= 502 SQ. IN. NET FREE Date 07-26-18
1'
SCALE: 1/4" =-0° SCALE: 114" =1'-0"
(3) 6' OFF -RIDGE VENTS REQUIRED (216 SQ. IN. EACH) scale AS SHOWN
Job 1668-R
Sheet
A1m2
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C:\Users\Bill Shields\Google Drive\1-Drawings\1-Archive\North Florida Construction\1668 4BR-2BA-2G 35X60\2018-07-26 1668R-4BR-2BA-2G.dwg, 7%26/2018 3:34:02 PM
(2)110V OUTLETS
®
(1) 220V DISCONNECT
WCi [-- 1
(2)110V WATERPROOF GFCI OUTLETS (INTERIOR)
(2)110V WATERPROOF GFCI OUTLETS (EXTERIOR)
41
SINGLE POLE SWITCH
13
THREE WAY SWITCH
0
LIGHT FIXTURE I EXHAUST FAN
WALL'IOUNTED LIGHT FIXTURE
CEILING MOUNTED LIGHT FIXTURE
O
RECESSED LIGHT FIXTURE
°
PENDANT LIGHTING
PRE -WIRE AND BRACE FOR CEILING FAN
®
SMOKE/CARBON MONOXIDE DETECTOR
OPTIONAL FLOOD LIGHT
Q
114' FLOURESCENT LIGHT
O
CABLE OUTLET
O
PHONE OUTLET
C:\Users\Bill Shields\Google Drive\1-Drawings\1-Archive\North Florida Construction\1668 4BR-2BA-2G 35X60\2018-07-26 1668R-4BR-2BA-2G.dwg, 7%26/2018 3:34:02 PM
FIBERGLASS SHINGLES
(TYP.)
12
5
HARDIEBOARD
LAP SIDING (TYP,)
OPTIONAL
SHUTTERS
FRONT ELEVATION "A`° I HIP ROOF
SCALE: 1/4" =1 "-0"
FIBERGLASS SHINGLES
(TYP.)
NOTE: OPTIONAL HARDIEBOARD
SHAKE OR BRICK FINISH.
6' OFF -RIDGE VENT
OPTIONAL CRAFTSMAN
GARAGE DOOR
15'-9 518" TOP OF ROOF
8'-1118" BEARING HEIGHT
\,_1"X4" HARDIE TRIM
(TYP.)
0'-0" FINISHED FLOOR
OPTIONAL GABLES (TYP.)
1 12 5
LEFT SIDE ELEVATION NOTE: OPTIONAL HARDIEBOARD LAP SIDING,
HARDIEBOARD SHAKE OR BRICK FINISH.
SCALE: 1/4"= V-0"
6' OFF -RIDGE VENT
REAR ELEVATION
SCALE: 114" =1'-0"
RIGHT SIDE ELEVATION NOTE: OPTIONAL HARDIEBOARD LAP SIDING,
SCALE: 114" =1 "-0" HARDIEBOARD SHAKE OR BRICK FINISH.
C:\Users\Bill Shields\Google Drive\1-Drawings\1-Archin \North Florida Construction\1668 4BR-2BA-2G 35X60\2018-07-26 1668R-46R-2BA-2G.dwg. 7/26/2018 3:34:03 PM
FIBERGLASS SHINGLES
(TYP.)
12
51 �'
HARDIEBOARD
STUCCO SIDING (TYP.)
NOTE: OPTIONAL HARDIEBOARD LAP SIDING,
HARDIEBOARD SHAKE OR BRICK FINISH.
15'-9 5/8" TOP OF ROOF
8'-1118" BEARING OPTIONAL 8"X8"
8"X8"
COLUMN WRAP ON
TRIPLE GABLE
1"X4" HARDIE TRIM
(TYP.)
0'-0" FINISHED FLOOR
15'-9 518" TOP OF ROOF
8'-1118 BEARING HEIGHT
,\- 1"X4" HARDIE TRIM
(TYP.)
0'-0" FINISHED FLOOR
6' OFF -RIDGE VENT
'MMUNiTY DEVELOPMENT
APPR0 ED
STO E TAPERED
COLUMN DETAIL
SCALE: 1/2" =1'-0"
8'-1118" BEARING HEIGHT
1 "14" HARDIE TRI
(TYP.)
0'-0" FINISHED.FLOOR
WINDOW -
O• ,
SIDES AND BOTTOM
.OPTIONAL WINDOW TRIM
SCALE: 112" =1'-0"
11"
N
P.T. 2"X6" TRIM
WOOD COLUMN
8"X8" FINISHED
DIMENSIONS
P.T. 2"X6" TRIM
DETAIL
SCALE: 112" =1'-0"
P.T. 2"X6" TRIM
WOOD COLUMN
6"X6" FINISHED
DIMENSIONS
P.T. 2"X6" TRIM
9"
611)(6" WOOD COLUMN
DETAIL
SCALE: 112"= V-011
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Job 1668-R
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FIBERGLASS SHINGLES
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FIBERGLASS SHINGLES
(TYP.)
NOTE: OPTIONAL HARDIEBOARD
SHAKE OR BRICK FINISH.
15'-9 518" TOP OF ROOF
8'-1118" BEARING HEIGHT
1"14" HARDIE TRIM
(TYP.)
0'-0" FINISHED FLOOR
REAR ELEVATION
SCALE, 1/4 -1-0
FIBERGLASS SHINGLES
(TYP.)
12
51 -'e
HARDIEBOARD
STUCCO SIDING (TYP.)
NOTE: OPTIONAL HARDIEBOARD LAP SIDING,
HARDIEBOARD SAKE OR BRICK FINISH.
12
OPTIONAL GABLES (TYP.) 15'-9 518" TOP OF ROOF
15
HARDIEBOARD J
STUCCO SIDING (TYP.)
LEFT SIDE ELEVATION NOTE: OPTIONAL HARDIEBOARD LAP SIDING,
HARDIEBOARD SHAKE OR BRICK FINISH.
SCALE: 1/4"= V-0"
6' OFF -RIDGE
/-OPTIONAL GABLES (TYP.)
FIBERGLASS SHINGLES
FYN
RIGHT SIDE ELEVATION
SCALE: 1/4" =1'-0"
NOTE: OPTIONAL HARDIEBOARD LAP SIDING,
HARDIEBOARD SHAKE OR BRICK FINISH.
C:\Users\Bill Shields\Google Drive\1-Drawings\1-Archive\North Florida Construction\16684BR-26A-2G 35X60\2018-07-26 1668R-46R-2BA-2G.dwg, 7/26/2018 3:34:06 PM
15'-9 518" TOP OF ROOF
8'-11/8" BEARING HEIGHT
1"X4" HARDIE TRIM
(TYP.)
0'-0" FINISHED FLOOR
6' OFF -RIDGE VENT
COMMUNITY DEVELOPMENT
APPROVED
1
SCALE: 1/2" =1'-0"
8'-1118" BEARING HEIGHT
1"14" HARDIE TRIM
(TYP,)
0'-C" FINISHE 1 FLOOR
r
WINDOW TRIM:
TOP - 2" AND 6"
SIDES AND BOTTOM - 6"
OPTIONAL WINDOW TRIM
SCALE: 1/2" =1'-0"
N P.T. 2"X6" TRIM
T
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8"X8" FINISHED
DIMENSIONS
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"X8" WOOD COLUMN
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1
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6"X6" FINISHED
DIMENSIONS
P.T. 276" TRIM
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Job 1668-R
Sheet
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FIBERGLASS SHINGLES
(TYP.)
12
5
LAP SIDING (TYP.) SHUTTERS
FRONT ELEVATION "C" I GARAGE GABLE
SCALE: 1/4"= V-0"
NOTE: OPTIONAL HARDIEBOARD
SHAKE OR BRICK FINISH,
OPTIONAL HARDIE SHAKE
OPTIONAL CRAFTSMAN
GARAGE DOOR
15'-9 5/8" TOP OF ROOF
8'-1118" BEARING HEIGHT
1"X4" HARDIE TRIM
(TYP.)
0'-0" FINISHED FLOOR
REAR ELEVATION
SCALE: 1/4" =1'-0"
NOTE: OPTIONAL HARDIEBOARD LAP SIDING,
HARDIEBOARD SHAKE OR BRICK FINISH.
LEFT SIDE ELEVATION NOTE: OPTIONAL HARDIEBOARD LAP SIDING,
HARDIEBOARD SHAKE OR BRICK FINISH.
SCALE: 1/4" =1'-0"
RIGHT SIDE ELEVATION
SCALE: 1/4"= V-0"
OPTIONAL 2868 DOOR
WITH 3'X3' STOOP
NOTE: OPTIONAL HARDIEBOARD LAP SIDING,
HARDIEBOARD SHAKE OR BRICK FINISH.
C:\Users\Bili Shield s\Google Drive\1-Drawings\1 -Arch ive\North Florida Construction\1668 48R-2BA-2G 35X60\2018-07-26 1668R-46R-26A-2G.dwg, 7/26/2018 3:34:08 PM
15'-9 518" TOP OF ROOF
8'-1118" BEARING HEIGHT
1"X4" HARDIE TRIM
(TYP.)
0'-0" FINISHED FLOOR
SCALE: 1/2" =1'-0"
8'-1118" BEARING HEIGHT
1"X4" HARDIE TRIM
(TYP.)
0'-0" , FLOOR
WINDOW TRIM:
TOP - 2" AND 6"
SIDES AND BOTTOM - 6'11
1'i 011111
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P.T. 2"X6" TRIM
WOOD COLUMN
878" FINISHED
DIMENSIONS
P.T. 2"X6" TRIM
11"18" WOOD COLUMN
DETAIL
SCALE: 1/2" =1'-0"
P.T. 2"X6" TRIM
WOOD COLUMN
6"X6" FINISHED
DIMENSIONS
P.T. 2"X6" TRIM
6"X6" WOOD COLUMN
DETAIL
SCALE: 112"= V-0"
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.lob 1668-R
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TAMKO SHINGLES
PRE-ENGINEERED TRUSS ROOF SYSTEM
12 SEE
RP ELEV.
11,38 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
2X BLOCKING*
FIRE CAULKED*
TYPE "A" FLASHING
9'-1118" BEARING HEIGI
1'-6" MIN. PER
HPC COA
R13 INSULATION
FASCIA STYLE
PER BUILDER
HARDIE SOFFIT (TYP.)
SEE ELEVATIONS FOR
EXTERIOR FINISH MATERIAL
NOTE: THIS WALL SECTION IS FOR AESTHETIC
PURPOSES ONLY. VERIFY ALLCONDITIONS SHOWN
WITH BUILDER. SEE STRUCTURAL PIANS FOR
CONNECTIONS AND TIE DOWN INFORMATION.
IC:\Users\Bill Shields\Google Drive\1-Drawings\1-Archive\North Florida Construction\1668 4BR-26A-2G s5X60\2018-07-261668R-4BR-26A-2G.dwg, 7/26/2018 3:34:15 PM
CONCRETE
SLAB
DRYWALL OR OTHER FINISH
MATERIAL IF APPLICABLE
EXTERIOR WALLS SHALL HAVE THE EXT.
SHEATHING RAISED OFF OF THE
CONCRETE FOUNDATION AND ALIGNED
WITH THE FACE OF THE FOUNDATION
STONE OVER LATH & BARRIER
4114
TERMINATE STONE AT BASE OF WOOD
STRUCTURE PER ASTM C-929 A2.2.2
DRIP SCREED PER ASTM 1063-03
STONE APLICATION DETAIL
SCALE: N.T.S.
SEE ELEVATIONS FOR
EXTERIOR FINISH MATERIAL
NOTE: THIS WALL SECTION IS FOR
AESTHETIC PURPOSES ONLY. VERIFY
ALL CONDITIONS SHOWN WITH I
BUILDER. SEE STRUCTURAL PLANS
FOR CONNECTIONS AND TIE: DOWN
8" CMU; SEE STRUCTURAL
CONCRETE FOOTING; SEE
STRUCTURAL
2.314"
:n
511
N I
r 318" OR 518"
26 GAUGE GALVANIZE D 26 GAUGE GALVANIZED 32 GAUGE GALVANIZED
2.112" METAL DRIP EDGE B 5"X5" ANGLE FLASHING C "Z" FLASHING
SHINGLES: VALLEY FLASHING:
UL CLASS A FIRE TING: ASTM D 3018, TYPE 1 26 GA. GALVANIZED, 18" WIDE
UL WIND RESISTANCE: FASTENING:
UASTM D 3161, TYPE I (MODIFIED T0110 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
fFLANGE 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
F RIDGE VENT DETAIL
NOT TO SCALE
APPROVED WEATHER BARRIER OVER USE
INSTALL 4" WIDE SELF -ADHERING
MEMBRANE FLASHING OVERLAPPING DOOR
FRAME BY 114" AND 1" BEYOND DOOR JAMB
INSTALL 4" WIDE SELF -ADHERING
MEMBRANE FLASHING OVERLAPPING
DOOR FRAME BY 114"
CUT WEATHER BARRIER IN AND
AROUNDJMBS
SET THRESHOLD IN BED OF
SEALANT
DOOR LASHIN 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 NTH FBC R302.5.
4. UNDER STAIR PROTECTION TO COMPLY WITH FBC R302.7 (IF ACCESSIBLE).
GUARDRAIL NOTE:
DEPENDING ON FIELD CONDITIONS, DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING
CODES R312.1 FOR GUARDRAIL REQUIREMENTS AND OPENINGS.
*HEIGHT SHALL BE 36" MIN. WHEN PORCH, BALCONY OR RAISED FLOOR EXCEEDS 30" ABOVE FLOOR OR
GRADE AND SHALL BE 34" ON OPEN SIDES OF STAIRS THAT EXCEED 30" OR MORE ABOVE FLOOR OR
GRADE.
*OPENINGS SHALL HAVE INTERMEDIATE RAILS OR CLOSURES WHICH DO NOT ALLOW PASSAGE OF
SPHERE 4" OR GREATER IN DIAMETER. REQUIRED GUARD RAILS ON THE SIDES OF STAIR TREADS SHALL
NOT ALLOW SPHERE GREATER THAN 4-318" IN DIAMETER TO PASS THROUGH.
HANDRAIL OTE:
DEPENDING ON FIELD CONATIONS, DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING
CODES R311.7.8 FOR HANAL HEIGHT CONTINUITY AND SIZE.
*HEIGHT: MUST BE BETWEEKW8" MEASURED VERTICALLY FROM SLOPED PLANE.
*CONTINUITY: HANDRAIL MUST BE CONTINUOUS THROUGH FULL LENGTH OF FLIGHT FROM POINT
DIRECTLY ABOVE HIGHEST RISER TO POINT DIRECTLY ABOVE LOWEST RISER. HANDRAIL ENDS SHOULD
TERMINATE IN NEWEL POSTSOR SAFETY TERMINAL OR RETURN TO WALL. HANDRAILS SHALL BE
ALLOWED TO BE INTERRUPTED BY NEWEL POSTS.
*SIZE: SHALL HAVE OUTSIDE DIAMETER BETWEEN 1.114"-2" IF CIRCULAR. SHALL HAVE BETWEEN 4.6"
PERIMETER IF NOT CIRCULAR.
STAIR NOTE:
DEPENDING ON FIELD CONDITIONS, DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING
CODES R311.7.5 FOR TREAD DEPTH, RISER HEIGHTS AND STAIR WIDTHS.
*RISERS: 7-314" 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".
*WIDTH: 36" MINIMUM CLEAR YADT H 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 15# FELT
OVER 7116" OSB
VALLEY FLASHING DETAIL
NOT TO SCALE
ED METAL FLANGE
TO REJECT PASSAGE
A1C A" c®UCDC
NOT TO SCALE
STEPS
1QIN 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".
(D INSTALL 8" WIDE SELF ADHESIVE SILL FLASHING THAT
EXTENDS 4" BEYOND OPENING,
Q APPLY BEAD OF SEALANT AT BACK OF WINDOW
FLANGE & SET WINDOW USING PAN HEAD SCREWS
TO FACILITATE INSPECTION.
4Q APPLY A 4" SELF ADHESIVE JAMB FLASHING OVERLAPPING THE
WINDOW FLANGE EXTENDED 4" PAST THE ROUGH OPENING.
5O 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.
O 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.
(D 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.
O�
CUT
LINE
® JAMB FLASHING
APPLY CONT. SELF ADHESIVE FLASHING THAT
EXTENDS AT LEAST 4" BEYOND ROUGH OPENING.
9"
rRESISTAINT
SILL FLASHING
ADJUST WINDOW TO ACHIEVE SQUARE,
ND LEVEL CONDITION. USE CORROSION
FASTENERS. FASTEN WINDOWS PER
DOW MANUFACTURER SPECIFICATIONS.
SECTION A -A
THROUGH WINDOW JAMB
SEALANT BEAD
BEHIND MOUNTING
FLANGE.
GUARDRAIL DETAIL
SCALE :1112" =1'-0"
n
INTERIOR r�crr
TOP LEFT CORNER OF WINDOW
SECURE WRB
AT HEAD
FLASHING AT HEAD EXTENDS
1" BEYOND JAMB FLASHING.
HEAD FLASHING
EMBED BOTTOM OF THE HEAD FLASHING
AGAINST THE PREVIOUSLY APPLIED
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ob Number:
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" otal Load: 40 psf
GENERAL NOTES: WOOD:
CONTRACTOR SHALL COORDINATE THESE STRUCTURAL DRAWINGS WITH DRAWINGS OF OTHER ALL LUMBER SHALL BE DRESSED, #2 S.P., DRY MAX 19% MOISTURE CONTENT U.N.O. CODE
DISCIPLINES. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THE JOB. VERIFICATION OF ALL WOOD AND WOOD BASED MEMBERS EXPOSED TO WEATHER, IN DIRECT GROUND CONTACT, FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL
EXISTING DIMENSIONS SHALL BE DONE PRIOR TO THE CONSTRUCTION OF ANY PREFABRICATED OR IN DIRECT CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE PRESERVATIVE MINIMUM DESIGN CRITERIA
COMPONENTS. CONTRACTOR SHALL COORDINATE AND VERIFY THE SIZE LOCATION, TYPE, AND TREATED TO RESIST DECAY TO A LEVEL RATED FOR THE SPECIFIC APPLICATION.
DIRECTION OF ALL DEPRESSIONS, PADS, BOLTS, SLEEVES, ANCHORS, INSERTS, OPENINGS, BORATE TREATED WOOD SHALL ONLY BE USED FOR ABOVE GROUND CONTACT WITH CONCRETE PER ASCE/SEI (7 -10) -MINIMUM DESIG*,LO� '*7
ETC. TO BE SET OR CAST IN CONCRETE OR MASONRY PRIOR TO PLACEMENT. OR MASONRY APPLICATIONS. SUCH AS TOP OF SLAB PLATES AND LEDGERS.
BUILDINGS AND OTHER STRUCTURES. `_' t
REGULAR INSPECTION AND MAINTENANCE OF WOOD, WOOD -BASED AND METAL PRODUCTS USED WIND LOADS: "�"A
THESE PLANS ARE A STRUCTURAL REVIEW AND VALUE RECOMMENDATION ONLY. ALOHA IN OUTDOOR OR OTHER CORROSIVE ENVIRONMENTS OR APPLICATIONS IS NECESSARY FOR WIND SPEED:
ENGINEERING ASSUMES NO LIABILITY FOR CONTRACTOR/BUILDER WORK AND INSPECTION OF CONTINUED, LONG TERM PERFORMANCE.
A,*
SUCH WORK DURING AND AFTER CONSTRUCTION OF ANY STRUCTURE CREATED FROM THESE ALL WEATHER PROOFING DESIGN, FLASHING ETC. IS BY OTHERS. NOISE CONTROL IS BY OTHERS. WIND EXPOSURE: D
PLANS. CONTRACTORS ARE RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION ALOHA
AND SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE (:ODES AND REGULATIONS. LAMINATED VENEER LUMBER (LVL) SHALL HAVE A EXTREME FIBER STRESS IN BENDING OF 2950
CONTRACTOR SHALL DESIGN AND INSTALL ALL TEMPORARY SHORING REQUIRED TO STABILIZE PSI MIN. AND 1.9x10^6 PSI MODULUS OF ELASTICITY MIN. U.N.O. NOT LOCATED IN THE COASTAL IND -BORNE DEBRIS ENGINEERING
NEW AND EXISTING STRUCTURES AND FOUNDATIONS UNTIL CONSTRUCTION IS COMPLETE. ATTACH 2 -PLY LVL WITH (3) ROWS OF .13?."x3" GUN NAILS 12" O.C. EACH FACE. U.N.O. REGION. WINDOW PROTECTION FOR FLYING DEBRIS IS
PLANS VOID TWELVE MONTHS AFTER DATE OF SEAL FOR UPDATING TO iI2URRENT CODES AND ATTACH 3 AND 4 -PLY LVL WITH (2) ROWS OF 1/2" DIA. BOLTS 12" O.C. U.N.O. NOT REQUIRED BY CODE. 77o AAKEn�onlr
ORANGE PARK
PRACTICES APPLICABLE AT THAT TIME. BUILDING CATEGORY: II FLORIDA 32065
FASTEN BUILT-UP BEAMS OF 2" NOMINAL DIMENSIONAL LUMBER ON EDGE WITH MIN. (2) ROWS c E R T I F Ic A T E ❑ F
FOUNDATION: OF. 131"x3" GUN NAILS 6" O.C. ONE ROW :DEAR TOP EDGE AND ONE NEAR BOTTOM. INT. PRESSURE COEF: .18/ENCLOSED A U T H ❑ R 1 Z A T 1 ❑ N
FOUNDATION HAS BEEN DESIGNED FOR ANON -EXPANSIVE MINIMUM SOIL BEARING CAPACITY OF
BUILDING MEAN ROOF HEIGHT: 15 FT N ❑ .
31 036
2000 PSF. OWNER/CONTRACTOR ASSUME ALL RESPONSIBILITY AND ASSOCIATED RISKS CONTRACTOR DECK AND STAIR HANDRAIL`,STRINGER DESIGN AND ATTACHMENT TO BE
REGARDING OBTAINING A SOIL INVESTIGATION. OWNER/CONTRACTOR�SHALL OBTAIN A SOIL SUBMITTED FOR APPROVAL AND/OR CHANGES BEFORE CONSTRUCTION. ALLOWABLE -NASD DESIGN VALUES
BEARING CAPACITY AND SUITABILITY OF SUBSURFACE CONDITIONS REPORT FROM A COMPONENT AND CLADDING WALL OPENING PRESSURES
REGISTERED GEOTECHNICAL ENGINEER. ALL REQUIREMENTS FOR SITE PREPARATION AND SOIL ATTACH STUD COLUMNS SPECIFIED ON PLAN: 2 -PLY 2" NOM WOOD STUD CLUSTERS WITH .131"x3" INTERIOR EDGE
COMPACTION SPECIFIED IN THE SOILS REPORT SHALL BE FOLLOWED. GUN NAILS 6" O.C. EACH FACE. ATTACH ADDITIONAL PLIES WITH 1/2" THRU BOLTS OR QUICK TIE OPENING SIZE (FT^2) PRESSURE (PSF) PRESSURE (PSF)
TRUSSLOK SCREWS AT 6" O.C. UP TO 4-PL.iES. UNLESS NOTED OTHERWISE ON PLANS MIN. 20 +27,-30 +25,-46
FOOTINGS AND SLAB SHALL BEAR UPON UNDISTURBED SOIL OR FILL COMPACTED TO A DENSITY FASTENING OF ROUGH CARPENTRY SHALL 13E PER CODE R602.2. 20 +26,-28 +24,-42
AT LEAST 95% OF MODIFIED PROCTOR MAX. DRY DENSITY (ASTM -D 1557). FILL SHEATHING: 50 +24,-27 +22,-38 UO
SHALL BE TREATED WITH TERMITE POISON BEFORE SLAB IS PLACED OR OTHER MEANS OF 100 +22,-26 +21,-35 (� Q
WALL SHEATHING: �-. pp Z
PROTECTING STRUCTURE FROM WDO'S MUST BE INSTALLED AT A LATER. DATE.EXPOSURE 1 APA RATED, SHEATHING OR STRUCTURAL 1, PLYWOOD OR ORIENTED STRAND BOARD "oEND ZONE PRESSURES ARE WITHIN 4' OF ALL EXTERIOR ^ O �O O
CONCRETE (OSB). SPAN RATING NOT LESS THANVE 24/..6, THICKNESS NOT LESS THAN 7/16" U.N.O. OR CORNERS. Q2 W � U
MINIMUM COMPRESSIDESIGN STRENGTH OF CONCRETE USED FOR FOUNDATION AND SLABS OTHERWISE REQUIRED BY VENEER MANUFACTURERS REQUIREMENTS. ATTACH WITH MIN. 8d NAIL
SHALL BE 2500 PSI @ 28 DAYS. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 40 AT 6" O.C. EDGES AND 12" O.C. FIELD. Bl.'9CK ALL PANEL EDGES. GARAGE DOOR OPENING TO MEET: +21, -35 PSF ALLOWABLE0 Q
LONGITUDINAL REINFORCEMENT IN WALLS AND FOOTINGS SHALL BE CONTINUOUS AT CORNERS Vasd DESIGN PRESSURES. N O >
AND INTERSECTIONS. MATCHING CORNER BARS SHALL BE USED. MIN.'MUM LAP OF REINFORCING ROOF SHEATHING:
SHALL BE 40 BAR DIAMETERS, BUT NOT LESS THAN 20". MINIMUM BAR SPACING 1 1/2" O.C.. EXPOSURE 1 APA RATED, SHEATHING OR STRUCTURAL 1GRAVITY LOADS:
, PLYWOOD OR ORIENTED STRAND BOARD x I"
(OSB). SPAN RATING NOT LESS THAN 24/:6, THICKNESS NOT LESS THAN 7/16" U.N.O. OR ROOF FLOOR j~ O Q
ALL CONCRETE SLABS ON GRADE SHALL BE 4" MIN. THICKNESS OVER NIIN. 6 MIL. POE OTHERWISE REQUIRED BY ROOF COVERING MANUFACTURERS REQUIREMENTS. TOP CHORD LIVE: 20 PSF 40 PSF
VAPOR BARRIER. SUCH SLABS SHALL BE REINFORCED WITH FIBER -MESH REINFORCEMENT WITH ATTACH WITH MIN. RSRS-01 .113"x2 3/8 RING SHANK NAILS AT 6" O.C. EDGES AND 6" O.C. FIELD. TOP CHORD DEAD: 7 PSF 10 PSF Q
A MIN. 2" FIBER LENGTH AT (1) LB/YD COMPLYING WITH ASTM -C 116. 1N LIEU OR IN SINGLE CLIP ALL PANEL EDGES. PANELS SHALL BE INSTALLED CONTINUOUS OVER TWO OR BOTTOM CHORD LIVE: 10 PSF 0 PSF z
CONJUNCTION WITH FIBER -MESH REINFORCEMENT 6x6 W1.4x1.4 WWM LAPPED 8" AT EDGES AND MORE SPANS WITH STAGGERED END JOINT,5. WHERE SINGLE SPANS ARE REQUIRED BLOCK BOTTOM CHORD DEAD: 5 PSF 5 PSF
ENDS CONFORMANCE WITH ASTM -A 185 SET CENTERED IN SLAB. PANELS AT 12" O.C. DECKS: 40 PSF
SLUMP SHALL BE BETWEEN 4" TO 5", NO WATER WALL BE ADDED AT SIDE. TROWEL FINISH FLOOR SHEATHING: DEAD LOADS ARE SUPERIMPOSED.
EXPOSED SLABS OR SLABS TO RECEIVE FLOOR FINISH. NON -SLIP BROOM FINISH FOR EXTERIOR EXPOSURE 1 APA RATED TONGUE AND GR(:iVE, SHEATHING OR STRUCTURAL, 1 PLYWOOD OR
WALKS, RAMPS AND STAIRS. OPTIONAL CRACK CONTROL BY 1" DEEP SAW CUT CONTROL JOINTS ORIENTED STRAND BOARD (OSB). SPAN R4TING NOT LESS THAN 48/24, THICKNESS NOT LESS ABBREVIATIONS DATE 1-30-2019
ORIGINATING AT CORNERS AND APPROX. 12'x12' GRID THROUGHOUT SLAB WITHIN 12 HRS OF THAN 23/32" U.N.O. OR OTHERWISE REQU;RED BY FLOOR COVERING MANUFACTURERS ARCH. -ARCHITECT SIMP.-SIMPSON STRONG TIE JOB NUMBER: 9042R
SETTING CONCRETE. DETAIL REINFORCEMENT IN ACCORDANCE WITH E1CI 315 DETAILING REQUIREMENTS. PANELS MAY BE GLUED Tt� AVOID SQUEEKS AND ADD STRENGTH BUT OTHERWISE B.O.F.-BOTTOM OF FOOTING S.W.-SHORT WAY
MANUAL. MIN. CONCRETE COVER FOR REINFORCEMENT SHALL BE: GLUE IS NOT REQUIRED. ATTACH WITH MIN. 10d NAILS AT 6" O.C. EDGES AND 6" O.C. FIELD. CONT. -CONTINUOUS T.O.C.-TOP OF CURB STRUCTURAL NOTES
• CONCRETE CAST AGAINST EARTH 3"
DIA. -DIAMETER T.O.G.-TOP OF GRADE AND SPECIFICATIONS • FORMED CONCRETE EXPOSED TO EARTH OR WEATHER 1 1/2" E.W.-EACH WAY T.O.S.-TOP OF STEEL
• INTERIOR SLABS, WALL 3/4"
F.F.E.-FINISHED FLOOR TYP.-TYPICAL
ELEVATION U.N.O.-UNLESS NOTED DRAWING SHEET:
L.W.-LONG WAY OTHERWISE
MASONRY: FASTENERS: W -WITH
ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/ASCE 5/TMS 402 MASONRY EPDXY ANCHORS SHALL BE INSTALLED WII'Fi SIMPSON STRONG -TIE CO. HIGH STRENGTH MIN. -MINIMUM WDO-WOOD DESTROYING S-1
BUILDING CODE. O.C.-ON CENTER ORGANISM
ACRYLIC ADHESIVE (AT -XP). ALL ANCHOR,. SHALL HAVE A MIN. 3" EDGE OF CONCRETE TO P.T.-PRESSURE TREATED
CENTER L ANCHOR EDGE DISTANCE WITH MIN. 7 1/2" EMBED U.N.O. QUICKTIE PRODUCTS SHALL W/O -WITH OUT
CONCRETE MASONRY UNITS SHALL BE ASTM C90I75 HOLLOW LOAD BEARING CONCRETE MASONRY SIM. -SIMILAR dopy RE FABRIC
UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESS]ON STRENGTH OF 2000 PSI BE INSTALLED WITH QE -1 QUICK SET ANCHOR EPDXY, 4" EMBED U.N.O. INSTALL ALL ANCHORS S1 --STRUCTURAL NOTES
F'm=1500 PSI.
PER MANUFACTURERS WRITTEN INSTALLAT"O� PROCEDURES. DRAWING INDEX:
DO NOT INSTALL ANCHORS RODS IN DIRECT (CONTACT WITH TREATED LUMBER. AN EPDXY AND SPECIFICATIONS
MORTAR SHALL CONFORM TO ASTM C270 TYPES FILLED GAP OF 1/8" OR GREATER SHALL BE M,4INTAINED AT INTERFACE. USE COMMON WIRE S2---FOUNLIATI,ON/WALL. PLAN, \���� s PAUL
S2.1 -ROOF PLS( ° . • " N jq i
GROUT WHEN SPECIFIED, SHALL CONFROM TO ASTM C 476 WITH MIN. ;?8 DAY COMPRESSIVE NAILS OF STANDARD LENGTH PER NDS 20Cy. j .N.O. INSTALL FASTENERS WITHOUT SPLITTING
STRENGTH OF 3000 PSI GROUT SHALL HAVE MAX. 3/8" SIZE AGGREGAI E, PROVIDE A SLUMP WOOD. S3.1, S3.2 --d
L. Q • ' �' �' ' • �O
BETWEEN 8"AND 11". METAL FRAMING ANCHORS:o. 5966
PROVIDE FRAMING ANCHORS OF TYPE AND SIZE INDICATED ON DRAWINGS MANUFACTURED BY
HOLLOW CONCRETE MASONRY UNITS SHALL BE LAID WITH FULL MORTAR COVERAGE ON HORIZ. REVIEWED FORJCOM?COMpL1At�,1
AND VERTICAL FACE CELLS AND WEBS. SIMPSON STRONG -TIE CO. INC. U.N.O. FASTEN ACCORDING TO MANUFACTURERS WRITTEN
SPECIFICATIONS. EXPOSED METAL FRAMING CONNECTORS OR IN CONTACT WITH CORROSIVE CITY OF ATLANTIC BEACH % o '. STATE OF `v�
MATERIALS SUCH AS PRESSURE TREATED L,JMBER SHALL BE 'Z -MAX' COATED, HOT -DIPPED ,7 w
HORIZONTAL JOINT REINF. AT 16" O.C. IN ALL CMU WALLS. MIN. VERTICAL REINF. OF #4 AT GALVANIZED, STAINLESS STEEL OR OTHERWISE RATED BY THE MANUFACTURER FOR SEE PER.1yITS F,QR AD IT
.'�LORID�'. tip'
48" O.C., FILL ALL REINF. CELLS WITH GROUT. REG�UapIN"fS AND CONDITIONS
COMPATIBILITY WITH THE APPLICATION. A�1MONIA PRESERVATIVE BASED TREATMENT (ACZA ETC.) f., . isj0 NA L
BRICK VENEER SHALL BE INSTALLED WITH MIN 1" AIRSPACE AND MIN. 9 GA. WIRE TIES OR 22 U.S. REQUIRE STAINLESS STEEL FASTENERS AND CONNECTIONS. ���/� i l I I I II���\
STAINLESS STEEL AND ZINC -PLATED FASTF==CORS MAY NOT SE COMBINED. USE ONLY STAINLESS REVIEWED BY'1-30-2019
GA. BY 7/8" CORRUGATED STEEL AT 16" O.C. WEEPHOLES SHALL BE LOCATED ABOVE FLASHING STEEL FASTENERS WITH STAINLESS STEEL CONNECTORS USE ONLY ZINC -PLATED FASTENERS DATE:.?,— 6a1 C. I'%\LIL DIGIACO!\iC�
AT 32" O.C. WITH ZINC -PLATED CONNECTORS. FL I'L #,59660
FOUNDATION/WALL PLAN
PLAN NOTES
DATUM TOP OF SLAB ELEVATIONS 0'-0". OTHER TOP OF
SLAB ELEVATIONS ARE REFERENCED AS + OR - FROM
DATUM.
EXTERIOR WOOD LOAD BEARING WALLS SHALL BE MIN.
GRADE AS SPECIFIED BELOW SPACED 16" O.C.:
FOR "FLEXIBLE FINISH" L/180 DEFLECTION CRITERIA
2x4 SPF -OR- SP STUD UP TO NOM 8' WALL HEIGHT.
2x4 SPF -OR- SP #2 UP TO NOM 9' WALL HEIGHT.
2x6 SPF -OR- SP STUD UP TO NOM 10' WALL HEIGHT.
ANCHOR EXTERIOR WALLS SILL PLATES W/1/2" MIN DIA.
EPDXY SET ANCHOR W/STANDARD WASHER AND NUT TO
MEET A MINIMUM OF (2) ANCHORS EACH PIECE AND
BETWEEN 4"-12" EACH SIDE OF SILL PLATE SPLICES AND
MAX. SILL ANCHOR AT 36" O.C..
INSTALL HEADERS AS INDICATED PER PLAN WITH
]=NUMBER OF JACK STUDS AND K=NUMBER OF KING
STUDS. FOR NON LOAD BEARING PARTITIONS, PROVIDE
SINGLE JAMB STUDS WITH HEADERS NOT LESS THAN
SINGLE 2x4 SET FLAT FOR OPENINGS UP TO 96"
IN WIDTH.
ALL EXTERIOR WALLS ARE SHEAR WALLS. INTERIOR SHEAR
WALLS ARE SHOWN ON THIS PLAN.
COORDINATE WITH OTHER DISCIPLINES AND TRADES FOR
LOCATIONS AND DIMENSIONS OF OPENINGS, RECESSES,
SLEEVES AND PIPING.
SEE S1 SERIES SHEETS FOR GENERAL NOTES AND DETAILS
PERTAINING TO THIS PLAN. NOTES AND DETAILS SHOWN
THEREIN ARE GENERALLY NOT INDICATED, BUT ARE
INTENDED TO DEFINE GENERAL DESIGN CRITERIA AND
TYPICAL CONSTRUCTION CONDITIONS OCCURRING
THROUGHOUT THE WORK.
•-- -- INDICATES 3/8" MIN DIA. THREADED ROD -OR-
QUICK-HE QTB LOCATIONS. SHIFT A MAXIMUM
OF 4" WHERE REQUIRED.
(2)2x6
(IJIK)
(2)2x6 1
(1��1 K)
(2)2x4 (2)2x4 (2)2x4
(IJIK) (1J1K) H.J1K)
SHEATH INTERIOR
.WWALL PER
DETAIL
_ (2)2x12 (2J2K)..
PER DETAIL C3/S4.1
(2)2x4
(IJIK)-
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(IJIK)
(2)2x6
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(2)2x6
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(IJIK) (IJIK)
(2)2x4 C3 ("2)2x12 (2J2K)
(IJIK) 53.1 PER DETAIL C3/S4.1
ALOHA
ENGINEERING
770 WAKEMONT DR.
ORANGE PARK
FLORIDA 32065
C E R T I F I C ATE ❑ F
A U T H O R I Z A T 1 O N
N ❑ .
31036
JODA I L 12-14-2018
B NUNIBEK 9042
FOUNDATION/WALL
11 PLAN 11
DRAWING SHEET:
S-2
MSTATE
.W
"/011111110\0 O N A L v \\``\
OFFICE COPY 12-19-201
FL 1'L #59660
UNLESS NOTED OTHERWISE ON TRUSS PLAN, TYPICAL
WOOD TRUSS BEARING ELEVATION NOM 8 FEET ABOVE
DATUM ELEVATION 0'-0" F.F.E. FIRST FLOOR
TYPICAL ROOF FRAMING SHALL BE PREFABRICATED WOOD
TRUSSES AT 24" O.C. MAXIMUM SPACING. ANCHOR ROOF
TRUSSES AT BEARING WALLS WITH SIMP H8 ANCHOR -OR-
QUICKTIE TIMBERLOK 6" WOOD SCREW U.N.O.
BRACE PREFABRICATED TRUSSES PER TRUSS DESIGNER
LEAVE CONSTRUCTION BRACING PER BCSI AS PERMANENT
WHERE POSSIBLE. ATTACH WEB CONTINUOUS LATERAL
BRACING PER INDIVIDUAL TRUSS DRAWINGS TO TOP
CHORD OF ROOF TRUSS WITH A 2x4 V -BRACE 601 MAX.
ANGLE AND (4).131x3" NAILS EACH END, SPACED 10'
APART MAX.
SHEATH OVERHANGS CANTILEVERS AND COVERED PATIOS
OF EXTERIOR CEILINGS ACCORDING TO ROOF SHEATHING
CRITERIA SHEET S1. MANUFACTURED SOFFIT MAY BE USED
IN LIEU OF SHEATHING AT OVERHANGS NOT EXCEEDING
24" INSTALLED PER MANUFACTURER AND MEETING
COMPONENT & CLADDING WALL OPENING DESIGN
PRESSURES PER SHEET S1.
ANCHOR PATIO BEAMS AT WOOD BEARING WITH SIMPSON
MTS12 OR SIMP LSTA18 EACH END. U.N.O. NOTCH PATIO
BEAMS 3" AND SET BELOW TOP PLATES ON (2)2x STUD
U.N.O.
BEARING WALL HIGH TOP PLATE SPLICES REQUIRE A 3/8"
THREADED ROD CENTERED ON SPLICE OR WITHIN 4" EACH
SIDE -OR- SIMPSON SSP TO STUDS ADJACENT TO SPLICE
OR TO HEADER EACH SIDE OF SPLICE.
COORDINATE WITH OTHER DISCIPLINES AND TRADES FOR
LOCATIONS AND DIMENSIONS OF OPENINGS, RECESSES,
SLEEVES AND PIPING. FOUNDATION DIMENSIONS SHOWN
TO BE REVIEWED TO BE IN COMPLIANCE WITH
ARCHITECTURAL DRAWINGS.
SEE S1 SERIES SHEETS FOR GENERAL NOTES AND DETAILS
PERTAINING TO THIS PLAN. NOTES AND DETAILS SHOWN
THEREIN ARE GENERALLY NOT INDICATED, BUT ARE
INTENDED TO DEFINE GENERAL DESIGN CRITERIA AND
TYPICAL CONSTRUCTION CONDITIONS OCCURING
THROUGHOUT THE WORK.
• -- -- INDICATES 3/8" MIN DIA. THREADED ROD -OR-
QUICKTIE QTB LOCATIONS. SHIFT A MAXIMUM OF
4" WHERE REQUIRED.
DESIGNATES HIGH CONCENTRATED LOAD. INSTALL
__TIE DOWN AND BUILT UP COLUMN WITH NUMBER OF
w �u STUDS DIRECTLY UNDER REACTION WHERE APPLICABLE
AS INDICATED BELOW.
---
(2) STUD MINIMUM. (2)SIMPSON H8
ROOF I PLAN
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OFFICE COPY
ALOHA
ENGINEERING
770 WAKEMONT DR.
ORANGE PARK
FLORIDA 32065
C E RTI F I CATE O F
A U T H 0 R I Z A T 1 O N
N 0. 31036
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PAUL
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STATE OF 44
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C. PAUL
FL PE #59660
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CUT EVERY OTHER WIRE 0.
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SAW CUT JOINT 1/4""xl" W.W.F. IF USED m
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W/FTG. PLACE 1#4 VERT. W/FTG. a " F.F.E
PLACE 1#4 VERT.CELL CORNER CELLS ORN,x `. F P #_ DWLS. TO MATC IN ALL IN ALL END CELLS. xxx—
CLOSEST CELL ADJACENT "� `x—xx— 4„ %
TO ALL CORNERS: ._ -I -I -
END OF WALL --I
VAPOR RETARDER VAPOR RETARDER
ALOHA
Al TYPICAL MASONRY REINF. AT DISCONTINUITIES A2 TYPICAL CONTROL JOINT A3ENGINEERING
TYPICAL SLAB ON GRADE RECESS
3/4" = 1'
3/4"=1' 770 WAKEM❑NT DR.
ORANGE PARK
FLORIDA 32065
A36 STEEL ALL THREADED ROD A36 STEEL ALL THREADED ROD C E R T I F C A T E o f
-OR- QUICKTIE QTB PER SHEET aur H o R i z A r i❑ N
-OR- QUICKTIE QTB PER SHEET N ❑ .
31 X36
WALL STUDS PER Si. (U.N.O.) WALL STUDS PER
SHEET S2 SHEET S2 Sl. (U.N.O.)
WALL SHEATHING WALL SHEATHING
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P.T. SILL PLATE W/ANCHOR P.T. SILL PLATE W/ANCHOR _)
PER SHEET S2 PER SHEET S2
1 #4 CONT.
8" MAX. 1 #4 CONT. O V~]
F.F.E. TO #4 VERT. @ 48" O.C-
T.O.C. 1 #4 CONT.00
I` VARIES
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VARIES8" NOM CMU GROUTED 12" W
4 -COURSES MAX. - �-8" NUM CMU GROUTED 12" SOLID W/1 #4 VERTICAL T Q CGi Q
—1 #4 CONT. SOLID W/I #4 VERTICAL T DWL AT 48" O.C. 8—I N \
DWL AT 48'" O.C. _J
4' _ I 8.. � 0
12" MIN. - ^
T.Q.C. TO 12' MIN.
VARIES B.O.F. id TO
10"F T.O.G.O
- B.O�\—
4 -COURSES MAX.
8•' NOM CMU GROUTED f12" (2) #4 CONT. i (2) #4 CONT.
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PLATES AND BEAM AT
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FLORIDA 32065
CONT. W/2x2xi/8" PLATE, WASHER
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DATE 12-14-2018 11
JOB NUMBER,: 9042
DETAILS
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COMMUNITY DEI�,
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MAP SHOWING BOUNDARY SURVEY, SITE AND DRAINAGE PLAN OF.
LOT 5, BLOCK 138, SECTION "H" ATLANTIC BEACH, ACCORDING TO PLAT
THEREOF RECORDED IN PLAT BOOK 18, PAGE 34, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY,
FLORIDA,
LOPMENT
5 1 3
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ORV 7557 PG 1578
RESIDENTIAL (SINGLE-FAMILY) 7,500 SQ FT. 75 FT. 20 FT, 20 FT.
DAGLEY JUNKYARD
COMBINED 15 FT AND MINIMUM OF 5 FT ON ONE SIDE. 50 PERCENT.
DAGLEY DONALD JAY
[5,2]
550 CAMELIA ST
TYPE"C" LOT rsR"ADING
ATLANTIC BEACH, FL 32233-2520
PARCEL ID NUMBER: 170921-0000
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ELEVATION 4.97' NAVD 86—-------------------
PAVED I POSTED
---_'------------'-
PROPOSED RETENTION
EXIST NG DRAINAGE PLAN TYPE "C"
0 30 60
Feet
ELEVATIONS SHOWN HEREON (XX -XX') ARE ACTUAL FIELD ELEVATIONS
ELEVATIONS SHOWN HEREON [XX.XX'] ARE DESIGNED ELEVATIONS.
GENERAL NOTES:
1. NO UNDERGROUND UTILITIES OR STRUCTURES LOCATED.
2NO UTILITIES LOCATED EXCEPT AS MAY BE SHOWN HEREON. � SIO
3. NMALE O ATTEMPT WAS MADE TO LOCATE JURISDICTIONAL WETLAND LINES RNCE ANE DESCHG D SILT
NOR TO NOTIFY THE PROPER AGENCIES
TIL
4. ABSTRACT OF TITLE WAS NOT FURNISHED TO THE UNDERSIGNED.
5. VERTICAL DATUM BASED ON THE N.A.V.D OF 1988
LIMITED USE AND DISCLAIMER
BY THE USE OF THIS SURVEY, YOU AGREE TO BE BOUND BY THE TERMS WRITTEN ION THIS
SURVEY.
1. 'THIS SURVEY IS INTENDED FOR SOLE USE OF THE PARTIES CERTIFIED HEREON.
2. NO PARTY SHALL ASSIGN THIS SURVEY DRAWING OR ANY INTEREST OR
OBUGA TOM HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED.
3. ANY REPRDDUCTION OF THIS SURVEY IS PRDHIBITED.
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DRIVEWAY TO R/W AND WALK = 320 SQ—FT
FRONT PORCH = 16 SQ—FT
BACK PATIO = 24 SQ–FT
HOUSE = 2,092 SQ–FT
AC PAD = 2 X 16 = 32 SQ–FT
PROPERTY = 5,100 SQ–FT
TOTAL IMPERVIOUS = 2,484 SQ–FT
PERCENTAGE IMPERVIOUS = 48.7%
WATERSHED CALC AREA TO RNV
2,600 SQ—FT
DRAINAGE SYSTEM TYPE "C"
TREE CALCULATIONS
LIVE OAK 0 INCHES
SHADE CINCHES
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BANKS 4& BANKS
CONSULTING, INC.
83 WEST 9TH STREET ATLANTIC BEACH. FL
(964)-69S-7900 FAX (984)-685.2345
A GRUSPATIAL COMPANY
BANKSANDBANKSCONSULTING.COM
DESNN ON SILT NOTES
GRAWG DETAIL THIS IS A BOUNDARY SURVEY.
FLOW ZONE -AE- AS BEST ASCERTAINED FROM FLOOD PANEL NO
121)31W408J DATED 11-2-2018
- BEARING DATUM BASED ON THE WLY R/W LINE OF BEGONIA ST BEING ND'56'17'W.
THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOT SHOWN ON
THIS
SURVEY BUT MAY BE FOUND IN THE PUBLIC RECORDS OR FACIUTIES OF THIS
COUNTY.
THIS SURVEY DOES NDT DETERMINE OWNERSHIP
LICENSE BUSINESS NUMBER 7R2D
I HEREBYCER71FY70:
HOLSTAR, LLD
Hnt�h Tnble
CONCRETE
STEPS
COVERED
COVERED GRATE 1 j
THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICEAS SET FORTH
BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS UNDER THE DEPT
OF AGRICULTURE AND CONSUMER SERVICES, PURSUANT TO SECTION
472.027 FLORIDA STATUTES AND CHAPTER 5J-77050
FLORIDA ADMINISTRATIVE CODE
1, S.
'FLORIDA REGISTERIPS Y€YORS jF�1p
DARYL S. HAAFKSCER77FICATE #6063 NO 6063
A STATE OF
DATE DEC. 11,2019
FEET L � I_ " 9
SCALE 11NCH =20 FEET (wID 9R�•(aA'I�.(t_SFF
JOB NO 17705 -SITE -L6
ITHIS SURVEY WAS ELECTRONICALLY CERTIFIED 8Y DARYL S. BANKS, PSM 6063, AS TIMESTAMPED ON BORDER.
1/7/20194:12:51 PM i
MAP SHOWING BOUNDARY SURVEY, SITE AND DRAINAGE PLAN OF.
f O AAT LOT 5, BLOCK 138, SECTION "H" ATLANTIC BEACH, ACCORDING TO PLAT
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COMMUNITY DEVE
'�l' + FLORIDA.
AP P R O V D PARCEL ID NUMBER: 170921-0000
PRQPOSED RETENTION
EXISTING DRAINAGE PLAN TYPE "C"
0 30 60
Feet
ELEVATIONS SHOWN HEREON (XX.XX') ARE ACTUAL FIELD ELEVATIONS
ELEVATIONS SHOWN HEREON [XX.XX'] ARE DESIGNED ELEVATIONS.
GENERAL NOTES:
1. NO UNDERGROUND UTILITIES OR STRUCTURES LOCATED.
2. ND UTILITIES LOCATED EXCEPT AS MAY BE SHOWN HEREON,
3. NO ATTEMPT WAS MADE TO LOCATE JURISDICTIONAL WETLAND LINES 3L SMIf ❑R N ON %T
NOR TO NOTIFY THE PROPER AGENCIES. FORCE AND 0U0NG KTP
4. ABSTRACT OF TITLE WAS NOT FURNISHED TO THE UNDERSIGNED
5. VERTICAL DATUM BASED ON THE N.A.V.D OF 1988.
UNITED USE AND DISCLAIMER
BY THE USE OF THIS SURVEY YOU AGREE TO BE BOUND BY THE TERMS WRITTEN ON THIS
SURVEY.
1. THIS SURVEY IS INTENDED FOR SOLE USE OF THE PARTIES CERTIFIED HEREON.
2. NO PAP_TY SHALL ASSIGN THIS SURVEY DRAWING OR ANY INTEREST OR
O8UGA RON HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDEFSIGNED.
3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED,
1/24/2019 9;16:55 AM
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[5.2'1 S' WN. BUFFER AREA [5.2'1 S' MIN. BUFFER AREA [5.2']
50 FT X 10 FTX 0.5 FT DEPTH
'[4.2'] PROPOSED RETENTION AREA [42')
3
__...___ [4.2'1_,,.
[4.8 [4.81
PROPOSED RESIDENCE
1
CITY OF ATLANTIC BEACH ZONING FOR BLOCK 138 AND BEGONIA ST.
RESIDENTIAL (SINGLE-FAMILY) 7,500 SQ FT. 75 FT. 20 FT. 20 FT.
COMBINED 15 FT AND MINIMUM OF 5 FT ON ONE SIDE. SO PERCENT.
'TM A' LOT GRADMI
PROPERTY INFORMATION
ZONING
RS -2 ^ +wwwwa
SETBACKS
FRONT 20 FEET
SIDES 5 FEET
REAR 20 FEET
IMPERVIOUS CALCULATIONS
DRIVEWAY TO R/W AND WALK = 320 SQ—FT
FRONT PORCH = 16 SQ—FT
BACK PATIO = 24 SQ—FT
HOUSE = 2,092 SQ—FT
AC PAD = 2 X 16 = 32 SQ—FT
PROPERTY = 5,100 SQ—FT
TOTAL IMPERVIOUS = 2,484 SQ—FT
PERCENTAGE IMPERVIOUS - 46.7%
WATERSHED CALC AREA TO RAV
2,600 SQ—FT
DRAINAGE SYSTEM TYPE "C"
TREE CALCULATIONS
LIVE OAK 0 INCHES
SHADE 0 INCHES
NON—SHADE 0 INCHES
TOTAL 0 INCHES
TYPE "..8"" LOT DRADM
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PAVED I POSTED
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0 30 60
Feet
ELEVATIONS SHOWN HEREON (XX.XX') ARE ACTUAL FIELD ELEVATIONS
ELEVATIONS SHOWN HEREON [XX.XX'] ARE DESIGNED ELEVATIONS.
GENERAL NOTES:
1. NO UNDERGROUND UTILITIES OR STRUCTURES LOCATED.
2. ND UTILITIES LOCATED EXCEPT AS MAY BE SHOWN HEREON,
3. NO ATTEMPT WAS MADE TO LOCATE JURISDICTIONAL WETLAND LINES 3L SMIf ❑R N ON %T
NOR TO NOTIFY THE PROPER AGENCIES. FORCE AND 0U0NG KTP
4. ABSTRACT OF TITLE WAS NOT FURNISHED TO THE UNDERSIGNED
5. VERTICAL DATUM BASED ON THE N.A.V.D OF 1988.
UNITED USE AND DISCLAIMER
BY THE USE OF THIS SURVEY YOU AGREE TO BE BOUND BY THE TERMS WRITTEN ON THIS
SURVEY.
1. THIS SURVEY IS INTENDED FOR SOLE USE OF THE PARTIES CERTIFIED HEREON.
2. NO PAP_TY SHALL ASSIGN THIS SURVEY DRAWING OR ANY INTEREST OR
O8UGA RON HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDEFSIGNED.
3. ANY REPRODUCTION OF THIS SURVEY IS PROHIBITED,
1/24/2019 9;16:55 AM
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[5.2'1 S' WN. BUFFER AREA [5.2'1 S' MIN. BUFFER AREA [5.2']
50 FT X 10 FTX 0.5 FT DEPTH
'[4.2'] PROPOSED RETENTION AREA [42')
3
__...___ [4.2'1_,,.
[4.8 [4.81
PROPOSED RESIDENCE
1
CITY OF ATLANTIC BEACH ZONING FOR BLOCK 138 AND BEGONIA ST.
RESIDENTIAL (SINGLE-FAMILY) 7,500 SQ FT. 75 FT. 20 FT. 20 FT.
COMBINED 15 FT AND MINIMUM OF 5 FT ON ONE SIDE. SO PERCENT.
'TM A' LOT GRADMI
PROPERTY INFORMATION
ZONING
RS -2 ^ +wwwwa
SETBACKS
FRONT 20 FEET
SIDES 5 FEET
REAR 20 FEET
IMPERVIOUS CALCULATIONS
DRIVEWAY TO R/W AND WALK = 320 SQ—FT
FRONT PORCH = 16 SQ—FT
BACK PATIO = 24 SQ—FT
HOUSE = 2,092 SQ—FT
AC PAD = 2 X 16 = 32 SQ—FT
PROPERTY = 5,100 SQ—FT
TOTAL IMPERVIOUS = 2,484 SQ—FT
PERCENTAGE IMPERVIOUS - 46.7%
WATERSHED CALC AREA TO RAV
2,600 SQ—FT
DRAINAGE SYSTEM TYPE "C"
TREE CALCULATIONS
LIVE OAK 0 INCHES
SHADE 0 INCHES
NON—SHADE 0 INCHES
TOTAL 0 INCHES
TYPE "..8"" LOT DRADM
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BANKS & BANKs I NISPEBYCERTIFYTO: AN 2 a 2019
CONSULTING, INC. HOLSTAR, LLC
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(�� BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS UNDER PDE'PT.. _
ACEOBPATTAL COMPANY OF AGRICULTURE AND CONSUMER SERVICES, PURSUANT, To SECTION
472027 FLORIDA STATUTES AND CHAPTER SJ -17.060
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DATE DEC. 11, 2016
THERE MAY BE ADDITIONAL RESTRICTIONSNDIN
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