290 BEACH AVE - STRU. DRAWINGS GENERAL NOTES ALL-THREAD NOTES EPDXY NOTES
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1. CODES USED: 2014 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL-THREAD CONNECTORS TO BE 3/8"DIAMETER BARS PLACED AT 6!O.C.IN ALL BEARING 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER
EDITION,ACI,NDS,APA AND ASCE7-10. WALLS,UNLESS NOTED OTHERWISE ON PLANS. EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY
GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. co
2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 2. ALL-THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS 04AY BE 3:
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CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. COUNTED AS PART OF THE DESIGNATED O.C.SPACING. 2. MANUFACTURERS DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE
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ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE: k 6
3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO 3. PLACE ALL-THREAD RODS WITHIN 6w TO 10"OF EACH CORNER AND AT EACH INTERSECT ON OF Lh
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COMMENCING CONSTRUCTION. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: HILTI HY150,HILTI HSE2421,SIMPSON STRONG-TIE SET OR APPROVED EQUAL. <
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IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS L: w
4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR A.PLACE SHEARWALL RODS(SPECIFIED ON PLANS)
THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED B.PLACE HIGH UPLIFT RODS(SPECIFIED ON PLANS) AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN
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OTHERWISE ON THE PLANS. C.PLACE CORNER RODS ACCORDANCE WITH APPLICABLE SAFETY LAWS. z 0
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D.PLACE ALL OTHER RODS. 0 a. 0
5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 u-
OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 4. ALL-THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET E-PDXY PSI AND TENSILE STRENGTH OF 2,300 PSI. C*) W
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SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT SYSTEM, OR APPROVED EQUIVALENT. ALL-THREAD EMBEDMENTS FOR SHEAR WALLS AN) HIGH j3 co
DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/80 GREATER THAN THE co
ASSUMING 200OPSF SOIL CAPACITY. DIAMETER OF THE STEEL MEMBER BEING INSTALLED.
5. WHERE NECESSARY,ALL-THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS.
6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO
THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 6. MINIMUM EMBEDMENT OF ALL-THREAD SHALL BE: INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS
LAITANCE,DUST,DIRT,AND OIL.
WATERPROOFING,MECHANICAL,PLUMBING OR ELECTRICAL WORK.
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6--TYPICAL WALLS, MONOLITHIC FOOTING I-
7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 7--EXTERIOR WALLS,STEMWALL FOOTING 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE co
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EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND 8"-MASONRY WALLS MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE 0
NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS CO)
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INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION 7. ALL-THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE w Z
DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL THEIR RESPECTIVE DETAILS ON THIS SHEET. TRAINING SHALL BE SUBMITTED TO THE ENGINEERIARCHITECT ALONG WITH THE PROPOSAL TO ce
TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER DO THE WORK.
MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING 8. USE 2-SQUARE WASHERS ON ALL-THREAD AND ANCHOR BOLT LOCATIONS,U.N.O.
CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR. 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATION.S, IT IS SHEATHING NOTES
ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (' ) KUW cn
CONCRETE NOTES OF 10d NAILS.fASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2)SPH. PLACI--.A 1/2- FOR WALL SHEATHING: w
ANCHOR BOLT WITH 6w EMBEDMENT WITHIN 60 OF DOUBLE STUD GROUP. 1. USE EXPOSURE I APA RATED OSB.SPAN RATING MUST BE MINIMUM 24/16,AND NOT LESS THAN 0
1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST 7/160 THICK.FASTEN WITH 8d NAILS AT 6N O.C.ON EDGE, 12m O.C.IN FIELD.
EDITION, -BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE-, AND ACI 301, LATEST 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOI V, IT IS 2. 5/16-HARDI-PANEL MAY BE USED IN LIEU OF OSB.FASTEN TO STUDS WITH 8d RING SHANK NAILS
EDITION,"SPECIFICATIONS FOR STRUCTURAL CONCRETE" ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM AT 6-O.C.ON EDGE,8"O.C.IN FIELD.FASTEN TO TOP AND BOTTOM PLATES AT 4"O.C. w
OF THE ROD WITH A 3m SQ WASHER AND NUT. IN LIEU OF THREADED RODS, SEE SECT ONS 3 cv)
2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL 9 0 cv)
AND 5/S5 FOR STRAPPING ALTERNATIVES. FOR ROOF SHEATHING: N
CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE IY2- INCHES FOR 1. USE EXPOSURE I APA RATED OSB.SPAN RATING MUST BE MINIMUM 24/16,AND NOT LESS THAN Z W cy
FOUNDATIONS,AND%"FOR ALL SLABS AND SHALL CONFORM TO ASTM C33. 7/160 THICK.FASTEN WITH 8d NAILS AT 6w O.C.ON EDGE, 12-O.C.IN FIELD. z n cn
CONVENTIONAL FRAMING NOTES z _j
2. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVER TWO OR MORE SPANS WITH 0 LL
3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER SINGLE SPANS DUE TO FIELD
CONDITIONS,BLOCK PANELS AT 12"O.C.
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4. 4m 300OPSI CONCRETE SLAB WITH 6X6 WIA X WIA WWM OR 1/2" FIBERMESH OVER A 6 MIL. 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. FOR FLOOR DECKING: z 0
VAPOR BARRIER AND TERMITE TREATED SOIL. 1. USE EXPOSURE 1 APA RATED PLYWOOD. SPAN RATING MUST BE MINIMUM 48124, AND NOT LESS
3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. THAN 3/4"THICK.FASTEN WITH 8d NAILS AT 6"O.C.ON EDGE, 12-O.C.IN FIELD.
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5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, 2. USE OF APA RATED STURD4-FLOOR IS ALLOWED WITH A MINIMUM SPAN RATING OF 24m AND 0) z
COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH(4)16d TOE-NAILS. MINIMUM 3/4!THICKNESS. 04
MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE Z) F-
FOOTING. 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5)8d NAILS INIO THE m
RAFTER AND(5)8d NAILS INTO THE TOP PLATE. NOTE FOR BRICK VENEER SIDING
6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. ALL 0
6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO THE RAFTER 1 HORIZONTAL TIES AT 24m O.C.
CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN 2. VERTICAL TIES AT 24*O.C.
FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, -DETAILS AND DETAILING OF AND(5)8d NAILS INTO THE SLEEPER. U)
3. WEEP HOLES AT 33"O.C.
CONCRETE REINFORCEMENT"
7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH(4)16d NAILS. 4. 1"AIR SPACE BETWEEN BRICK AND SHEATHING. 0
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7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC.,
AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH(12)8dXI-1/2T-NAI S ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER a,b,c
8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24m, 9. FASTEN RIDGE/VALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 1 Od NAILS IN VALLEY BEAM, SIZE OF STEEL NO STORY ONE STORY TWO STORIES No.OF 1/20
WHICHEVER IS GREATER. (11)INTO STUD BELOW. ANGLE ABOVE ABOVE ABOVE EQUIVALENT
a,c(inches) REINFORCING
10. 2X&fiq��COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d NAILS. BOTTOM OF I
9. CORNER REINFORCEMENT SHALL BE LAPPED 25-. 3x3xl/4 6-On 4'..6n Y-On 1
TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP PLATE TO THE PEAK. c�
4x3xl/4 81-On 61--On 4-6" 1 .0 00
10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; c 3: >
11. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH
10.1. 3"FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH 5x3li2x5/16 1014r 81-Off 6'-0" 2 CL w
INTERSECTION OF SLEEPER AND EXISTING FRAMING. <
10.2. 2"FOR CONCRETE EXPOSED TO EARTH AND WEATHER
10.3. 11/2"FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY 6x3 1/2x5/16 141-OW 9-60 71-0" 3
REINFORCEMENT. ROOF RAFTER 2-6x3 1/2x5/16 20'-On 12'-Om 91-On 4
11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, RIDGE BEAM FOR SI: 1 INCH=25.4 MM, 1 FOOT=304.8 MM
INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE
DETERMINED FROM FOUNDATION PLAN,CONTACT THE ENGINEER OF RECORD. A.LONG LEG OF THE ANGLE SHALL BE PLACED IN A VERTICAL POSITION.
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12. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF CEILING JOIST B.DEPTH OF REINFORCED LINTELS SHALL NOT BE LESS THAN 8"AND ALL CELLS OF
STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT. HOLLOW MASONRY LINTELS SHALL BE GROUTED SOLID.REINFORCING BARS SHALL w
EXTEND NOT LESS THAN 8"INCHES INTO THE SUPPORT.
13. WHERE THREADED RODS ARE EMBEDDED 120 INTO STEMWALLS, THE TOP TWO COURSES OF -------- COLLAR TIE C.STEEL MEMBERS INDICATED ARE ADEQUATE TYPICAL EXAMPLES;OTHER STEEL 0
STEMWALL MUST BE FILLED.
(2)2x4 SYP COLUMN FOR RIDGEIVALLEY BEAM SUPPORT,FASTENED MEMBERS MEETING STRUCTURAL DESIGN REQUIREMENTS MAY BE USED.
14. TOGETHER WITH(1)ROW OF 8d NAILS AT 12w O.C. FASTEN RAFTER TO z
FRAMING NOTES COLUMN WITH 18 GA STRAP WITH(9)8d NAILS IN RAFTER,(9)8d NAILS IN
COLUMN.FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP
1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2014 FLORIDA BUILDING WITH(9)�l NAILS IN COLUMN,(9)8d NAILS IN TOP PLATE/HEADER.
CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION. w
2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. z
3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE LOAD TA w
ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER
OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. ROOF:
4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE LIVE LOA& 20.0 PSF
TREATED. DEAD LOAD: 7.0 PSF
CEILING:
5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. LIVE LOAD: 10.0 PSF
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LIVE LOAD-STORAGe 30.0 PSF cs c%j U)
6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. c m co
DEAD LOAD: 5.0 PSF 0)F.
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7. DIMENSION LUMBER FLOOR.* COMPONENT AND CLADDIN, a.0
7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS
LIVE LOAD: 40-0 PSF
7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. DESIGN PRESSURES
DEAD LOAD: 10.0 PSF 0
7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED VVITH DECK LIVE LOAD: 50.0 PSF 0 UL U-
SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVALOF THE ENGINEER Or EFFECTIVE END ZONES, PSF INTERIOR WNES,
RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEAJING THE DIAMETER AND WIND LOADS: AREA,SF PSF WT Is I
0 C0.4 CC,44
LENGTH PER THE DETAILS. WIND SPEED: 130 MPH
EXPOSURE: C 0-20 24.4 -32.0 24.4 -26.6 "!a 7511
8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED IMPORTANCE: 1.0 c co
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9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN
AND/OR THE FOOTING DETAILS SHEET. E
10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE.
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19/S3.02 FOR CONNECTIONS. 0
6X6 NO.2 SYP PT POST. 2x4 No.2 SYP BLOCKING AT 12"O.C.
FASTEN TO BOTTOM CHORD OF FIRST FLOOR STUDS WITH MSTA36 AT
TRUSSES WITH(3)10d NAILS. 32"O.C.
2X6 SPF STUDS AT 16"O.C. TRIM WORK IS NON-STRUCTURAL FASTEN SECOND FLOOR STUDS TO
ECTION (2)2x NO.2 SYP TOP PLATE
7 a u')
3/4 V-0" WALL BRACING DETAIL
ECTION ECTION 19 - 4X4 BRACE, 1/2"X6 LAG SCREWS AT 12" C)
-0" C?
12 3/4w u')
6 3/4" l'-O" 8 3/4n V-0" O.C. T- I
Ad 0�
FIRST FLOOR 2X6 SPF STUDS AT 160 00 CL 0
a.- c>
CL w
O.C. <
(2)DOUBLE STUD GROUP BEHIND 4X4
BRACE
FASTEN ROOF RAFTERS TO WALL WITH
H2.5A,ALL HOLES FILLED WITH 10d NAILS. ECTION
NOTE A:WHERE SECOND FLOOR WALL FRAMING HAS A CONTINUOUS HEADER,FASTEN CRIPPLE
5
_7 STUDS CONTINUOUSLY THROUGH FLOOR SYSTEM USING MSTC66 STRAP AT EACH CRIPPLE, 3/4" V-0"
EDGE OF ALL THREAD WASHER
EXTENDING 12m INTO FIRST AN0 SECOND LEVEL CRIPPLES,MIN.USE 10d NAILS IN ALL HOLES.
MUST BE WITHIN 3"OF THE
HEADER KING STUD,TYP BOTH
SIDES OF OPENING.
(2)2x NO.2 SYP TOP PLATE FASTENED WITH
BOTH SIDES OF 1PENING.
(2)ROWS 1 Od AT 16-O.C.STAGGERED.
MINIMUM 24-LAP WITH(12)10d IN LAP. -Fl
TOP PLATE TO GARAGE HEADER
FASTEN TOP PLATE TO HEADER WITH SPH
CONNECTION:SIMPSON SPH AT 24"O.C.
AT 240 O.C.WITH 10d NAILS IN ALL HOLES.
WITH(12)l0dXl-1/2w COMMONS.
NO.2 SYP HEADER,TYP. SEE
PLANS FOR SIZE, PLIES,AND
NUMBER OF KINGS AND
TOP PLATE TO KING STUD CONNECTION:(2)
HEADER CONTINUOUS OVER MULTIPLE SIMPSON SPH WITH(12)l0dXl-1/2
COMMONS AT EACH END OF HEADER.
SUPPORTS.SEE PLAN FOR HEADER SIZE
AND PLIES.FASTEN HEADER TO CRIPPLES
CRIPPLES.
WITH MSTA18,ALL HOLES FILLED WITH 10d
NAILS.
GARAGE DOOR HEADER.SEE FRAMING
KING STUDS&CRIPPLES:(6)16d OD N
0 04 to
PLANS FOR SIZE AND PLIES.
BETWEEN ADJACENT KING STUDS
FASTEN WALL SHEATHING TO SHADED
AND CRIPPLES. MEMBERS WITH 8d COMMON NAILS AT 3
w
O.C.
FASTEN ADJACENT STUDS W/(2)ROWS 10d
COMMON NAILS @ 8-O.C.,STAGGERED.
0 00
FASTEN 7/16"OSB TO EXTERIOR OF
RETURNS&ABOVE DOOR W/8d 3-O.C.
PLACE 1/2"ANCHOR BOLTS PER FASTEN ALL CRIPPLES TO BOTOTM PLATE ON EDGE, 12n O.C.IN FIELD.
RN CC-44
THE TYPICAL WALL SECTION.
WITH SPH
(D
A -i
"a u-
co
1/2"ANCHOR BOLTS AT 480 O.C.PLACE x 0
BOLTS MAX 12"FROM CORNERS, ENDS AND
ca a
SPLICES. U-) A F)
HTT5 FOR GARAGE HEADER CRIPPLES.ALL
c) 0
HOLES FILLED WITH 10d NAILS.
04
04
CO -nv C b
WHERE THERE ARE FIRST FLOOR WALLS
JL ju
77-77
z 7 x TO FlUx 7 7,/,- 1/ z L/lz BELOW INSTEAD OF A FOOTING,FASTEN A'r
GARAGE SLAB
CRIPPLE STUDS TO STUDS BELOW WITH
MSTA36.
FLOOR TRUSS SYSTEM BY
Nse
-6 1 1
FINISH GRADE 4w
OTHERS. ZA
4w
4i
<
<
S,
1>
>
-_T
5
TYPICAL HEADER FRAMING DETAIL Sheet No.
ONTNUOUS HEADER FRAMING r1l I T-1—`
3/4"= V-0" 10 3/4"=V-0"
NOTES THREE OPENING 3 SHOWN ABOVE.MAY APPLY TO TWO OPENINGS OR MORE. TYPICAL GARAGE OPENING DETAIL S3mOl
1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING,NO ADDITIONAL 3/4" V-0,
CONNECTORS ARE REQUIRED FOR THE HEADER,CRIPPLES, KINGS OR TOP PLATE. 0(j
OF 11
\\dV
NV
3/4 TION
-&3/4
C2
&3/4 &3/4 &3/4
-&-3/4
r
EL
(L
sw sw SEE TABLE BELOW FOR SHEAR WALL 7/16w OSB FASTENED TO FRAMING W/8d AT 40 O.C.
ON EDGE,8"O.C.IN FIELD.
SEE TABLE BELOW FOR SHEAR
w
HOLD DOWNS.SHEAR WALL ANCHORS
WALL HOLD DOWNS.SHEAR WALL
w
TO BE WITHIN 3m OF DOUBLE STUD BLOCK SHEETING EDGES WITHIN 4"OF GABLE END.
6
ANCHORS TO BE WITHIN 3n OF
GROUP.3nx3n SO WASHER AT TOP OF
DOUBLE STUD GROUP.3mx3n SO th
.........................................
THREADED ROD HOLD DOWN.
WASHER AT TOP OF THREADED
ROD HOLD DOWN. F MEDTOPPALTEW/SIMPSO H2.5W/(8)8d
w
COMMONS.
E
0
z 0
BLOCK BETWEEN OUTLOOKERS.
0 a. 0
LL
cl) W
w D
7/16n OSB FASTENED TO FRAMING
C) co
co
W/8d AS SHOWN IN THE TABLE 2x4 No.2 SYP X-BRACE.SEE PLAN FOR LOCATIONS.
BELOW
EXTEND BACK&FROM GABLE.ATTACH TO GABLE
7/16n OSB FASTENED TO FRAMING W/
AND TRUSS VERTICALS W/(3)16d. WHERE TRUSS
8d AS SHOWN IN THE TABLE BELOW
VERTICALS DON'T EXIST,APPLY 2X4 No.2 SYP
VERTICALS WITH(3)16d COMMONS AT EACH
INTERSECTION OF PROPOSED VERTICAL AND
w C>
EXISTING TRUSS.
HEADER KING STUDS ARE U)
HEADER KING STUDS ARE z
ACCPETABLE AS SHEAR WALL END
ACCIDETABLE AS SHEAR WALL 0
STUDS
co)
END STUDS
2x4x8'SYP LATERAL BRACE AT 48n.APPLY(2)16d
>
Z
w
THROUGH DIAGONAL BRACE INTO EACH CEILING cc
JOIST.
FASTEN ALL STUDS IN WALL TO TOP
FASTEN LATERAL BRACE TO GABLE BOTTOM CHORD
WITH(2)SIMPSON H2.5 WITH(8)8d.
PLATE WITH(2)SPH AND BOTTOM
PLATE WITH MSTA24.
U)
INSTALL DOUBLE STUD GROUP
AT EACH END OF SHEAR WALL. INSTALL DOUBLE STUD GROUP AT
FOR DOUBLE SHEAR WALLS,USE EACH END OF SHEAR WALL.FASTEN
(4)STUDS.
TO TOP PLATE WITH(2)SPH. ABLE BRACING DETAIL CF
w
CIO
15 w
3/4 l'-on 0
W
cv)
W D
Z
FASTEN DOUBLE STUD GROUP TO
LL
BAND BOARD BELOW WITH MSTA24 AT
1/2 ANCHOR BOLTS AT 240 O.C. 0 w
BETWEEN SHEAR WALL ENDS.
EACH STUD.
EMBED 8n MINIMUM AND USE 3m
r I
SQUARE WASHERS.
7/16n OSB SHEATHING
00
W Z
0)
cm
2x4 SPF STUDS AT 16w O.C.FASTEN TO
F-
BOTTOM PLATE WITH SPH AT 32n O.C.
2x4 No.2 SYP BOTTOM PLATE
3/4"PLYWOOD FLOOR DECKING
SHEARWALL SCHEDULE 0
SHEARWALL SCHEDULE. I ANCHOR SIZE FLOOR TRUSSES BY OTHERS.FASTEN 2x4 LATERAL AND DIAGONAL TRUSS
SHEARWALL EDGE SPACING SHEARWALL ANCHOR SIZE SHEARWALL EDGE SPACING SHEARWALL AND EMBED x TO WALL BELOW WITH H2.5A,ALL BRACING AT 24"O.C..FASTEN EACH
DESIGNATION 8d NAILS ANCHOR AND EMBED DESIGNATION 8d NAILS ANCHOR DEPTH HOLES FILLED WITH 10d NAILS. END WITH(3)10d TOE-NAILS.
DEPTH SW 3w O.C. HTT16 5/80,120 DEEP
SW 3"O.C. 1/2"ROD 1/2n, 12-DEEP
SW2 2n O.C. HDU8-SDS2.5 7/8-, 12- SW2 2m O.C. PHD6-SDS3 5/8-, 12n
L
NOTES c1q
(2)2x6 NO.2 SYP TOP PLATE
NOTES
1.-(2)-DESIGNATION IN THE TABLE REFERS TO BOTH 1 OF WALL BEING SHEATHED.
ALL THREAD CONNECTORS.SEE T
1.-(2)-DESIGNATION IN THE TABLE REFERS TO BOTH FACES OF WALL BEING SHEATHED. 2.5/160 HARDI-PANEL IS ONLY PERMITTED IN LIEU OF THE 7/160 OSI3 ON EXTERIOR WALLS IF SHOWN ON ALL-THREAD NOTES ON COVER SHEET FLOOR TRUSS SYSTEM BY OTHERS.
2.5/16n HARDI-PANEL IS ONLY PERMITTED IN LIEU OF THE 7/16n OSB ON EXTERIOR WALLS IF SHOWN ON THE, THE FRAMING PLAN. FOR INSTALLATION SPECIFICATIONS,
FRAMING PLAN. SPACING AND EMBEDMENT.
3.OPENINGS IN SHEAR WALL SEGMENTS ARE PERMITTED ONLY IF SHOWN ON THE FRAMING PLAN.
3.OPENINGS IN SHEAR WALL SEGMENTS ARE PERMITTED ONLY IF SHOWN ON THE FRAMING PLAN.SHEAR SHEAR WALL NAILING PATTERN MUST BE PROVIDEDABOVE AND BELOW OPENINGS. 7/16m OSB SHEATHING SEE WALL SECTION FOR DETAILS.
WALL NAILING PATTERN MUST BE PROVIDED ABOVE AND BELOW OPENINGS.
4.SHEARWALL SECTIONS ARE NAILED AT 6m O.C.IN FIELD WITH 8d COMMON NAILS.SEE TABLE FOR EDGE U)
4.SHEARWALL SECTIONS ARE NAILED AT 6"O.C.IN FIELD WITH 8d COMMON NAILS.SEE TABLE FOR EDGE SPACING.
SPACING.
rxUSS BRACING AT WALL-
SHEAR WALL ASSEMBLY DETAIL 2ND LEVEL SHEAR WALL CANTILEVER WALL SECTION- It-on
13 3/40 V-0" 14 3/4* l'-O" 16 3/4n V-0" w
THIRD FLOOR BALLOON FRAMED 2X4
SPF STUDS AT 16n O.C.
7/160 OSB WALL SHEATHING
3/4 PLYWOOD DECKING
2X6 BOTTOM PLATE 2x4 SPF STUDS AT 16n O.C.
2X4 NO.2 SYP BOTTOM PLATE
BEAM/LVL.SEE PLAN FOR SIZE AND PLIES. 1.25m BAND BOARD
FASTEN SECOND FLOOR STUDS TO 2x4 NO.2 SYP PT BOTTOM
6X6 PT NO.2 SYP POST BELOW BEAMS. 6X6 PT NO.2 SYP POST BELOW BEAM. FIRST FLOOR STUDS WITH MSTA36 AT PLATE.FASTEN TO BEAM
FASTEN BEAMS TO POST WITH LCE4,ALL FASTEN BEAM TO POST WITH AC6,ALL 32n O.C. BELOW WITH 16d NAILS AT 6w w 04
HOLES FILLED WITH 16d NAILS. HOLES FILLED WITH 16d NAILS. O.C. cm ul)
a cr)co
(2)2x6 NO.2 SYP TOP PLATE I-
SECOND FLOOR STUD TO 01
12n I-JOISTS AT 16n O.C. BEAM:MSTA24 AT 32N O.C. w<
te a.d
v \1 WITH(26)10d NAILS. cc w
SECOND FLOOR 2X6 SPF STUDS AT 16m 0 00
L)
BEAWLVL.SEE PLAN FOR SIZE AND PLIES. BEAM/LVL.SEE PLAN FOR SIZE AND PLIES. O.C. SEE PLAN FOR LVL SIZE.
TOP VIEW TOP VIEW
CN cm
co
0
SECTION ON BEAM 'V iij
22 c
cu
ECTION 3/4" l'-O" x 0
0
20 3/4n 1-on s? "-
BEAWLVL.SEE PLAN FOR SIZE AND PLIES. < co
LO 72
co) 0
cm
MIN 7/16"OSB SHEATHING. .2
Q cc 0
cf) 0)
2x8 AT 24"O.C. @
Al BEAWLVL.SEE PLAN FOR SIZE AND PLIES. 3/4 PLYWOOD DECKING . '-6i,
\N ylvr-
BEAWLVL.SEE PLAN FOR SIZE AND PLIES.
1X5 T&G SHEATHING.FASTEN TO
JOISTS WITH(2)10d RING SHANK NAILS
PER INTERSECTION.
N 8
6X6 PT NO.2 SYP POST BELOW BEAM.
6X6 PT NO.2 SYP POST BELOW BEAM. 12*I-JOIST BLOCKING
FASTEN BEAMS TO POST WITH LCE4,ALL FASTEN BEAMS TO POST WITH AC6,ALL z
HOLES FILLED WITH 10d NAILS. HOLES FILLED WITH 10d NAILS. 40
...........
(2)2x4 NO.2 SYP TOP PLATE
(2)2x6 NO.2 SYP TOP PLATE 2X4 SPF BALLOON FRAMED STUDS AT Wi
ELEVATION VIEW ELEVATION VIEW 12m I-JOISTS AT 16N O.C. 16"O.C.
SECOND FLOOR 2X6 SPF STUDS AT 16H Sheet No.
O.C.
ORNER ELEVATION- IDE ELEVATION-
18 3/4w= l,-O" 19 W40 11-o" ECTION
21 3/4"= l'-On UTLOOKER DETAIL- S3002
23 3/4n 1$.On
9 OF 11
-@G
3/4
73/4 =
3/4
a 0
EL
a-
MIN 7/16m OSB SHEATHING.
w
2x8 AT 24"O.C. v- 5; 1
(2)2x NO.2 SYP TOP PLATE 0 w
6 Of
z
SEE CONVENTIONAL FRAMING NOTES MIN 7/160 OSB SHEATHING.
FOR RAFTER TO PLATE CONNECTION.
2x8 AT 24"O.C. z
w
E
:3 Z 0
MIN 7/16"OSI3 SHEATHING. MIN 7/16w OSB SHEATHING. z 0 0
WINDOW HEADER.SEE PLAN. 0 a. 0
2x8 AT 24M O.C. 2x8 AT 24"O.C. i2 u-
0 cl
CO W
w D
co
co
WINDOW BY OTHERS. SEE CONVENTIONAL FRAMING NOTES (2)2X8 HEADER
FOR RAFTER TO PLATE CONNECTION.
I X5 T&G SHEATHING.FASTEN TO u')
WINDOW BY OTHERS. JOISTS WITH(2)10d RING SHANK NAILS L6
PER INTERSECTION.
7/16w OSB WALL SHEATHING AROUND w 0
WINDOWS
(2)2x NO.2 SYP TOP PLATE (2)2x4 NO.2 SYP TOP PLATE co
z
WINDOWS BY OTHERS 2X4 SPF BALLOON FRAMED STUDS AT 0
2XIO LEDGER
16n O.C. > C5
w Z
2X4 SPF STUDS AT 16"O.C.
)i (2)2x4 NO.2 SYP TOP PLATE 2X4 SPF STUDS AT 16n O.C.
2X8 BLOCKING AT EAVE.
k
2XIO LEDGER
(2)2x4 NO.2 SYP TOP PLATE 7/16"OSB WALL SHEATHING
Ile 2X4 SPF STUDS AT 16n O.C.
3/4m PLYWOOD DECKING
2X4 SPF STUDS AT 16n O.C. 2x8 AT 24m O.C.
2X4 SPF STUDS AT 160 O.C.
.........................
7/16"OSB WALL SHEATHING 7/16n OSB WALL SHEATHING 12w I-JOIST BLOCKING UNDER BEARING 2X4 BOTTOM PLATE Or)
.......... WALL.FILL OUTSIDE WITH 2X8 12n I-JOISTS.SEE PLAN. cy)
2X4 NO.2 SYP BOTTOM PLATE 2X4 NO.2 SYP BOTTOM PLATE BLOCKING.FASTEN STUD TO FILLER Z W
WITH MSTA18. FASTEN SECOND FLOOR STUDS TO Z W 0 cle)
z _j
FIRST FLOOR STUDS WITH MSTA36 AT 0 cl UJ u-
SEE CONVENTIONAL FRAMING NOTES 32n O.C.
FOR RAFTER TO PLATE CONNECTION.
G-P 1.25w BAND BOARD.
X
FASTEN SECOND FLOOR STUDS TO FLOOR TRUSSES BY OTHERS.
w
FIRST FLOOR STUDS WITH MSTA36 AT
(2)2x6 NO.2 SYP TOP PLATE
32m O.C. W
FASTEN BAND BOARD TO HEADER WITH
MSTA24 AT 320 O.C. WINDOW HEADER.SEE PLAN. F-
W
cr) Z
04
FLOOR TRUSSES BY OTHERS. 5
F-
FLOOR TRUSSES BY OTHERS. (2)2x6 NO.2 SYP TOP PLATE
J-J (2)2x6 NO.2 SYP TOP PLATE ECTION
co
FIRST FLOOR 2X6 SPF STUDS AT 160 WINDOW HEADER.SEE PLAN. 27 3/4"=l-0"
§3/4 0
4XIO BRACE O.C.
FASTEN SECOND FLOOR STUDS TO 26 ECTION-
FIRST FLOOR STUDS WITH MSTA,%AT 3/4n V-0'
32"O.C. ECTION uj
(2)2x NO.2 SYP TOP PLATE 25 W4n 10-00 cm
314 -&3/4
Ale >
a 2
4X4 BRACE, 1/2-X6 LAG SCREWS AT 12- 2
O.C. M N 7116w OSB SHEATHING.
FIRST FLOOR 2X6 SPF STUDS AT 16n
O.C. 2):8 AT 24"O.C.
(2)DOUBLE STUD GROUP BEHIND 4X4 1)'5 T&G SHEATHING.FASTEN TO
BRACE JOISTS WITH(2)10d RING SHANK NAILS
PER INTERSECTION. FASTEN 7/16'OSB W/8d @ 6-O.C.ON
EDGES, 12n O.C. IN FIELD.
2X6 RAFTERS AT 24"O.C.FASTEN
EACH END WITH LUS26.
(2 1 2x4 NO.2 SYP TOP PLATE
(2)2X6 DORMER RAFTER(3:12 PITCH).
ECTION 2)4 SPF BALLOON FRAMED STUDS AT RIPPED FOR FIT AT RIDGE.FASTEN
24 3/4" l'--0" iflo O.C. TO KNEE WALL STUDS WITH MSTA12.
--w- 2)[4 BOTTOM PLATE (2)2X6 RAFTERS AT TOP OF WALL
F)LSTEN SECOND FLOOR STUDS TO
FI:?ST FLOOR STUDS WITH MSTA36 AT (2)2x4 NO.2 SYP TOP PLATE
312n O.C. FASTENED WITH(2)ROWS 10d AT 16-
31 to PLYWOOD DECKING O.C.STAGGERED.MINIMUM 24"LAP
GP 1.25N BAND BOARD. WITH(12)10d IN LAP.
112"m I-JOISTS.SEE PLAN. 2x4 SPF STUDS AT 16n O.C.FASTEN LL
EACH END OF STUDS WITH H3,ALL
(2 2x6 NO.2 SYP TOP PLATE HOLES FILLED WITH 10d NAILS.
2)6 SPF STUDS AT 160 O.C. 2x4 NO.2 SYP PT BOTTOM PLATE.
FASTEN TO BLOCKING WITH H3,ALL co
7/16m OSB WALL SHEATHING HOLES FILLED WITH 10d NAILS. c co
% 2X8 RAFTER BELOW(8:12 PITCH)
w
2L, (L
ECOND LEVEL WALL PLAN
31 3/4"= l'-On 2X WALL BELOW.SEE SECTION
.......................... MIN 7116w OSB SHEATHING. 0 2.2
23IS3.02 0 U—LL
ECTION 0
2x8 AT 24"O.C. 29 0
,V411 1 1-00 cu
clj
C's
0
SEE CONVENTIONAL FRAMING NOTES (D A
'0 u-
FOR RAFTER TO PLATE CONNECTION. a '�.d
fu
x
1X5 T&G SHEATHING.FASTEN TO c>
JOISTS WITH(2)1 Od RING SHANK NAILS LO -2
T- m -5
PER INTERSECTION. CD r-
0 cf) 0
c'!
WALL SHEATHING PER TYPICAL
0
OAYJVZ.
WALL SECTION.
2X6X6SCAB.FASTEN TO TRUSS 11.88n WI-80 FLOOR JOISTS
I's
TOP CHORD WITH(2)ROWS OF ml
10d NAILS AT 6"O.C.
(2)2x6 NO.2 SYP TOP PLATE
HEADER,TYP. SEE PLANS F:)R SIZE,PLIES,
2X6 SPF STUDS AT 16w O.C.
AND NUMBER OF KINGS AN[ CRIPPLES.
> _4G
7/16m OSB WALL SHEATHING TRUSSES AT 24"O.C.
2X6 TOP PLATE.
ECTION KING STUDS&CRIPPLES:(6 16d BETWEEN Sheet No.
28 3/4n=l'-On ADJACENT KING STUDS AN CRIPPLES.
VERHAN10*% SCAB. TYPICAL HEADER FRAMING DETAIL
30
3/4"=l'-0" 32 1/2"=V-0" S3mO3
10 OF 11
EL
a. 0
co 0
cv) -3:
Co w
-7-
Lib
/A\
w
S
0
Of
LL
-----------
2X4 BLOCKING.SEE WALL BRACING
2X4 BLOCKING.SEE WALL BRACING uj
00 w D
DETAIL. DETAIL.
co
TOP PLATE TO KING STUD CONNECTION: TOP PLATE TO KING STUD CONNE
CTION:
w 0
(2)SIMPSON SPH WITH(12)lOdXl-lt2 (2)SIMPSON SPH WITH(12)lOdXI-112"
0
COMMONS AT EACH END OF HEADER.
COMMONS AT EACH END OF HEADER.
co)
Lu
WALL HEADER.SEE FRAMING PLANS FC R
WALL HEADER.SEE FRAMING PLANS FqR
SIZE AND PLIES. SIZ_E AND PLIES.
FASTEN ADJACENT STUDS W/(2)ROWS FASTEN ADJACENT STUDS W/(2)ROWS'
10d COMMON NAILS @ 8-O.C., O.C.,
10d COMMON NAILS @ 8
STAGGERED.FASTEN 7/16w OSB TO
STAGGERED.FASTEN 7116w OSB TO
EXTERIOR OF RETURNS&ABOVE DOOR EXTERIOR OF RETURNS&ABOVE DOOR
W/8d @ 3-O.C.ON EDGE, 12-O.C.IN FIELD.
W/8d @ 3-O.C.ON EDGE, 12-O.C.IN FIELD.
cle)
(y)
w
cv)
6'-10" e T-Ow 6'-W 64r z
VERIF N WITH ARCHITECTI.IF AL VERIFY WITH ARCHITECTURAL _ 10 VERIFY WITH ARCHITECTURAL VERIFY WITH ARCHITECTURAL w LL
3f
F—
HTT5 AT CRIPPLES,5/8-X8-ANCHOR HTT5 AT CRIPPLES,5/8-X8-ANCHOR C)
z
1>
Zi >
41
FINISH GRADE
>
T FINISH GRADE
>
6.
>
q17—
Lo
c >
PORTAL A PORTAL B (D 20 id
33 1/2" V-0" 34 1/2" l-V
(2)2x6 NO.2 SYP TOP PLATE AT
HANDRAIL
03
2X12 STAIR STRINGER.FASTEN
TO WALL WITH(2)SDS25400
SCREWS AT EACH INTERSECTION
OF STRINGER AND STUD.
co 04
C.)c 91 U)
2X6 SPF STUDS AT 16"O.C.
w
a.d
0
2X6 BOTTOM PLATE 0 U-U-
4)
a
C"4
I A i i
c a)
SEE FOUNDATION PLAN FOR
FOOTING SPECIFICATIONS.
;7c
-2 COD
co >
0
7 co) (a
(o
�01
GEOFF RE
ECTION
35 3/4" 1 1-0"
Sheet No.
S3mO4
11 OF 11
0
00 0
L
�411 TH—
REGRADE 100 LF ± OF USE EXISTING CONCRETE
V-BOTTOM SWALE WITH 2: 1 SS MITERED END SECTIONS IF
TO MATCH EXISTING. SOD ALL SUITABLE
MAP SHOWING SURVEY OF DISTURBED AREAS
........... ....... __- ....... - - ---__--___-_ - --_----__
BLOCK 77, 12 AND 7J, SECTION '"W" ATLANTIC BEACH, 40 45LF-15"RCP WITH
ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLA T E)aS77NG LIMEROCK BACKFILL TO
RRE HKIRWANT TO BOTTOM OF
BOOK 18, PAGE J4 OF THE CURRENT PUBLIC RECORDS OF ---_--
4-111111.1.11-t-_ ................W ....................................... ...... W-1-11-1.1-11111111-_---------------------------- -------------------------------- A;... DRIVEWAY SLAB. WRAP
------------------ ..............I---------------____-7 ......--- .............. ......8"
................ ------------ .......
DUVAL COUNTY, FLORIDA.
----------_e.......................................................... ...........
JOINTS PER DETAIL.
WES T 7ST STREET (50" RIW) ;'p'=. 7.
ST 8
ST-9
-7 SAA4 . ............. 20 40 90
/V ST !Ai1V=( 4,
LESS AND EXCEPT THOSE PORTIONS OF SAID BLOCK 71, 72 AND ....... MES MES
MES
7J LYING WITHIN THE EXISTING RIGHT OF WAY OF ATLANTIC
INV. EL.-4-94�-
BOULEVARD (STATE ROAD NO. 10) BEING A VARIABLE WIDTH (4.80) (7.99)
GRA OHI C 5 CA LLc IN f E L�c T
RIGH T OF WA Y A S SHO WN ON FL ORIDA DEPA R TMEN T OF -------__------------------------------------------------------.................. ........................----_--_-_-_ ------__-___ ....................
...........
4 (7.84 - - - -
'OA
IC/4, A
......... 24's
............................ ---- -------
TRANSPORTATION RIGHT OF WAY TRANSFER MAP SECTION 72700.
1 '" 20
5
A ----
A
4.7 4.8 N 'J7"'E 190.50' 0
(590,30
1'048
5) .7
.... ....... -------
(8.2)
X X
B _N
Iz-
.............---___
(7*8) 16' LF
IAI
.79)-
(14. LF (5-9)
TOP OF BANK(AB) GA TE
(5-9) U-)
12 HDPE) 7 POST"
.................
5.8)
Ir<
...........
0)
0)
5.9)
2.1)
ST-6 ..... .......
A�
TYPE "C" INLET POND (0%
TOP EL. 8.88 (Z9 SS -6)(0 -
SLOT EL. 15.38 (15" WEIR)(6.2 ,P" POND B DTTOM ST-5 MES ST-4
3.58
EL. INV. EL -- TYPE "C" INLET
INV. EL. 5.88 (4.9 ...... CRUSHE�_�OK
/�1- "q O< (-)2.00 (5.9 TOP EL. 8.99 (Z89)
0 (2.9) STONE
SUMP EL. 4.00 (GROUT FULL) SURFACE INV. EL. z3.88 (S)(,3.70)
INV. EL. 3.68 (N)(3.71)
2 8 E-F
(5.7)
10-0) :�!A<
i 5 1 DR&
L
5)
HDPE)
(5-8) ' B 830 9.00
....... 8.80
ro 8.50
(5.4
PUMP
HOUSE
ST-3 (9-00)
8 8.65
.................
.60
"C" INLET
K LIGHT
_d
TOP EL. 4�-._139 9) POLE
C- CONC.
9.00
INV. EL. *e&P. 4)NE
(378)E
.99)S
CU
78)W 00.
8"-fOCK 11 "Ile
ELECTRIC-7'
WA 7ER LINE-,
W W W W W W PANEL
TOP=(Z 39) A
164�
0i STUBOUT
ro (9. 9.
9.04
AND PLUG SEWWER Ll
C\4 A 9.
TOP=(6.69)
(OPTIONAL)
900
P-1.OCK 10 4
RD 81' �4
Q) 8.60
0 .4 ROOF DRAIN
(3-1 0 ROOF DRAIN CLEANOUTO
.CN I T* -4 CLEANOUT
FARMHOUSE BUILDING
Q) POLE
Q) FFE 9.75
D�
............--__-
ROOF DRAIN (64' x 40')
CON(�.* A CLEANOU T ROOF DRAIN
9.00 CLEANOUT
7M A
13.5' Q - 5.3,
ST 2
10 LF STUBOUT
4" PVC FOR TYPE "C" INLET ABBREVIATIONS THAT MAY BE USED IN THIS SURVEY
`3
POSSIBLE FUTURE TOP EL. ABBREVIA TION DEFINI T1 ON ABBREVIATION DEFINITION
METAL CONTAINERS CONNECTION
NV. C71
><LZ P.C.P. Permanent Control Point L.B. Licensed Business
P.R.M. Permanent Reference Monument R.L.S. Registered Land Surveypr
5.0,
(4.00)1>. P.0.B. Point of Beginning J,E.A. Jacksonville Electric Authority
P.C. Poin t of Curvature EQUIP Equipmen t
rn .3< P. T Point of Tangency A A Ir Con dition er
C
P.R.C. P0 t of Reverse Curvature C.A. T V
135" Cable Television
9.70
P./. Po t of Intersection OHL
Overhead Lines
Lo 9.20 R1W Rljht of Way Field Measured
(F M.)
A Radius equals
X O.R. V 0 i�ial Records Volume R=
'NORUSHED Q) Deed Book
D.B. L Arc Lenth equals
--------- & Distance equals
Ch. Chord Bearing
Pg. pcge
STONE
SURFACE Buioing Restriction Line Delta or Central Angle equals
B.R.L.
Esm t Ec_Ivm en t /.P. Iron Piq e
Conc. Concrete
GRE NHOUSE
(63' x 84') LEGEND
FFE 9.75 DENOTES CONCRETE MONUMENT
(8-95) 9.60
AT ALL EDGE X-X DENO TES FENCE
S
A SF-INA.1.T
0 DENOTES 112" IRON PIPE SET
ST-1 5 FT TOP LANDING
W77-1 CAP, R. MILLER & ASSOC.
0 DENOTES IRON PIPE FouND
T E "C" I�LET ..bt
(NO TED)
OP EL. 8.88 (Z85
V. EL. 4-5&(4.31)N
&60 ROOF DRAIN N10V 2 1 2016
)E
CLEANOUT 5.0'
4.39)W A
S
PK]
STUBOUT- &50 CONNECT ROOF t1ij
...... GA TE
... AND PLUG GA 7E DRAINS TO 8" PVC INV 5.99
M
PIOLC & POST
P
M C) P VC)
AP4CW10P OST (91.4 LF - 6 (5.00)
&20 7.00 6' CURB TRANSITION TO FLU$H
A.. ........
P
"W 4 7.80'
N89*40'45 W 7 42. Zj 6.40 S89 OJO'J6
............. I P
.....................1.111,1111'..,..............................................................
(6.J�
............ ..........
'-(6777T-------
...........
................. ---__----
-71 ).26) INFORMAT`ION PROVIDED BY: AS BUILT INFORMATION PROVIDED BY:
SUR VE YOR 5 NO TES i (6.13) (6.90) DATE:
A NAME: BROWN & LUKE CONTRACTING 6701 BEACH BOULEVARD, SUITE 200
INSTALL FDOT (6.08) NAME: RICHARD A. MILLER & ASSOCIATES
ADDRESS: 10745 ALTA DRIVE JACKSONVILLE, FLORIDA 32216
1. Bearings are based on the S. R1W LINE OF WEST 1ST STREET (N89*JO'J7"E). APPROVED INLET DROP CURB -CURB TRANSITION JACKSONVILLE, FLA. 32226 PHONE: (904) 721-1226
2. Th is is an A S-BUIL T SUR VE Y PROTECTION FLOW LINE TO FLUSH INSTALL FDOT PHONE: (904) 425-4085 1 HEREBY CERTIFY THAT THE:
J. Devotions shown thus (15.0) refer to North American Vertical Datum ELEV. 6.00 PAVEMENT X WATER MAIN
of 1988, (NA VD 88). CURB TRANSITION TO FLUSH-/ FLOW LINE "FLOW LINE APPROVED INLET I HEREBY CERTIFY THAT THE MATERIALS AND QUANITIES -CURB & GUTTER -FORCE MAIN
ELEV. = 5.7E) ELEV. = 6.13± PROTECTION USED IN THE CONSTRUCTION OF: X STORM & DRAINAGE -LIFT STATION
4. By Graphic plotting only, the property shown hereon lies within Zone: "X' -PAVEMENT X WATER MAIN SYSTEM X SANITARY SEWER
(5-80) (6.06) -CURB & GUTTER -FORCE MAIN GRAVITY SYSTEM
as shown on the Federal Emergency Management Agency (FE.M.A.). National Flood Insurance X STORM & DRAINAGE -LIFT STATION ARE AT THE HORIZONTAL AND VERTICAL LOCATIONS AS
Program, Flood Insurance Rate Map (F.I.R.M.) Community-Panel Number 120JlC 0408 H SYSTEM X SANITARY SEWER SHOWN ON THESE "AS-BUILT" DRAWINGS AND MEET THE
W 601 GRAVITY SYSTEM STANDARDS OF PRACTICE AS OUTLINED AND,,SET
Map Revised date : 6-J-1J 1 ARE IN ACCORDANCE WITH THE APPROVED PLANS AND JEA STANDARDS FORTH BY THE FLORIDA BOARD OF PROFESSIONAL--sIAND
AND COUNTY SPECIFICATIONS, UNLESS OTHERWSE APPROVED BY THE SURVEYORS AND MAPPERS, IN CHAPTER 54�6-17.051 AND 5J-17.052
5. Unless otherwise noted, any portion of the parcel that may be deemed as Wetlands REGULATORY AGENCY. FLORIDA ADMINISTRATIVE CODE.
\-SIDEWALK FOLLOWS BACK THIS SURVEY IS NOT VALID WITHOUT THE-SIGNATURE AND'ORIGfNAL
by State or Governmental Agencies, has not been determined and any liability resulting OF CURB ELEVATION SIGNATURE RAISED SEAL OF A FLORIDA LICENSED SURVEYORIAND MAPPER.-
therefrom is not the responsibility of the undersigned. A TLANTIC. BOULEVARD (STATE ROAD NO. 10) NAME: DRAWING FILE NAME:
6. There may be Restrictions or Easements of Record evidenced by title examination that RIGHT OF WAY VARIES PER FDOT R1W 7RANSFER A4Ap SECT70N 72100 12: 1 SS RAMP SECTION (6 FT TYP.) (MAX.) UNDERGROUND UTILITY DATE OF FIELD SURVEY: 1��2
have not been shown hereon. I STATE LICENSE NO.
UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED 5 FT "BOTTOM" LANDING AREA SIGNATURE
SURVEYOR AND MAPPER, THIS DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL NAME: WILLIAM J. ELROS
PURPOSES ONLY, AND IS NOT VALID. STATE OF FL., P.L.S. NO. 58
REV. 7-31-15 TO ADD CONTAINERS, PUMP HOUSE, ELEC. PANEL & CONDUIT
3
T
A
7 _41
........................ ......................
........
(3
SE9�R LINE�,
Top (6.69)