0 10 20 REGISTE, SLIGER ENGINEERING, INC.
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Transcript of 0 10 20 REGISTE, SLIGER ENGINEERING, INC.
EXISTING
MANUFACTURED
HOME
EXISTING CONCRETE PAD
EXISTING FENCE
WITH GATE
EXISTING CONCRETE
DRIVE
EXISTING DIRT
DRIVE
EXISTING DIRT
DRIVE
EXISTING FENCE
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'
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EXISTING METAL
STORAGE SHED:
F.F.E. 20.28'
EXISTING
GRINDER PUMP
EXISTING HOSE
BIB
EXISTING WATER
VALVE
EXISTING TELEPHONE
SERVICE BOX
EXISTING WELDED
WIRE FENCE
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CONTROL POINT #1
T.B.M. ELEV.:19.73'
N: 502244.8656
E: 1408323.4653
LAT: 30°22'08.52" NORTH
LONG: 86°16'34.90" WEST
CONTROL POINT #2
T.B.M. ELEV.:19.98'
N: 502197.8521
E: 1408370.6158
LAT: 30°22'08.06" NORTH
LONG: 86°16'34.35" WEST
CONTROL POINT #3
T.B.M. ELEV.:21.85'
N: 502128.2977
E: 1408292.1321
LAT: 30°22'07.36" NORTH
LONG: 86°16'35.24" WEST
EXISTING 4' TALL
WOOD WALL AND
DECK
1. THIS SURVEY WAS PERFORMED IN AND IS DIGITALLY REFERENCED TO THE FLORIDA STATE PLANE
COORDINATE SYSTEM, NORTH ZONE, N.A.D. 83.
2. THIS PARCEL IS LOCATED IN FLOOD ZONE X, NO MINIMUM FLOOR ELEVATION REQUIRED, AND
FLOOD ZONE A, NO MINIMUM ELEVATION DETERMINED, AS DETERMINED BY SCALE FROM F.E.M.A.
MAP NUMBER 12131C0657 G, PANEL 657 OF 738, DATED SEPTEMBER 29, 2010, WALTON
COUNTY, FLORIDA.
3. NO ENVIRONMENTAL JURISDICTION LINES HAVE BEEN DETERMINED BY EMERALD COAST
ASSOCIATES, INC.
4. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A CURRENT ABSTRACT OF TITLE OR
TITLE INSURANCE POLICY. NO SEARCH OF THE PUBLIC RECORDS WAS PERFORMED BY EMERALD
COAST ASSOCIATES INC. NO CERTIFICATION IS GIVEN THAT EASEMENTS, UNDERGROUND
ENCROACHMENTS OR OTHER MATTERS OF RECORD DO NOT EXIST.
5. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT
MAY BE FOUND IN THE PUBLIC RECORDS OF WALTON COUNTY, FLORIDA.
6. APPARENT USES ARE AS SHOWN.
7. NO STRUCTURAL FOUNDATIONS BELOW THE SURFACE OF THE GROUND WERE LOCATED.
8. GRAPHIC SYMBOLISM OF CORNER MONUMENTATION, UTILITIES, SIGNS, ETCETERA, ARE
EXAGGERATED FOR CLARITY AND ARE NOT TO SCALE. THE CENTER POINT OF WHICH IS
ACCURATELY PLOTTED TO SCALE AND/OR DIMENSIONED THERETO.
9. NO UNDERGROUND UTILITIES OR UTILITY LINES WERE LOCATED.
10. ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM (1988).
TOPOGRAPHICAL SURVEY WAS PERFORMED BY EMERALD COAST ASSOCIATES, INC. AND WAS SIGNED,
SEALED AND DATED ON 08/22/2017
SURVEY NOTES:
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CIVIL AND STRUCTURAL ENGINEERING CONSULTANT
CERT. OF AUTHORIZATION # 9292
3370 CAPITAL CIRCLE NE, SUITE J - TALLAHASSEE, FL 32308
PHONE: (850) 894-4521 - FAX: (850) 224-0505
0 10 20
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KEVIN GREEN 11/3/2017 9:18:02 AM Z:\2017_CURRENT_PROJECTS\1710_TOPSAIL HILL RANGER RESIDENCE\DGN\00000001710\ROADWAY\DSGNRDEXIST.DWG
1 INCH = 10 FEET
AutoCAD SHX Text
Bureau of Design and Construction
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DATE
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REVISION
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SYMBOL
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D
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C
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DATE
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REVISION
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SYMBOL
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Office of Operations
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Department of Environmental Protection
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3800 Commonwealth Blvd., Tallahassee, FL 32399 (850) 425-2300
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B
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A
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STATE PROJECT No.:
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ISSUE DATE:
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COMP. FILE No.:
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REVIEWED BY:
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DRAWN BY:
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DESIGNER :
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Consultant :
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PROFESSIONAL REGISTRATION
AutoCAD SHX Text
PROJECT TITLE
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SHEET NO.
AutoCAD SHX Text
SHEET TITLE
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JOHN F. SLIGER II, P.E.
AutoCAD SHX Text
P.E. No. 55550
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KLG
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KLG
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JFS
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C101
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10/3/17
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61153C
SAW CUT AND REMOVE
EXISTING CONCRETE
SAW CUT AND
REMOVE EXISTING
CONCRETE
CONSTRUCT NEW 4"
THICK SIDEWALK
6'-0"
10'-3"
25'-4"
CONSTRUCT NEW RANGER RESIDENCE
TOP OF SLAB- 21.00'
REAR PORCH:
4" STEP DOWN.
SLOPED 1% AWAY FROM
MAIN STRUCTURE
CONTROL POINT #1
T.B.M. ELEV.:19.73'
N: 502244.8656
E: 1408323.4653
LAT: 30°22'08.52" NORTH
LONG: 86°16'34.90" WEST
CONTROL POINT #2
T.B.M. ELEV.:19.98'
N: 502197.8521
E: 1408370.6158
LAT: 30°22'08.06" NORTH
LONG: 86°16'34.35" WEST
CONTROL POINT #3
T.B.M. ELEV.:21.85'
N: 502128.2977
E: 1408292.1321
LAT: 30°22'07.36" NORTH
LONG: 86°16'35.24" WEST
4' TALL, 4" WIDE
WOOD WALL AND
DECK TO BE
REMOVED
FRONT ENTRY SLAB:
4" STEP DOWN.
SLOPED 1% AWAY FROM
MAIN STRUCTURE
MATCH
EXISTING
MATCH
EXISTING
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EXISTING
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PAD TO
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EXISTING
STRUCTURE
TO
REMAIN
EXISTING
DIRT
DRIVE
EXISTING
DIRT
DRIVE
EXISTING
CONCRETE
DRIVE
6'-0"
8'-0"
GRINDER PUMP TO BE
LOCATED AND PROTECTED
GENERAL DEMOLITION NOTES:
1. THE CONTRACTOR SHALL NOTIFY UTILITY OWNERS THROUGH SUNSHINE STATE ONE CALL OF FLORIDA, INC. AT
(B00)-432-4770 OR (811) TWO FULL BUSINESS DAYS IN ADVANCE OF BEGINNING CONSTRUCTION ON JOB SITE.
2. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ANY AND ALL DEMOLITION PERMIT(S) REQUIRED.
3. FIELD VERIFY EXISTING CONDITIONS PRIOR TO THE START OF DEMOLITION OPERATIONS. BRING ANY DISCREPANCIES
WHICH MAY SIGNIFICANTLY AFFECT DEMOLITION OR NEW CONSTRUCTION WORK TO THE ATTENTION OF THE ENGINEER
FOR REVIEW.
4. COORDINATE TIMING AND HOURS OF DEMOLITION OPERATIONS WITH OWNERS SCHEDULE.
5. MINIMIZE NOISE FROM DEMOLITION OPERATIONS PARTICULARLY WHEN CONDUCTED DURING PARK HOURS.
6. ALL APPLICABLE OSHA REQUIREMENTS MUST BE OBSERVED DURING THE DEMOLITION PROCESS.
7. PRESERVE AND PROTECT ANY MATURE LANDSCAPING DURING DEMOLITION. EXISTING LANDSCAPING MAY NOT BE
REMOVED FROM THE SITE.
8. DURING DEMOLITION, SATISFACTORY BARRICADES SHALL BE ERECTED TO SAFEGUARD AGAINST INJURY TO THE PUBLIC
AND ADJACENT STRUCTURES. A TEMPORARY FENCE SHALL BE PLACED AROUND THE SITE.
9. ALL WINDOW AND DOOR GLASS SHALL BE REMOVED FROM THE STRUCTURE PRIOR TO DEMOLITION.
10. ALL RUBBLE AND DEBRIS SHALL BE KEPT THOROUGHLY WETTED DOWN TO PREVENT DUST AND DIRT FROM RISING
AND SPREADING IN THE AIR.
11. REMOVE DEMOLITION MATERIALS FROM THE SITE PROMPTLY AND DISPOSE OF LEGALLY AT AN OFF SITE LOCATION.
12. ALL AREAS DISTURBED BY THE DEMOLITION SHALL BE GRADED TO ADJACENT GRADES AND ALL DISTURBED
AREAS OUTSIDE THE BUILDING LIMITS SHALL BE SODDED. ANY EXCAVATION SHALL BE GRADED WITH A PROPER
CROWN TO ALLOW FOR SETTLEMENT.
13. EXPLOSIVES SHALL NOT BE USED.
14. ALL UTILITIES SHALL BE TURNED OFF, DISCONNECTED, AND CAPPED PRIOR TO DEMOLITION OF EXISTING BUILDING.
1. THIS SURVEY WAS PERFORMED IN AND IS DIGITALLY REFERENCED TO THE FLORIDA STATE PLANE
COORDINATE SYSTEM, NORTH ZONE, N.A.D. 83.
2. THIS PARCEL IS LOCATED IN FLOOD ZONE X, NO MINIMUM FLOOR ELEVATION REQUIRED, AND
FLOOD ZONE A, NO MINIMUM ELEVATION DETERMINED, AS DETERMINED BY SCALE FROM F.E.M.A.
MAP NUMBER 12131C0657 G, PANEL 657 OF 738, DATED SEPTEMBER 29, 2010, WALTON
COUNTY, FLORIDA.
3. NO ENVIRONMENTAL JURISDICTION LINES HAVE BEEN DETERMINED BY EMERALD COAST
ASSOCIATES, INC.
4. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A CURRENT ABSTRACT OF TITLE OR
TITLE INSURANCE POLICY. NO SEARCH OF THE PUBLIC RECORDS WAS PERFORMED BY EMERALD
COAST ASSOCIATES INC. NO CERTIFICATION IS GIVEN THAT EASEMENTS, UNDERGROUND
ENCROACHMENTS OR OTHER MATTERS OF RECORD DO NOT EXIST.
5. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT
MAY BE FOUND IN THE PUBLIC RECORDS OF WALTON COUNTY, FLORIDA.
6. APPARENT USES ARE AS SHOWN.
7. NO STRUCTURAL FOUNDATIONS BELOW THE SURFACE OF THE GROUND WERE LOCATED.
8. GRAPHIC SYMBOLISM OF CORNER MONUMENTATION, UTILITIES, SIGNS, ETCETERA, ARE
EXAGGERATED FOR CLARITY AND ARE NOT TO SCALE. THE CENTER POINT OF WHICH IS
ACCURATELY PLOTTED TO SCALE AND/OR DIMENSIONED THERETO.
9. NO UNDERGROUND UTILITIES OR UTILITY LINES WERE LOCATED.
10. ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM (1988).
TOPOGRAPHICAL SURVEY WAS PERFORMED BY EMERALD COAST ASSOCIATES, INC. AND WAS SIGNED,
SEALED AND DATED ON 08/22/2017
SURVEY NOTES:
19
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CONTRACTOR TO PROVIDE ALL MATERIALS AND LABOR TO
CONNECT PROPOSED OUTFALL PLUMBING TO EXISTING
GRINDER PUMP AND PROPOSED WATER SERVICE TO EXISTING
WATER SUPPLY.
CONTRACTOR TO MAINTAIN A MINIMUM OF 18" VERTICAL
CLEARANCE BETWEEN WATER MAIN AND ANY INTERSECTING
SANITARY SEWER. IN ADDITION, CONTRACTOR SHALL MAINTAIN
A MINIMUM DISTANCE OF 10' HORIZONTAL CLEARANCE
BETWEEN THE WATER MAIN AND ANY SANITARY SEWER WHEN
THE SAME IS RUNNING PARALLEL TO THE WATER MAIN. IF
THE HORIZONTAL OR VERTICAL SEPARATION REQUIREMENTS
CANNOT BE ACHIEVED, THE WATER MAIN SHALL BE
CONSTRUCTED OF DUCTILE IRON OR SHALL BE CONCRETE
ENCASED FOR A DISTANCE OF 10' FROM EITHER SIDE OF THE
INFRACTION.
ALL WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA
BUILDING CODE, PLUMBING (FBC-P) 2017.
DENOTES CONCRETE TO BE REMOVED
R
2
'
(T
Y
P
.)
(6" TYP. @ MAIN STRUCTURE,
2" TYP. AT PORCH/ ENTRY SLABS)
EXTERIOR WALL
FOUNDATION
GRADING DETAIL
(NTS)
R 6'
R
6
'
INSTALL 193 LF
SILT FENCE
INSTALL 84 LF
SILT FENCE
LAYOUT POINT:
N: 502215.4831
E: 1408389.6569
ELEV. 21.00'
ELEV. 21.00'
ELEV. 21.00'
ELEV. 21.00'
ELEV. 21.00'
ELEV. 20.61'
ELEV. 20.61'
ELEV. 20.67'
ELEV. 20.67'
ELEV. 20.56'
ELEV. 20.67'ELEV. 20.67'
ELEV. 20.62'
ELEV. 20.62'
ELEV. 20.67'
ELEV. 20.67'
2
0
18'-10"
60'-0"
R 6'
R 4'
ELEV. 20.51'
ELEV. 20.56'
ELEV. 20.61'
ELEV. 20.56'
SIDE ENTRY SLAB:
4" STEP DOWN.
SLOPED 1% AWAY FROM
MAIN STRUCTURE
42" X 42" X 6" THICK
CONCRETE PAD FOR AC
ELEV. 20.50'
EXISTING
FENCE TO
REMAIN
EXISTING WOOD
PALLETS TO BE
REMOVED
EXISTING FENCE
TO REMAIN
BACK ENTRY SLAB:NO STEP DOWN
FROM PORCH
5'-0"
5'-0"
5'-0"
5'-0"
SIDEWALK DETAIL
(NTS)
4"
6'-0" (TYP.)
4" THICK CONCRETE SIDEWALK.
MEDIUM BROOM FINISH WITH
6X6-W1.4XW1.4 W.W.R.
2% CROSS SLOPE MAX.
NOTES:
1. ALL SIDEWALK JOINTS PER FDOT DESIGN STANDARDS, INDEX 310.
2. CONCRETE AT 4000 PSI AFTER 28 DAYS WITH MAXIMUM W/C RATIO OF 0.48.
3. ALL SIDEWALKS SHALL MEET ADA STANDARDS.
COMPACT TO 95% MODIFIED PROCTOR 1'-0"
MIN. BEYOND EDGE OF SIDEWALK.
1
:4
M
A
X
.1
:4
M
A
X
.
1'-0" (MIN.)1'-0" (MIN.)
GENERAL CONSTRUCTION SEQUENCE:
1. INSTALL EROSION CONTROL MEASURES.
2. LOCATE EXISTING WATER AND SEWER LINES AND TEMPORARILY CAP. SHUT OFF AND DISCONNECT ELECTRICAL. ALL
EXISTING UTILITIES SHALL BE REMOVED FROM WITHIN THE FOOTPRINT OF THE NEW STRUCTURE. CONTRACTOR MAY
INSTALL A HOSE BIB ON EXISTING WATER LINE FOR WATER USE DURING CONSTRUCTION.
3. DEMOLISH EXISTING STRUCTURE AND GRADE AREA TO MATCH THE SURROUNDING NATURAL GRADE.
4. CONSTRUCT NEW RANGER RESIDENCE.
5. CONNECT EXISTING WATER, SEWER, AND ELECTRICAL LINES TO NEW STRUCTURE. SEE ELECTRICAL AND PLUMBING
PLANS FOR DETAILS. ALL COSTS FOR ALL UTILITY WORK AND MATERIALS SHALL BE PAID FOR BY THE CONTRACTOR.
6. PERFORM ALL WORK NECESSARY FOR GRADING, SIDEWALKS, AND ENTRY SLABS.
7. RESTORE ANY AREAS ADVERSELY AFFECTED BY CONSTRUCTION TO ORIGINAL CONDITION AND PLACE SOD ONCE
CONSTRUCTION IS SUBSTANTIALLY COMPLETE.
8. REMOVE EROSION CONTROL MEASURES AND REPAIR ANY AREAS AFFECTED BY SILT FENCE WITH FILL, GRADING,
AND/ OR SOD.
NOTE: ANY DAMAGE TO THE SITE (INCLUDING, BUT NOT LIMITED TO: SIDEWALKS, CURB, DRIVEWAYS OR ASPHALT)
INFLICTED BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED AT THE OWNERS DISCRETION AT THE
EXPENSE OF THE CONTRACTOR.
HOSE BIB, TELEPHONE,
AND VALVE TO BE
RELOCATED AS NEEDED
REMOVE 80 LF
OF WIRE FENCE
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CIVIL AND STRUCTURAL ENGINEERING CONSULTANT
CERT. OF AUTHORIZATION # 9292
3370 CAPITAL CIRCLE NE, SUITE J - TALLAHASSEE, FL 32308
PHONE: (850) 894-4521 - FAX: (850) 224-0505
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KEVIN GREEN 11/7/2017 3:41:41 PM Z:\2017_CURRENT_PROJECTS\1710_TOPSAIL HILL RANGER RESIDENCE\DGN\00000001710\ROADWAY\DSGNRDGRADING.DWG
1 INCH = 10 FEET
AutoCAD SHX Text
Bureau of Design and Construction
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
SYMBOL
AutoCAD SHX Text
D
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C
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DATE
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REVISION
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SYMBOL
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Office of Operations
AutoCAD SHX Text
Department of Environmental Protection
AutoCAD SHX Text
3800 Commonwealth Blvd., Tallahassee, FL 32399 (850) 425-2300
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
STATE PROJECT No.:
AutoCAD SHX Text
ISSUE DATE:
AutoCAD SHX Text
COMP. FILE No.:
AutoCAD SHX Text
REVIEWED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
DESIGNER :
AutoCAD SHX Text
Consultant :
AutoCAD SHX Text
PROFESSIONAL REGISTRATION
AutoCAD SHX Text
PROJECT TITLE
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
JOHN F. SLIGER II, P.E.
AutoCAD SHX Text
P.E. No. 55550
AutoCAD SHX Text
KLG
AutoCAD SHX Text
KLG
AutoCAD SHX Text
JFS
AutoCAD SHX Text
C102
AutoCAD SHX Text
10/3/17
AutoCAD SHX Text
61153C
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HOT WATER
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VENT PIPING
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%%UPLUMBING LEGEND
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SYMBOL
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ELBOW DOWN
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TEE UP
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TEE DOWN
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ELBOW UP
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SANITARY PIPE
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CHANGE IN PIPE SIZE
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DOMESTIC COLD WATER
AutoCAD SHX Text
C. PROVIDE DIELECTRIC UNIONS BETWEEN FERROUS AND NON-FERROUS PIPING (INCLUDING PIPING AND WATER HEATER STUBS WHERE DIFFERENT). D. VALVES - PROVIDE WHERE SHOWN AND/OR SPECIFIED, INCLUDING ALL FIXTURES OR EQUIPMENT NOT FURNISHED WITH STOPS. ALL VALVES OF EACH TYPE SHALL BE THE PRODUCT OF ONE MANUFACTURER, STOCKHAM UNITS AS INDICATED BELOW, OR EQUALS BY CRANE OR WALWORTH. ALL VALVES SHALL BE RATED 200 LB. WWP. E. BALL VALVES 2" AND SMALLER - S-207 BR CAST BRONZE FOR THREADED PIPE. F. SHOCK ABSORBERS - CERTIFIED BY PLUMBING AND DRAINAGE INSTITUTE STANDARD PDI-WH2O1. PROVIDE WHERE INDICATED. G. WALL HYDRANTS (TYPICAL) - SEE FIXTURE SCHEDULE. FURNISH VACUUM BREAKER ON EACH HYDRANT. H. YARD HYDRANTS (TYPICAL) - NON-FREEZE 3/4" CHROMIUM PLATED BRONZE HOSE BIBB WITH LOOSE KEY, WADE W-8620 WITH INTEGRAL BACKFLOW PREVENTER OR APPROVED EQUAL. FURNISH VACUUM BREAKER ON EACH HYDRANT. INSTALL FLUSH WITH FINISH GRADE. SEE DRAWINGS FOR LOCATION. I. PRESSURE REDUCING VALVES - WATTS/MUESCO SERIES I 15 AS SIZED ON DRAWING, FURNISH WITH WATTS NO. 77S OR 77F "Y" TYPE STRAINER, CRANE OR STOCKHAM. J. THERMOMETERS - "ANY ANGLE" TYPE WITH 9 INCH SCALE AND SUITABLE TEMPERATURE RANGE, AS MANUFACTURED BY TRERICE TYPE BX. THERMOMETERS SHALL BE MERCURY ACTUATED WITH PHENOL CONDENSATE WITH ALUMINUM OR BRASS CASES AND 6" SOCKET WITH EXTENSION NECK. LOCATE SO AS TO BE CONVENIENT FOR READING. EQUAL PRODUCT BY WESKLER, MARSH OR MAXWELL MOORE WILL BE ACCEPTED. K. PRESSURE GAGES - BOURDON TUBE TYPE, AS MANUFACTURED BY TRERICE NO. 600 COMPLETE WITH CAST ALUMINUM CASE, NO. 872 VIBRATION OR PULSATION SNUBBER AND NO. 735 NEEDLE VALVE. GAGE DIALS SHALL BE NOT LESS THAN 4-1/2" AND CASES SHALL BE OF ALUMINUM ALLOY. FURNISH WITH SUITABLE PRESSURE RANGES FOR EACH APPLICATION. EQUAL PRODUCTS BY WESKIER, MARSH OR ASHCROFT WILL BE ACCEPTED. AN 1/8" L. VACUUM BREAKER - WATTS NO. 36A , CRANE OR STOCKHAM. 3.5 PIPE HANGERS AND SUPPORTS: PER FT FO A. SPACING - INSTALL SUPPORTS AS REQUIRED TO PREVENT SAGS, BENDS OR VIBRATION IN ANY CASE PROVIDE WITHIN SIX INCHES OF ELBOWS AND VALVES, AT ENDS OF BRANCHES OVER FIVE FEET, AND ON CENTERS NOT EXCEEDING THE FOLLOWING: 1. COPPER TUBING - UP TO 1". 6 FEET: OVER 1", 8 FEET 2. STEEL PIPE - UP TO 1-1/4", 8 FEET: 1-1/2" AND 2", 10 FEET: 2" THROUGH 3-1/2", 12 FEET OVER 3-1/2", 16 FEET 3. CAST IRON PIPE - REFER TO SANITARY PIPING B. EQUAL PRODUCTS - EQUIVALENT DEVICES BY GRINNELL. ELSEN. STOCKHAM OR CRANE WILL BE ACCEPTED. C. HANGER RODS - OF MILD STEEL, THREADED AS REQUIRED. USE NOT SMALLER THAN 3/8" RODS FOR PIPE 2" AND UNDER, 1/2" RODS FOR PIPES 2-1/2" THROUGH 6", BUT GENERALLY AS STANDARD FOR THE HANGER SELECTED. SUPPORT RODS WITH THREADED INSERTS, EXPANSION SHIELDS OR BEAM CLAMPS. D. AT TYPICAL SUSPENDED HORIZONTAL PIPE - ADJUSTABLE CLEVIS OR SPLIT-RING TYPE, EQUAL TO FEE & MASON 239 OR 215. E. WHERE IN CONTACT WITH COPPER PIPE - SAME AS ABOVE EXCEPT HANGERS COPPER PLATED. F. VERTICAL PIPING ALONG WALL - FEE & MASON #241 RISER CLAMPS AT FLOORS AND #336 STAND-OFF BRACKETS TOGGLE BOLTED TO WALL. PLACE UNDER HUBS OR COUPLINGS WHERE AT ALL POSSIBLE. GRINNELL OR WATTS. G. ON INSULATED LINES - SIZE HANGER LOOPS TO FIT OVER INSULATION, AND PROVIDE 12" LONG, 22 GAUGE GALVANIZED SHEET METAL HALF-ROUND SADDLES TO PROTECT INSULATION. H. SUPPORTS FOR WATER SUPPLY PIPING IN SPACES BEHIND PLUMBING FIXTURES - ABS BRACKETS AND U-BOLTS. SECURE THE TWO-PIECE BRACKETS TO CAST IRON STACKS. U-BOLTS SHALL BE SIZED TO BEAR ON THE PIPE. BRACKETS SHALL BE P & M BRACKET CO., OR EQUAL. I. AT HORIZONTAL PIPING ALONG WALL - FEE & MASON #146 I-HOOKS. 3.7 FIXTURE SUPPORTS AND CONNECTIONS: A. GENERAL - ALL FIXTURES INCLUDING LAVATORIES, URINALS, WATER CLOSETS, ELECTRIC WATER COOLERS, ETC., MUST BE SECURELY FASTENED TO THE WALLS OR FLOOR. B. WALL MOUNTED FIXTURES - SUPPORT ALL WALL MOUNTED FIXTURES WITH 3/16" THICK X 3-1/2" HIGH PLATES FULL LENGTH OF FIXTURE, MOUNTED BEHIND WALL. WHERE FIXTURES ARE BACK TO BACK ON A SOLID WALL, MOUNT WITH BOLTS FROM FIXTURE HANGER TO FIXTURE HANGER. DO NOT USE TOGGLE BOLTS OR EXPANSION BOLTS EXCEPT AS NOTED. WHERE FIXTURES ARE MOUNTED ON SOLID WALLS FINISHED BOTH SIDES, INSTALL FIXTURE WITH PLATED TOGGLE BOLTS. WHERE FIXTURES ARE MOUNTED ON WELDED STUDS, EMPLOY 3/16" STEEL HANGER PLATES PLACED ON WALL BEFORE LATHING. PLATES SHALL BE 16" X 8" MINIMUM SIZE, AND SHALL HAVE WELDED-ON BOLT STUDS. WHERE FIXTURES ARE MOUNTED ON WOOD OR LIGHT GAUGE STEEL STUDS, EMPLOY PRESSURE TREATED BLOCKING OF 2 X 10 NOMINAL SIZE WELL SECURED INTO STUD LINE WITH NON-CORROSIVE FASTENERS. FIT BEHIND STUD FLANGES, USING ESPECIALLY PLACED STUDS AS REQUIRED. C. FLOOR CONNECTIONS - PROVIDE FLOOR FLANGES, SCREWED OR CAULKED TO DRAINAGE PIPE. BOLT THE CONNECTION AND MAKE TIGHT TO FIXTURE WITH SETTING RING OR POLYETHYLENE GASKET FLANGE. D. WASTE ARMS TO FIXTURES - AS SPECIFIED HEREINBEFORE. WHERE COPPER OR BRASS PIPE IS SPECIFIED, ALL JOINTS DOWNSTREAM FROM TRAP SHALL HAVE SOLDERED JOINTS. E. STERILIZATION - THE COMPLETED SUPPLY LINE SHALL BE STERILIZED AS REQUIRED BY STATE LAW BEFORE ACCEPTANCE FOR DOMESTIC OPERATION.
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B. THE DRAWINGS INDICATE SYSTEMS WHICH ARE LOCATED IN EXISTING PARTITIONS AND BEHIND WALLS. THE CONTRACTOR SHALL LOCATE AND VERIFY ALL PIPING CONNECTIONS AND INCLUDE IN HIS BID CONTINGENCIES FOR THE RELOCATION OF SUCH SYSTEMS IF CONNECTIONS CAN NOT BE MADE AS SHOWN ON THE DRAWINGS. C. THE CONTRACTOR IS REQUIRED TO CONNECT TO EXISTING PLUMBING SYSTEMS FOR THE CONSTRUCTION OF THIS PROJECT AND IS REQUIRED TO KEEP DISRUPTION OF THE EXISTING SYSTEMS TO A MINIMUM. SCHEDULE CONNECTION TO EXISTING SYSTEMS IN ADVANCE AND ADVISE THE OWNER TO THE LENGTH OF TIME SUCH SYSTEMS WILL NOT BE IN OPERATION. THE CONTRACTOR SHALL MAKE CONNECTIONS AFTER HOURS OR ON WEEKENDS IF REQUESTED BY THE OWNER. NO CONSIDERATIONS WILL BE GIVEN AFTER BID OPENING FOR ALLEGED MISUNDERSTANDING REGARDING UTILITY CONNECTIONS, PERMITS, FEES, ETC. 1.10 PHASING: A. INTERRUPT EXISTING SERVICES ONLY AT TIMES APPROVED BY THE OWNER. HOLD INTERRUPTIONS TO THE MINIMUM IN DURATION AND FREQUENCY. 1.11 AS-BUILT DRAWINGS: A. OMIT 1.12 MANUALS: A. FURNISH FIVE (5) COPIES OF MAINTENANCE INSTRUCTIONS, OPERATING INSTRUCTIONS AND PARTS LISTS FOR ALL FIXTURES AND EQUIPMENT BOUND INTO FIVE (5) MANUALS, LOOSE SHEETS WILL NOT BE ACCEPTED. ONE MANUAL WILL BE SUBMITTED TO THE ENGINEER COMPLETE, PRIOR TO FINAL INSPECTION AND FINAL PAYMENT. THE REMAINING FOUR (4) MANUALS WILL BE SUBMITTED TO THE ENGINEER. 1.13 COORDINATION OF WORK WITH OTHER TRADES: A. THE CONTRACTOR SHALL LAYOUT AND PROCEED WITH THIS WORK SO THAT THIS WORK WILL BE EXECUTED IN HARMONY WITH ALL OTHER CONTRACTS PERTAINING TO THIS PROJECT. B. ALL ELECTRICAL POWER WIRING REQUIRED FOR INSTALLATION OF EQUIPMENT UNDER THIS SECTION IS SPECIFIED UNDER ELECTRICAL DIVISION. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL CONTROLS, AND CONTROL WIRING AS SPECIFIED OR REQUIRED TO PROPERLY COMPLETE THE INSTALLATION. CONTROL CONDUIT IS SPECIFIED UNDER ELECTRICAL DIVISION TO THE EXTENT SHOWN ON ELECTRICAL DRAWINGS ALL OTHER CONTROL CONDUIT SHALL BE PROVIDED UNDER THIS SECTION OF WORK. ALL ELECTRICAL WORK PERFORMED UNDER THIS SECTION SHALL MEET REQUIREMENTS SET FORTH IN THE ELECTRICAL DIVISION. C. PIPE SLEEVES - FIT ALL PIPES PASSING THROUGH MASONRY AND JOB CAST CONCRETE CONSTRUCTION WITH SLEEVES. SLEEVES SHALL BE CUT FLUSH WITH EACH SURFACE, 1/2" LARGER IN DIAMETER THAN THE PASSING PIPE OR COVER, BUILT-IN AS WORK PROGRESSES. SLEEVES THROUGH JOISTS AND BEAMS SHALL BE OF GALVANIZED STEEL PIPE OTHER SLEEVES SHALL BE OF 16 GAUGE GALVANIZED IRON. MAKE SPACE BETWEEN FLOOR SLEEVES AND PASSING PIPES WATERTIGHT BY CAULKING WITH FIREPROOF PACKING AND PLASTIC WATERPROOF CAULKING COMPOUND. D. ACCESS PANELS AND DOORS: 1. FURNISH TO GENERAL CONTRACTOR FOR INSTALLATION WHEREVER REQUIRED FOR ACCESS TO VALVES, AIR VENTS OR SIMILAR DEVICES. DOORS SHALL BE SUITABLE FOR WALL FINISH INVOLVED, 12" X 16" UNLESS OTHERWISE INDICATED, FIRE RATED WHERE FIRE WALLS ARE PENETRATED, MILCOR, PHILIP CAREY, ZURN OR OTHER APPROVED EQUAL. 2. WHERE DEVICE OCCURS ABOVE A LIFT-OUT ACOUSTICAL CEILING PANEL, IDENTIFY THE PANEL WITH A 3/4" #8 ROUND HEAD SELF-THREADING SCREW, SCREWED INTO PANEL WITH ONLY THE HEAD SHOWING. BEFORE INSERTING, PAINT HEAD OF SCREW WITH APPROPRIATE COLOR AS SPECIFIED UNDER PIPE IDENTIFICATION AND COLOR CODING. E. CUTTING AND PATCHING: 1. OPENINGS ARE TO BE LAID OUT AND BUILT-IN FURNISH DETAILED LAYOUT DRAWINGS TO OTHER TRADES IN ADVANCE OF THEIR WORK. PIPING WITHIN OR BEHIND WALLS MUST BE INSTALLED BEFORE WALL IS ERECTED. OTHERWISE WALLS, ETC., AFFECTED MUST BE REWORKED BY TRADE WHICH ERECTED SAME AT EXPENSE OF THE CONTRACTOR CHASING AND CUTTING OF NEW WORK WILL NOT BE ACCEPTED. 2. CUTOUTS IN COUNTERTOPS SHALL BE MADE BY MILLWORK CONTRACTOR UPON RECEIPT OF PROPER TEMPLATES. OPENINGS IN EXISTING WALLS SHALL BE MADE BY TRADE REQUIRING SAME, WITH REPAIRING AND PATCHING REQUIRED THEREBY DONE BY THE RESPECTIVE TRADE WHOSE WORK IS DAMAGED. F. PAINTING AND FINISHING: 1. CLEAN AND PAINT WITH TWO COATS OF ENAMEL ALL EXPOSED FERROUS METAL PARTS OF MECHANICAL EQUIPMENT LOCATED IN MACHINERY ROOMS, ABOVE CEILINGS. ETC. (INCLUDE BLACK STEEL PIPE, UNCOATED CAST IRON PIPE, HANGERS, BRACKETS, ETC.). 2. PAINTING OF SURFACES IN FINISHED AREAS IS SPECIFIED UNDER SECTION "PAINTING". WHERE FACTORY FINISHED ITEMS ARE MARRED OR SCRATCHED, REPLACE THE ITEM, OR UPON APPROVAL, REFINISH OR TOUCHUP AS REQUIRED TO BRING TO A LIKE-NEW CONDITION. G. CONNECTIONS FOR EQUIPMENT FURNISHED BY OTHERS: 1. THE PLUMBING CONTRACTOR SHALL PROVIDE FLOOR DRAINS REQUIRED FOR THIS EQUIPMENT AS SCHEDULED ON THE DRAWINGS. 2. ALL REQUIRED WATER SUPPLY LINES WILL BE EXTENDED TO WITHIN 2'-O" OF EQUIPMENT LOCATIONS AND TERMINATED WITH A GATE VALVE. FINAL CONNECTIONS TO EQUIPMENT WILL BE MADE BY THE PLUMBING CONTRACTOR AND COORDINATED WITH THE GENERAL CONTRACTOR AND OWNER.
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1.14 MISCELLANEOUS REQUIREMENTS: A. MATERIALS AND EQUIPMENT - NEW AND OF BEST QUALITY IN EVERY RESPECT. PIPE AND FITTINGS SHALL CONFORM TO THE ASTM STANDARD DESIGNATED FOR PIPE OF EACH MATERIAL. EQUIPMENT SHALL BE ESSENTIALLY THE STANDARD PRODUCT OF THE MANUFACTURER AND UL APPROVED WHERE COMMERCIALLY AVAILABLE. WHERE TWO OR MORE UNITS OF THE SAME CLASS OF EQUIPMENT ARE REQUIRED, THESE UNITS SHALL BE PRODUCTS OF A SINGLE MANUFACTURER HOWEVER, THE COMPONENT PARTS OF EACH UNIT NEED NOT BE. B. WORKMANSHIP - FIRST CLASS AND IN ACCORDANCE WITH BEST PRACTICE. PIPE SHALL BE CUT CLEAN, PROPERLY REAMED, THREADED OR SOLDERED, ERECTED PLUMB AND SECURE. MAKE CHANGES IN PIPE SIZE WITH REDUCING FITTINGS WITHOUT THE USE OF BUSHINGS. WORK SHALL BE EXECUTED BY EXPERIENCED MECHANICS AND SHALL PRESENT A NEAT APPEARANCE. INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. C. AT ALL STAGES OF INSTALLATION, PROTECT PIPE OPENINGS, FIXTURES AND EQUIPMENT AGAINST THE ENTRANCE OF FOREIGN MATERIALS, AND FROM DAMAGE BY THE ELEMENTS, MORTAR, PAINT, ETC. D. FACTORY FINISHES - MANUFACTURER'S STANDARD UNLESS OTHERWISE STATED. SUBMIT COLOR CARDS FOR SELECTION WHERE CHOICE EXISTS. E. EXPANSION - PROVIDE FOR EXPANSION AND CONTRACTION OF ALL PIPING AND MAKE PROPER PROVISIONS SO THAT EXCESSIVE STRAIN WILL NOT OCCUR ON PIPING OR OTHER PARTS. F. SAFETY PROVISIONS - PROVIDE COVERS OR GUARDS ON ALL HOT, MOVING AND PROJECTING ITEMS WHICH COULD BE A HAZARD TO OCCUPANTS OF THE BUILDING OR TO SERVICE PERSONNEL. G. CLEANING AND ADJUSTING - UPON COMPLETION OF WORK, CLEAR ALL DRAINS, TRAPS, FIXTURES, DUCTS AND PIPE. ADJUST ALL VALVES, PACK STUFFING BOXES, REMOVE RUBBISH AND LEAVE WORK IN CLEAN AND OPERATING CONDITION. H. ESCUTCHEONS - WHERE PIPES PASS THROUGH FLOORS, WALLS AND CEILINGS, PROVIDE PRESSED CHROME-PLATED BRASS OR STEEL PLATES SECURELY FASTENED IN PLACE. PART 3- EXECUTION 3.1 SANITARY PIPING: A. SCOPE - PROVIDE A SYSTEM OF SOIL, WASTE AND VENT PIPING CONNECTING ALL PLUMBING FIXTURES, EQUIPMENT, ETC., TO THE BUILDING DRAIN SYSTEM, WITH CONSOLIDATED VENT CONNECTIONS EXTENDING THROUGH THE BUILDING ROOF, ALL AS SHOWN ON THE DRAWINGS. B. FREEZE PROTECT ALL EXPOSED SANITARY PIPING. C. LAYING OUT WORK - VENTS FROM ANY FIXTURE, WHEN CONNECTED TO VENT LINE SERVING OTHER FIXTURES, SHALL BE EXECUTED AT LEAST SIX (6) INCHES ABOVE FLOOD LEVEL RIM OF HIGHEST OF SUCH FIXTURES TO PREVENT USE OF VENT LINES AS A WASTE. MAKE CHANGES IN DIRECTION BY APPROPRIATE USE OF 45 DEGREE YS, 1/2" YS, OR LONG SWEEP 1/4, 1/6, 1/8 OR 1/16 BENDS. SANITARY TS OR SHORT 1/4 BENDS MAY BE USED ON VERTICAL STACKS OR DRAINAGE LINES WHERE CHANGE IN DIRECTION OF FLOW IS FROM HORIZONTAL TO VERTICAL EXCEPT THAT LONG-TURN TY'S SHALL BE USED WHEN TWO FIXTURES ARE INSTALLED BACK TO BACK WITH COMMON DRAIN. STRAIGHT TS, ELLS AND CROSSES MAY BE USED ON VENT LINES. MAKE NO CHANGE IN DIRECTION OF FLOW GREATER THAN 90 DEGREES. WHERE DIFFERENT SIZES OF DRAINAGE PIPES OR FITTINGS ARE CONNECTED, USE STANDARD INCREASERS AND REDUCERS OF PROPER SIZE. DO NOT REDUCE SIZE OF DRAINAGE PIPING IN DIRECTION OF FLOW. DRILLING AND TAPPING OF HOUSE DRAINS, SOIL, WASTE OR VENT PIPES, AND USE OF SADDLE HUBS AND BANDS ARE PROHIBITED. D. DO NOT BEGIN WORK UNTIL ELEVATION OF FINAL CONNECTION POINT IS VERIFIED AND GRADING OF ENTIRE SYSTEM CAN BE DETERMINED. E. HANGERS - SUPPORT PIPE ADJACENT TO EACH FITTING AND ON CENTERS NOT EXCEEDING FIVE FEET WITH HANGERS AS SPECIFIED HEREINAFTER. RIGIDLY SUPPORT BASE OF VERTICAL RUNS WITH SOLID MASONRY OR CONCRETE. F. IN ADDITION, PROVIDE ADEQUATE SWAY BRACING TO STABILIZE ALL COMPONENTS OF THE SYSTEM. PROVIDE SPECIAL SUPPORT FOR FIXTURE ARMS, CLOSET BENDS, ETC. G. GRADING - UNIFORM AND NOT LESS THAN 1/8" PER FOOT FOR PIPE 4" AND OVER, AND NOT LESS THAN 1/4" PER FOOT FOR 2" AND 3" PIPING. H. WASTE ARMS - PVC DWV OR IPS BRASS PIPE TYPICAL IPS BRASS PIPE AT URINALS. I. TEST FITTINGS - NOT SHOWN ON THE DRAWINGS: PROVIDE WHERE REQUIRED FOR PARTIAL TESTS. J. PIPING TO BE CAST IRON OR PVC - DWV IN ACCORDANCE WITH 2003 IPC. 3.3 WATER PIPING: A. SCOPE - CONNECT TO UTILITIES AS SHOWN ON THE DRAWINGS AND COORDINATE WITH THE OWNER. B. GENERAL WORKMANSHIP - CUT ACCURATELY TO MEASUREMENTS ESTABLISHED AT SITE AND WORK INTO PLACE WITHOUT SPRINGING OR FORCING, PROPERLY CLEARING ALL OPENINGS, FINISHED CEILINGS, ETC. ROUTE THROUGH PREVIOUSLY BUILT-IN SLEEVES AND AVOID EXCESSIVE CUTTING OR OTHER WEAKENING OF THE STRUCTURE. REAM ALL PIPE TO REMOVE BURRS. MAKE CHANGES IN DIRECTION AND SIZE WITH FITTINGS. CAP OR PLUG OPEN PIPE ENDS DURING INSTALLATION TO KEEP OUT FOREIGN MATERIAL. MAKE CONNECTIONS CAREFULLY TO INSURE UNRESTRICTED FLOW, ELIMINATE AIR POCKETS AND TO PERMIT COMPLETE DRAINAGE OF THE SYSTEMS. FREEZE PROTECT ALL EXPOSED WATER PIPING. C. GRADING - GRADE PIPE UPWARD FROM SOURCE TO FACILITATE DRAINAGE AND AIR RELIEF. WHERE LOW POINTS ARE REQUIRED BECAUSE OF LONG RUNS OR WHERE SECTIONS MAY BE VALVED OFF, PROVIDE WITH 3/4" GLOBE VALVE AND HOSE NIPPLE FOR DRAINAGE AT LOW POINT. MAKE ALL CONNECTIONS TO RISERS AND FIXTURES FROM TOP OF MAINS. D. NIPPLES - OF SAME MATERIAL AS PIPE IN WHICH THEY ARE INSTALLED PROVIDE EXTRA STRONG WHEN UNTHREADED PORTION IS LESS THAN 1" LONG. E. PIPING TO BE COPPER OR CPVC. 3.4 WATER PIPING SPECIALTIES: A. UNIONS - 150 LB. RATED CAST BRASS GROUND-JOINT TYPE IN COPPER PIPE, GALVANIZED MALLEABLE IRON IN WROUGHT IRON OR GALVANIZED PIPE. B. PROVIDE IN ALL SIZES OR THREADED PIPE. AND IN SWEAT JOINTED PIPE OVER I", SO AS TO FACILITATE EASY REPAIRS. IN SUCH LINES INSTALL ADJACENT TO WATER HEATERS, PUMPS, TANKS, ETC., INTO WHICH PIPING IS TERMINATED AND ON AT LEAST ONE SIDE OF VALVES, COCKS. STRAINERS, ETC., AND OTHER DEVICES WHICH OCCUR IN PIPING RUNS.
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PLUMBING NOTES: 1.1 DESCRIPTION: A. THE NON-TECHNICAL SPECIFICATIONS AND GENERAL CONDITIONS OF THESE SPECIFICATIONS ARE APPLICABLE IN FULL HERETO. B. INCLUDE ALL EQUIPMENT, MATERIAL AND LABOR REQUIRED FOR COMPLETE AND OPERATING PLUMBING SYSTEMS. DUE TO THE SMALL SCALE OF THE FLOOR PLANS AND DIAGRAMMATIC RISER DIAGRAMS, SOME ITEMS INVOLVED MAY NOT BE INCLUDED. 1.2 WORK INCLUDED: A. WORK WILL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING SYSTEMS COMPLETE WITH ALL REQUIRED ACCESSORIES: 1. A SYSTEM OF SANITARY SOIL, WASTE AND VENT PIPING. 2. A SYSTEM OF DOMESTIC HOT AND COLD WATER PIPING. 3. PLUMBING FIXTURES, EQUIPMENT, ACCESSORIES, TRIM AS SPECIFIED HEREIN. 4. WATER SERVICE TO EACH FIXTURE REQUIRING SUCH SERVICE. 5. SANITARY BUILDING DRAINS AND FIXTURE BRANCHES FROM EACH FIXTURE REQUIRING SUCH SERVICE. 6. PIPING INCIDENTAL TO HEATING AND AIR CONDITIONING WORK TO THE EXTENT HEREIN SPECIFIED. 1 .3 LAWS AND CODES: A. THE CONTRACTOR SHALL INSTALL ALL WORK IN STRICT COMPLIANCE WITH ALL APPLICABLE CODES AND BE INCLUSIVE OF ALL STATE, AND LOCAL CODES. ALL PROVISIONS OF THIS SECTION APPLY TO ALL PLUMBING WORK. B. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, FEES AND CHARGES REQUIRED INCIDENTAL TO THE WORK INVOLVED THAT MAY BE NECESSARY FOR FULLY COMPLETING THE WORK. C. THE CONTRACTOR SHALL MAKE ALL NECESSARY TESTS REQUIRED BY LOCAL AUTHORITIES, LEGAL REGULATIONS AND RETURN TO THE ENGINEER ANY CERTIFICATE OF APPROVAL ISSUED FOR ALL PLUMBING WORK SIGNED BY THE INSPECTING ADMINISTRATIVE AUTHORITY IN CHARGE OF EACH PARTICULAR PART OF THE WORK. 1.4 QUALIFICATIONS: A. THE CONTRACTOR SHALL BE A LICENSED PLUMBER CERTIFIED BY THE STATE. 1.5 DRAWINGS: A. IN THE INTEREST OF CLEARNESS, THE WORK IS NOT ALWAYS SHOWN TO SCALE OR EXACT LOCATION. CHECK ALL MEASUREMENTS, LOCATION OF PIPE, DUCTS AND EQUIPMENT WITH THE DETAIL ARCHITECTURAL, STRUCTURAL AND ELECTRICAL DRAWINGS, AND LAY OUT WORK SO AS TO FIT IN WITH CEILING GRIDS, LIGHTING AND OTHER PARTS. WHERE DOUBT ARISES AS TO THE MEANING OF THE PLANS AND SPECIFICATIONS, OBTAIN THE ENGINEER'S DECISION BEFORE PROCEEDING WITH PARTS AFFECTED OTHERWISE ASSUME LIABILITY FOR DAMAGE TO OTHER WORK AND FOR MAKING NECESSARY CORRECTIONS TO WORK IN QUESTION. 1.6 CHANGES AND CONFLICTS: A. IF DURING CONSTRUCTION DESIRABLE OR NECESSARY CHANGES BECOME APPARENT, ADVISE THE ENGINEER AND SECURE HIS DECISION IN WRITING. OTHERWISE, MAKE NO DEVIATION FROM THE SYSTEM AS DETAILED. 1.7 GUARANTEE AND SERVICE: A. THE CONTRACTOR SHALL GUARANTEE ALL PIPING, EQUIPMENT, FIXTURES AND RELATED MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE AGAINST DEFECTS DUE TO FAULTY WORKMANSHIP OR MATERIALS. SUCH DEFECTS WILL BE CORRECTED PROMPTLY AFTER NOTIFICATIONS BY THE ENGINEER AND AT THE CONTRACTOR'S EXPENSE WITH NO COST TO THE OWNER. B. THE CONTRACTOR SHALL ALSO FURNISH WITHOUT CHARGE, ANY REASONABLE SERVICE IN MAKING MINOR ADJUSTMENTS TO FIXTURES AND EQUIPMENT FOR THE SAME PERIOD, BUT THIS SERVICE WILL NOT INCLUDE THE REPLACEMENT OF PARTS DAMAGED BY MALICIOUSNESS OR VANDALISM AFTER ACCEPTANCE BY THE OWNER, OR CLEARING OF OBSTRUCTION FROM SEWERS CAUSED BY OTHER THAN DEFECTS IN THE LINE. C. THE CONTRACTOR SHALL PUT ALL ITEMS INSTALLED UNDER THIS DIVISION INTO OPERATION AND WILL INSTRUCT THE OWNER'S MAINTENANCE PERSONNEL IN ALL POINTS REQUIRING SERVICE AND MAINTENANCE. 1.8 SUBMITTAL DATA: A. WITHIN 30 DAYS AFTER AWARD OF CONTRACT, SUBMIT FOR APPROVAL A COMPLETE SCHEDULE OF MATERIAL AND EQUIPMENT PROPOSED. PARTIAL LISTS WILL NOT BE CONSIDERED. INCLUDE CATALOG DATA, SCHEDULED CAPACITIES, ETC., WHERE SUBSTITUTIONS ARE PROPOSED. FOLLOW PROCEDURES SET FORTH IN THE GENERAL CONDITIONS. B. UPON REQUEST, SUBMIT SHOP DRAWINGS SHOWING PROPOSED ARRANGEMENT OF EQUIPMENT, PIPING, FLOOR DRAINS, POWER REQUIREMENTS AND CONTROLS. IN ANY CASE, SUBMIT DETAIL LAYOUTS OF POTENTIAL CONFLICTS AT PLUMBING DROPS, EQUIPMENT ROOMS, TIGHT CEILINGS, ETC. 1.9 EXISTING CONDITIONS: A. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME ACQUAINTED WITH ALL JOB CONDITIONS. NO CONSIDERATIONS WILL BE GIVEN AFTER BID OPENING FOR ALLEGED MISUNDERSTANDING REGARDING UTILITY CONNECTIONS, PERMITS, FEES, ETC.
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WATER CLOSET
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NOTE: MATCH TRIM IN BATH ROOM FROM LAVATORY TO TUB/SHOWER
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MARK
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LAVATORY
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DBL SINK
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TUB/SHOWER
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DESCRIPTION
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PLUMBING FIXTURE SCHEDULE
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MANUFACTURER
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AMERICAN STANDARD
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FHP
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KOHLER
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AMERICAN STANDARD
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0476.028.020, WHITE
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DBBFS704KIT
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K-520, WHITE
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BOWL 3344312.020, TANK 4392312.020
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MODEL NO.
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W/AMERICAN STANDARD SEAT 5324.019, WHITE
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COMPLETE W/CRUM CUPS & PRICE PFISTER
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W/COMPLETE HARDWARE & DELTA FAUCET,
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COMPLETE W/POP UP DRAIN & SHOWER
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PLEBE, ELONGATED, WHITE
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MODEL N520-WF, CHROME
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REMARKS
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JR SMITH
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5509QT
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PROVIDE WITH VACUUM BREAKER
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HOSE BIBB
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HB
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Bureau of Design and Construction
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DATE
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REVISION
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DATE
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Office of Operations
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Department of Environmental Protection
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3800 Commonwealth Blvd., Tallahassee, FL 32399 (850) 425-2300
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B
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A
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STATE PROJECT No.:
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ISSUE DATE:
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COMP. FILE No.:
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REVIEWED BY:
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DRAWN BY:
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DESIGNER :
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Consultant :
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PROFESSIONAL REGISTRATION
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PROJECT TITLE
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SHEET NO.
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SHEET TITLE
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P100
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P100
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Robin Winton, PE
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56206
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rpw
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rpw
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rpw
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8/4/17
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A/C
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REF.
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MASTER BEDROOM
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CLOSET
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BATHROOM (1)
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PANTRY
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BEDROOM (3)
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BATHROOM
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DINING
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KITCHEN
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(NIC)
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D.
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(2)
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CLOSET
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CLOSET
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LIVING ROOM
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ENTRY
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(NIC)
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W.
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DW
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1
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MC
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MC
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WH
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3/4"
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1 1/2"
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3/4"
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3/4"
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HB
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3"
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1
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1
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3
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4
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HB
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HB
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HB
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COLD WATER LINE
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VACUUM BREAKER
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SECONDARY DRAIN PAN
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GATE VALVE
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VALVE
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TEMP./PRESS. RELIEF
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FOR CAPACITY SEE
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SCHEDULE
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PLUMBING FIXTURE
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N.T.S.
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WATER HEATER DETAIL
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TO EXTERIOR
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HOT WATER LINE
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DIELECTRIC UNIONS
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PIPE TO DRAIN
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FULL SIZE RELIEF
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DRAIN VALVE
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THERMAL EXPANSION DEVICE
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SET MAXIMUM WATER TEMPERATURE TO 110%%Df
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P-4
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3" VTR
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3" VTR
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WH
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SCALE: 1/4" = 1-0"
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FLOOR PLAN
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Bureau of Design and Construction
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DATE
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REVISION
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D
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DATE
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REVISION
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Office of Operations
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Department of Environmental Protection
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3800 Commonwealth Blvd., Tallahassee, FL 32399 (850) 425-2300
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B
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A
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STATE PROJECT No.:
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ISSUE DATE:
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COMP. FILE No.:
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REVIEWED BY:
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DRAWN BY:
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DESIGNER :
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Consultant :
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PROFESSIONAL REGISTRATION
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PROJECT TITLE
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SHEET NO.
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SHEET TITLE
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P101
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M101
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Robin Winton, PE
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56206
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rpw
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rpw
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rpw
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8/4/17
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61153C
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SCALE: NTS
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SANITARY RISER
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SCALE: NTS
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DOMETIC WATER RISER
TO
PS
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RE
SE
RV
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TA
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P
AR
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ME
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AN
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NT
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31. INSULATE ALL REFRIGERANT LINES WITH 3/4" ARMAFLEX OR EQUIVALENT INSULATION; PROVIDE WITH WEATHERPROOF ALUMINUM JACKET ON LINES OUTSIDE. 32. ALL MATERIALS SHALL BE LISTED BY THE UNDERWRITERS LABORATORIES (UL) OR NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA). 33. REFRIGERANT PIPING SHALL BE SIZED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS FOR LIQUID, VAPOR HORIZONTAL AND VAPOR RISERS. 34. TUBING SHALL BE INSTALLED WITH MOISTURE INDICATOR SIGHT GLASS LOCATED IN THE LIQUID LINE ADJACENT TO THE OUTDOOR UNIT. 35. THOROUGHLY CLEAN REFRIGERANT PIPE FITTINGS BEFORE ASSEMBLY. ALL JOINTS ARE TO BE MADE WITH SILVER ALLOY BRAZE MELTING ABOVE 1100 DEGREES F. NO ACID FLUX IS TO BE USED ON ANY JOINT. 36. ALL CONDENSATE DRAINS SHALL TERMINATE INTO ROOF GUTTER. SECURE TO ROOF SEAMS WITH APPROVED CLIP. 37. ALL WORK AND MATERIALS SHALL BE WARRANTED (PARTS AND LABOR) FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY OWNER. AN ADDITIONAL WARRANTY (PARTS ONLY) SHALL INCLUDE 4 YEARS ON ALL COMPRESSORS, WITH NINE YEARS ON ALL HEAT EXCHANGERS. 38. CONTRACTOR SHALL SUPPLY, TO THE ENGINEER, 6 SETS OF SUBMITTALS ON THE FOLLOWING ITEMS: A. AIR DISTRIBUTION (DIFFUSER, GRILLE AND REGISTERS) B. HEATING/AIR CONDITIONING EQUIPMENT C. DAMPERS D. FANS E. INSULATION MATERIALS F. CONTROLS G. PIPING NOTE: THESE ITEMS MUST BE APPROVED BY THE ENGINEER PRIOR TO CONTRACTOR ORDERING. 39. ALL FEES, PERMITS, TAPS, LICENSE, INSURANCE, AND BONDS SHALL BE PAID BY THIS CONTRACTOR FOR ALL RELATED WORK. 40. ROUTE REFRIGERANT PIPING AS SHOWN ON DRAWINGS. MANUFACTURE TO SIZE REFRIGERANT PIPING.
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INVOLVED ON THE JOB WHEN ANY WORK IS IN PROGRESS. ALL WORK SHALL CONFORM WITH ALL LOCAL AND STATE ORDINANCES OR REGULATIONS GOVERNING THE INSTALLATION OF SUCH EQUIPMENT. IF WORK, AS LAID OUT, INDICATED OR SPECIFIED IS RECOGNIZED TO BE CONTRARY TO OR CONFLICTING WITH LOCAL ORDINANCES OR REGULATIONS, THE CONTRACTOR SHALL REPORT SAME TO THE ENGINEER BEFORE SUBMITTING A BID. THE ENGINEER WILL THEN ISSUE INSTRUCTIONS AS TO PROCEDURE. IF CONTRACTOR FAILS TO NOTIFY THE ENGINEER OF CONFLICTS OR OMISSIONS NOTED ABOVE, ALL CHANGES REQUIRED TO COMPLY WITH ORDINANCES AND REGULATIONS SHALL BE MADE WITHOUT ADDITIONAL EXPENSE TO THE OWNER. 10. THE LATEST EDITIONS OF THE ESTABLISHED STANDARDS OF THE FOLLOWING ORGANIZATIONS, AND INDIVIDUAL STANDARDS NAMED SHALL BE FOLLOWED THE SAME AS IF THEY WERE FULLY WRITTEN HEREIN AND CONSTITUTE A PART OF THE SPECIFICATION REQUIREMENTS EXCEPT WHERE OTHERWISE SPECIFIED: 1. FLORIDA BUILDING CODE, FIFTH EDITION 2014 EDITION. 2. FLORIDA PLUMBING CODE, FIFTH EDITION 2014 EDITION. 3. FLORIDA MECHANICAL CODE, FIFTH EDITION 2014 EDITION. 4. NFPA 70, NATIONAL ELECTRICAL CODE 5. NFPA 101, LIFE SAFETY CODE 6. NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATION SYSTEMS 7. NFPA 91, STANDARD FOR THE INSTALLATION OF BLOWER AND EXHAUST SYSTEMS 8. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION REGULATIONS. THE FOREGOING RULES, STANDARDS, REGULATIONS, SPECIFICATIONS, RECOMMENDATIONS AND REQUIREMENTS SHALL BE FOLLOWED BY THE CONTRACTOR AS MINIMUM REQUIREMENTS. THEY SHALL NOT RELIEVE THE CONTRACTOR FROM FURNISHING AND INSTALLING HIGHER GRADES OF MATERIALS AND WORKMANSHIP WHICH ARE SPECIFIED HEREIN OR INDICATED ON THE DRAWINGS. 11. THE INTERIOR FACE OF DUCTWORK HOUSING SUPPLY, RETURN OR EXHAUST AIR DIFFUSERS, REGISTERS OR GRILLES SHALL BE PAINTED "FLAT-BLACK" SO WHEN VIEWED FROM BELOW AND ABOVE NOTHING BEYOND SURFACE OF AIR DEVICE IS VISIBLE. 12. THERMOSTAT/SENSOR WIRING TO BE RUN INSIDE WALLS/COLUMNS OR IN ATTIC SPACE. THE USE OF WIREMOLD OR EXTERNAL RACEWAY SHALL BE APPROVED BY THE ENGINEER. 13. A COMPLETE CERTIFIED TEST AND BALANCE REPORT SHALL BE SUPPLIED BY AN INDEPENDENT CERTIFIED TEST AND BALANCE AGENCY TO THE ENGINEER IN WRITING PER AABC TEST AND BALANCE REPORT MANUAL (LATEST EDITION); PRIOR TO JOB ACCEPTANCE BY OWNER. THE REPORT SHALL BE SIGNED AND SEALED BY A REGISTERED ENGINEER IN THE STATE OF FLORIDA. 14. THE SUBMISSION OF A BID OR PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT THE CONTRACTOR HAS FAMILIARIZED HIMSELF/HERSELF WITH THE PLANS, SPECIFICATIONS AND BUILDING SITE. CLAIMS MADE SUBSEQUENT TO THE PROPOSAL FOR MATERIALS AND OR LABOR DUE TO DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED, UNLESS DIFFICULTIES COULD NOT HAVE BEEN FORESEEN EVEN THOUGH PROPER EXAMINATION HAD BEEN MADE. 15. ALL POWER WIRING, RELAYS, PANELS, TRANSFORMERS, DISCONNECT SWITCHES FOR HVAC EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. ALL CONTROL WIRING, RELAYS, PANELS SENSORS (OR THERMOSTATS) SHALL BE FURNISHED AND INSTALLED BY THE HVAC CONTRACTOR. ALL MOTOR STARTERS SHALL BE FURNISHED BY THE HVAC CONTRACTOR AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 16. ALL DUCTS TO HAVE AIR EXTRACTORS (ADJUSTABLE TYPE) ON SQUARE OR RECTANGULAR TAKEOFFS WITH SPIN-IN VOLUME DAMPERS ON ROUND OR OVAL TAKE-OFFS. SPIRAL DUCT TAKE-OFFS HAVE NO EXTRACTORS INSTALL FLEXIBLE DUCT CONNECTORS AT ALL FANS AND AIR HANDLING UNITS.
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1. THE WORK DESCRIBED HEREINAFTER SHALL BE INSTALLED SUBJECT TO THE NON TECHNICAL SPECIFICATIONS. THIS SECTION APPLIES TO ALL AIR CONDITIONING, SHEETMETAL, PIPING, AND AUTOMATIC TEMPERATURE CONTROLS WORK. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE HIS WORK WITH THAT OF OTHER TRADES. SEE ARCHITECTURAL SECTIONS FOR A DESCRIPTION OF WORK AND SEQUENCE OF CONSTRUCTION. THE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC IN NATURE. THEY ARE, HOWEVER, AS ACCURATE AS SCALE PERMITS AND THE CONTRACTOR SHALL FOLLOW THEM AS CLOSELY AS POSSIBLE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL CONDITIONS RELATING TO THE WORK IN THE FIELD PRIOR TO PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL VERIFY ALL WALLS, PARTITIONS, AND STRUCTURAL SYSTEMS BEFORE INSTALLATION AND FABRICATION OF ANY DUCTWORK OR PIPING SYSTEMS. ALL OFFSETS REQUIRED FOR INSTALLATION OF DUCTWORK, OR PIPING SHALL BE INCLUDED IN THE SCOPE OF WORK AT NO ADDITIONAL COST TO THE OWNER. THE ENGINEER SHALL BE THE SOLE INTERPRETER OF THE DRAWINGS. 3. ALL MATERIALS SHALL BE NEW AND OF BEST QUALITY AND SHALL BE THE PRODUCTS OF REPUTABLE MANUFACTURERS. MATERIALS AND EQUIPMENT SHALL BE PROPERLY STORED AND PROTECTED FROM THE WEATHER AT ALL TIMES DURING CONSTRUCTION TO PREVENT UNNECESSARY CORROSION AND FOULING. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER BY SKILLED AND COMPETENT MECHANICS. ANY WORKER CONSIDERED INCOMPETENT OR UNFIT FOR WORK ON THIS CONSTRUCTION PROJECT SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR UNDER THE DIRECTION OF THE ENGINEER. 4. THE WORK SHALL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, ORDINANCES, ETC., WHETHER FEDERAL, STATE OR LOCAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ANY PERMITS AND PAYING ANY FEES REQUIRED IN ORDER TO PROCEED WITH THE WORK. 5. THE CONTRACTOR IS REQUIRED TO ATTEND ALL CONSTRUCTION CONFERENCES INCLUDING THE PRE-BID CONFERENCE, THE PRE-CONSTRUCTION CONFERENCE AND THE OWNER'S PROGRESS MEETINGS AS SCHEDULED BY THE ARCHITECT OR THE OWNER. FAILURE TO MAKE REFERENCES IN THE SPECIFICATIONS TO ANY ITEMS OF THE WORK SHOWN BY THE DRAWINGS, AND NECESSARY TO THE COMPLETION OF THE WORK SHALL NOT RELIEVE THE CONTRACTOR OF THE FULL RESPONSIBILITY TO FURNISH THE MATERIALS AND PERFORM THE WORK OF SUCH ITEMS, IN A MANNER COMPARABLE TO OTHER ITEMS OF SIMILAR NATURE FOR WHICH DETAILED SPECIFICATIONS ARE INCLUDED. DRAWINGS AND SPECIFICATIONS ARE INTENDED TO CLEARLY SET FORTH ALL WORK, AND THE DETAILED DESCRIPTION IS ADDED TO ASSIST IN ESTABLISHING THE SCOPE AND THE LOCATION OF THE SEVERAL PARTS OF THE WORK. COLLECTIVELY, THEY SHALL GOVERN AND CONTROL THE SCOPE, CHARACTER AND DESIGN OF THE WORK, AND ANY ITEM CALLED FOR IN ANY ONE OF THE DOCUMENTS SHALL BE AS THOUGH REQUIRED IN ALL. 6. ALL CUTTING AND PATCHING SHALL BE DONE BY WORKMEN SKILLED IN THE TRADES INVOLVED. ALL CUTTING SHALL BE DONE IN SUCH A MANNER AS NOT TO ENDANGER OR DAMAGE FACILITIES. ALL PATCHING SHALL FINISH FLUSH AND SMOOTH AND SHALL MATCH EXISTING ADJOINING SURFACES. 7. SEE GENERAL REQUIREMENTS FOR ELECTRICITY AND WATER. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL FUEL REQUIRED FOR THE OPERATION OF HIS CONSTRUCTION EQUIPMENT. 8. ALL FINISHED FIELD INSTALLED PRESSURE PIPING SYSTEMS SHALL BE TESTED. 9. WORK CONSISTS OF FURNISHING ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, TRANSPORTATION, SCAFFOLDING, SERVICES, SUPERVISION, PLANT, AND PERFORMING ALL OPERATIONS REQUIRED TO PROPERLY COMPLETE ALL WORK IN ACCORDANCE WITH THESE SPECIFICATIONS AND AS INDICATED ON THE APPLICABLE DRAWINGS, SUBJECT TO TERMS AND CONDITIONS OF THE CONTRACT. THE CONTRACTOR IS REQUIRED TO HAVE A QUALIFIED AND EXPERIENCED GENERAL SUPERINTENDENT AND EXPERIENCED SUPERINTENDENT FOR EACH TRADE
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17. FLEXIBLE DUCTS MUST COMPLY WITH UL 181 AND SHALL NOT EXCEED EIGHT FEET IN LENGTH; REMAINING BRANCH LINE SHALL BE GALVANIZED METAL WITH 2" EXTERNAL INSULATION. FLEXIBLE DUCTS SHALL HAVE FOIL BACKING (FSK TYPE). 18. ANY CONDENSATION ON SURFACES OF HVAC EQUIPMENT, DUCTWORK OR PIPING WILL BE CORRECTED BY THE CONTRACTOR. WRAP WITH INSULATING TAPE OR EXTERNAL INSULATION HAVING A VAPOR BARRIER. 19. INSULATION OUTSIDE OF THE BUILDING SHALL BE WRAPPED WITH ALUMINUM. ALL SUPPLY, RETURN, EXHAUST AND FRESH AIR DUCTS SHALL BE GALVANIZED METAL, COMPLETELY SEALED, FINISHED WITH 2" EXTERNAL INSULATION HAVING VAPOR, RETARDING JACKET (FSK TYPE). INSULATION SHALL COMPLY WITH UL 181 AND MUST HAVE FLAME SPREAD RATING OF 25 AND A SMOKE DEVELOPED RATING NO HIGHER THAN 50. 20. ROOM SENSORS OR THERMOSTATS SHALL BE MOUNTED AT 48 INCHES ABOVE FINISHED FLOOR. 21. THERMOSTATS TO BE 7 DAY PROGRAMMABLE WITH DIGITAL DISPLAY. PROVIDE AND INSTALL A LOCK BOX FOR ALL THERMOSTATS. 22. SMOKE DETECTORS (SEE DRAWINGS) SHALL BE IONIZATION TYPE AS APPROVED BY THE ENGINEER. COORDINATE THE INSTALLATION WITH THE ELECTRICAL CONTRACTOR. CONTRACTOR SHALL VERIFY THAT DETECTORS ARE COMPATIBLE WITH FIRE ALARM SYSTEMS. IF UNIT SELECTION IS NOT COMPATIBLE THE CONTRACTOR SHALL PURCHASE AND INSTALL PROPER UNIT TO INSURE LIFE SAFETY PROTECTION. SMOKE DETECTORS SHALL AUTOMATICALLY SOUND AUDIBLE ALARM AND TURNOFF FANS. 23. FURNISH AND INSTALL ACCESS DOORS(18"x18" MINIMUM) IN ALL DRYWALL CEILINGS FOR ACCESS TO MECHANICAL EQUIPMENT. 24. COORDINATE THE INSTALLATION OF ALL AUX. COND. DRAINS LOCATED IN WALLS WITH THE GENERAL CONTRACTOR. COORDINATE THE INSTALLATION OF ALL MAIN COND. DRAINS LOCATED IN WALLS AND CHASES WITH THE PLUMBING CONTRACTOR. 25. THE CONTRACTOR SHALL NOT FABRICATE ANY AIR DISTRIBUTION DUCTWORK UNTIL IT HAS BEEN VERIFIED THAT SUFFICIENT CLEARANCES ARE AVAILABLE FOR THE INSTALLATION OF HVAC SYSTEMS CONSIDERING REQUIREMENTS FOR PIPING, LIGHT FIXTURES, CEILING SYSTEMS, FLOOR SYSTEMS, FOUNDATIONS, AND STRUCTURES. IF A CONFLICT ARISES CONTACT THE ENGINEER FOR PERMISSION IT REROUTE SYSTEM. ALL DUCTWORK SHALL BE ROUTED AT THE EXPENSE OF THE CONTRACTOR. 26. DEVIATION FROM MATERIALS, METHODS, AND PROCEDURES SET FORTH HEREIN MUST BE APPROVED IN WRITING BY THE ENGINEER. APPROVAL WILL NOT BE GIVEN UNLESS THE ENGINEER IS SATISFIED THAT THE PROPOSED SYSTEMS ARE SUPERIOR IN PERFORMANCE, DURABILITY, LONGEVITY, AND RELIABILITY TO THAT SPECIFIED. 27. APPROVALS OF EQUIPMENT OR SYSTEMS OTHER THAN THAT SHOWN MUST BE WITHIN TEN (10) WORKING DAYS PRIOR TO BID DATE. 28. ALL DUCT AND PIPE SIZES SHOWN ARE CLEAR NET INSIDE DIMENSIONS. 29. ALL AIR DISTRIBUTION DUCTWORK SHALL BE AIR TIGHT AND FREE OF LEAKS, AND SHALL BE INSPECTED FOR LEAKS PRIOR TO INSTALLATION OF FAN UNITS OR FINISHED FLOOR/CEILING SYSTEM. DUCTWORK SHALL BE SEALED WITH AIR DUCT SEALER PER SMACNA STANDARDS AND UL RATING. 30. EQUIPMENT, DUCTWORK, DAMPERS, LOUVERS, GRILLES, REGISTERS, DIFFUSERS, OTHER AIR DISTRIBUTIONS EQUIPMENT AND MATERIALS SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING: (A) ASHRAE (B) SBCCI (C) SMACNA (D) NFPA (E) AMCA STANDARD HANDBOOK 99 (F) AIR DIFFUSION COUNCIL TEST CODE 1062R3 (G) SBCCI STANDARD MECHANICAL CODE (I) ANSI (J) ASME (K) AGA (L) UL FIRE RESISTANCE DIRECTORY
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%%UMECHANICAL GENERAL NOTES
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DUCT A CONTINUES ON ANOTHER DRAWING. SEE KEYNOTE.
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A
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A
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B
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DUCT A RUNS BELOW DUCT B.
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DUCT A IS BROKEN TO SHOW DUCT B BELOW.
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B
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A
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D
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T
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X
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RETURN, EXHAUST
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TRANSITION
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RECTANGULAR DUCT,
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END SECTION
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OR O/A DUCT
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PLAN VIEW
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PLAN VIEW
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RETURN AIR GRILLE
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SUPPLY AIR DIFFUSER
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20x12
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FD
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8' OF FLEX ALLOWED
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HARD PIPE UP TO FLEX
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20x12
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MECHANICAL LEGEND
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RECTANGULAR DUCT,
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DOUBLE WIDTH
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DUCT TAKEOFF
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SUPPLY AIR DUCT
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WITH SPIN-IN FITTING
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AND MANUAL DAMPER
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ROUND SHEET METAL
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2 HOUR RATING
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FIRE DAMPER,
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RECTANGULAR DUCT
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ELBOW WITH VANES,
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INSIDE DIMENSIONS,
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WIDTH BY HEIGHT
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BALANCING DAMPER
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ROOM THERMOSTAT (MOUNTED 48" AFF)
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X IS ASSOCIATED AHU NUMBER
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END SECTION
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24" RD. DRYWELL FOR CONDENSATE DRAIN
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30 X 30
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24 X 24
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24 X 24
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24 X 24
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24 X 24
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24 X 24
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24 X 24
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24 X 24
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LAY-IN
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24 X 24
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CEILING
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0 - 60
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AIR
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200 - 250
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65 - 150
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QUANTITY
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155 - 195
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750 - 1000
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600 - 745
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555 - 595
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400 - 550
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255 - 395
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SYMBOL
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16"~
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16"~
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8"~
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10"~
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8"~
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8"~
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10"~
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10"~
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12"~
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10"~
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14"~
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12"~
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12"~
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12"~
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14"~
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14"~
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8"~
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6"~
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SIZE
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NECK
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SIZE
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DUCT
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RUNOUT
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CEILING DIFFUSER SCHEDULE
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EXHAUST REGISTER SCHEDULE
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CEILING RETURN AIR OR
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30 X 30
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20 X 20
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16 X 16
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16 X 16
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24 X 24
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20 X 20
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24 X 24
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24 X 24
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FACE DIMENSION
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12 X 12
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CEILING
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HARD
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12 X 6
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26 X 12
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26 X 10
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20 X 8
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14 X 8
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12 X 8
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26 X 14
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10 X 6
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RUNOUT SIZE *
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CFM
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0 - 75
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1. ALL DIFFUSER TO BE TITUS TYPE TMS OR EQUAL. 2. RETURN GRILLES TO BE TITUS 350RL TYPE.
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1205 - 1500
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805 - 1200
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330 - 800
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275 - 325
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180 - 270
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110 - 175
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80 - 105
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SYMBOL
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10 X 6
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24 X 24
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24 X 24
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10 X 10
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18 X 12
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12 X 12
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24 X 24
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SIZE
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8 X 6
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* THESE SIZES ARE TO BE USED UNLESS OTHERWISE NOTED ON DRAWINGS.
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OPPOSED BLADE DAMPER
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OBD
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HEAT PUMP SPLIT SYSTEM SCHEDULE
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INDOOR UNIT DESIGNATION
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OUTDOOR UNIT DESIGNATION
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CFM
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BTUH
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BTUH
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CFM
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BTUH
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IN. H20
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%%DFdb-%%DFdb
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%%DFdb-%%DFwb
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%%DFdb-%%DFwb
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V/PH
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IN.
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BHP
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INDOOR UNIT DATA
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AIR TEMPERATURES
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BLOWER MOTOR
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OUTSIDE AIR
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ELECTRIC HEAT DATA
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HEATING TYPE
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LOCATION
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FILTER LOCATION
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AIR QUANTITIES
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HEATING AND COOLING CAPACITIES
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HEATING COIL ENTERING AND LEAVING
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SENSIBLE COOLING CAPACITY
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COOLING COIL LEAVING
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COOLING COIL ENTERING
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TOTAL COOLING CAPACITY
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TOTAL HEATING CAPACITY
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TOTAL SUPPLY AIR
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CONDENSATE DRAIN SIZE
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ELECTRICAL CHARACTERISTICS
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EXTERNAL STATIC PRESSURE (INCL. FILTER)
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kW
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V/PH
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V/PH
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LBS.
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NO.
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AMPS (EACH)
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IN.-IN.
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COP (HEATING)
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MANUFACTURER
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OUTDOOR UNIT DATA
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REFRIGERANT TYPE
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UNIT WEIGHT
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VOLTAGE
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SEER/EER
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ACTUAL HEATING CAPACITY (NOMINAL CAP.)
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MINIMUM BRANCH CIRCUIT AMPACITY (EACH)
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MODEL NUMBER (OUTDOOR UNIT)
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MODEL NUMBER (INDOOR UNIT)
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ELECTRICAL CHARACTERISTICS
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NUMBER OF COMPRESSORS/NUMBER OF STAGES
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REFRIGERANT SUCTION AND LIQUID LINE SIZES
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NOTES:
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2. T'STAT TO BE DIGITAL PROGRAMMABLE TYPE WITH HUMIDITY CONTROL.
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1. AHU TO BE VARIABLE SPEED WITH HUMIDITY CONTROL.
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HSPF (HEATING)
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HP-1
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AHU-1
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3. PROVIDE SINGLE POINT OF POWER.
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4. PROVIDE 2" FILTER & RACK.
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5. MANUFACTURE TO PROVIDE TRANSFORMER FOR ELECTRIC HEATERS.
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6. PROVIDE LONG LINE ACCESSORY FOR REFRIGERANT LINE IF NEEDED.
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7. PROVIDE CONDENSATE PUMP FOR ALL AHU'S.
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8. REFER TO MANUFACTURE FOR INSTALL AND SERVICE CLEARANCE.
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--
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1,680
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36,000
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47,000
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48,000
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SUPPLY
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ELECTRIC
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55-54
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80-67
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52-95
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28.5
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3.74
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15/12.5
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MFG.
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315
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1/2
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UNIT
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3/4"
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8
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0.7
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R-410A
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208-230/1
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208-230/1
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208-230/1
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CARRIER
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25HPA548
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FV4B005
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8.4
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1
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Bureau of Design and Construction
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DATE
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Office of Operations
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Department of Environmental Protection
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3800 Commonwealth Blvd., Tallahassee, FL 32399 (850) 425-2300
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A
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STATE PROJECT No.:
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ISSUE DATE:
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COMP. FILE No.:
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REVIEWED BY:
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DRAWN BY:
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DESIGNER :
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PROFESSIONAL REGISTRATION
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PROJECT TITLE
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SHEET NO.
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SHEET TITLE
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M100
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M100
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Robin Winton, PE
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56206
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PANTRY
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BEDROOM (3)
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BATHROOM
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DINING
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KITCHEN
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(NIC)
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(2)
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BEDROOM (2)
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LAUNDRY
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ENTRY
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(NIC)
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W.
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SCREENED PORCH
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DW
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1
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MC
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MC
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140 CFM
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280 CFM
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200 CFM
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200 CFM
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200 CFM
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200 CFM
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130 CFM
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130 CFM
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70 CFM
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50 CFM
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EF-1
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30 CFM
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10X8
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10X10
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16X12
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18X12
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20X20X36 PLENUM
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20X20 RA GRILLE W/OBD
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HALF DOOR
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36X36 RA GRILLE W/OBD
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AHU-1
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HP-1
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2" FILTER RACK
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PROVIDE CONTINUOUS STRIP OF
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FLEX. DUCT CONNECTION (TYP.)
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1/4" THICK NEOPRENE BEARING
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CONSTRUCTION).
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1 1/2" X 1 1/2" X 3/16" GALV.
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SAME SIZE AS OPENING ON UNIT.
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AUXILIARY DRAIN PAN
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OR AS NOTED ON PLANS
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HEIGHT OF PLENUM - 24"
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HANDLING UNIT.
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FLANGE OF PLENUM AND AIR
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SHEET METAL RA PLENUM WITH
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STEEL ANGLE STAND (ALL WELDED
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OR APPROVED EQUAL) BETWEEN
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EXTERNAL DUCTBOARD INSULATION,
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PAD (MASON INDUSTRIES BBP
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%%UAIR
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3.
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2.
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1.
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PROVIDE FOR 2" FILTER RACKS WITH FILTERS.
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PAD SECURED TO ANGLE FRAME (TYP.)
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4" X 4" X 1" THICK NEOPRENE/CORK
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%%UNOTE:
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N.T.S.
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PROVIDE CLEANOUTS ON CONDENSATE DRAIN.
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%%UVERTICAL AHU ON RA STAND/ PLENUM
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PROVIDE A FLOAT SWITCH IN THE AUXILIARY DRAIN PAN INTERLOCKED WITH AHU FAN.
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GYSUM BOARD
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SUPPLY AIR DUCT
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TXV
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%%UHANDLING
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%%UUNIT
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INSTALL ALL EQUIPMENT AND ACCESSORIES IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS.
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DUCTBOARD FOR
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LINE PLENUM WITH
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SOUND ATTENUATION
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R.A.
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4.
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DRAIN FLOAT SENSOR IN SECONDARY PAN, OR PROVIDE A SECONDARY DRAIN LINE
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TO BE RUN TO EXTERIOR OF THE BUILDING.
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PARTIAL DOOR
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SCALE: 1/4" = 1-0"
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FLOOR PLAN
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Bureau of Design and Construction
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DATE
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SYMBOL
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Office of Operations
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Department of Environmental Protection
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3800 Commonwealth Blvd., Tallahassee, FL 32399 (850) 425-2300
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A
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STATE PROJECT No.:
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ISSUE DATE:
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COMP. FILE No.:
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REVIEWED BY:
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DRAWN BY:
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DESIGNER :
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PROFESSIONAL REGISTRATION
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PROJECT TITLE
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SHEET NO.
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SHEET TITLE
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M101
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M101
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Robin Winton, PE
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56206
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rpw
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CIVIL AND STRUCTURAL ENGINEERING CONSULTANT
CERT. OF AUTHORIZATION # 9292
3370 CAPITAL CIRCLE NE, SUITE J - TALLAHASSEE, FL 32308
PHONE: (850) 894-4521 - FAX: (850) 224-0505
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KEVIN GREEN 11/8/2017 1:51:29 PM Z:\2017_CURRENT_PROJECTS\1710_TOPSAIL HILL RANGER RESIDENCE\DGN\00000001710\STRUCT\WOOD.DWG
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GENERAL NOTES 1. CONSTRUCTION IS TO COMPLY WITH THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ALL OTHER APPLICABLE FEDERAL, STATE, LOCAL CODES, STANDARDS, REGULATIONS AND LAW. THE GOVERNING CODE FOR THIS PROJECT IS THE FLORIDA BUILDING CODE 2017 INCLUDING ALL CURRENT AMENDMENTS. 2. THE STRUCTURE IS DESIGNED TO BE STRUCTURALLY SOUND WHEN COMPLETED. PRIOR TO COMPLETION, THE CONTRACTOR IS RESPONSIBLE FOR STABILITY AND TEMPORARY BRACING OR SUPPORT. 3. DESIGN SUPERIMPOSED LOADS ROOF LIVE LOAD -------- 20 PSF ROOF LIVE LOAD -------- 20 PSF 20 PSF 4. DESIGN WIND LOADS GOVERNING CODE -------------------- ASCE 7-10 GOVERNING CODE -------------------- ASCE 7-10 ASCE 7-10 ULTIMATE DESIGN WIND SPEED ------------ V = 140 MPH ULTIMATE DESIGN WIND SPEED ------------ V = 140 MPH V = 140 MPH ULT = 140 MPH NOMINAL DESIGN WIND SPEED ------------- V = 108.4 MPH V = 108.4 MPH ASD = 108.4 MPH RISK CATEGORY --------------------- II II EXPOSURE - MWFRS ------------------ C C COMPONENTS AND CLADDING ------------- C C INTERNAL PRESSURE COEFFICIENT----------- GCP+/-0.55 (PARTIALLY ENCLOSED BUILDING) GCP+/-0.55 (PARTIALLY ENCLOSED BUILDING) MEAN ROOF HEIGHT ------------------- 10.7 FEET MEAN ROOF HEIGHT ------------------- 10.7 FEET 10.7 FEET WIND DIRECTIONAL FACTOR--------------- Kd= 0.85 WIND DIRECTIONAL FACTOR--------------- Kd= 0.85 Kd= 0.85 TOPOGRAPHY FACTOR------------------ 1.0 TOPOGRAPHY FACTOR------------------ 1.0 1.0 5. VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO START OF CONSTRUCTION. NOTIFY THE ENGINEER OF ANY VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO START OF CONSTRUCTION. NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR INCONSISTENCIES. NO CHANGES OF INFORMATION SHOWN ON THE DRAWINGS SHALL BE MADE WITHOUT THE SPECIFIC WRITTEN APPROVAL OF THE ENGINEER. DESIGN INFORMATION SHOWN ON THE DRAWINGS PROVIDE OVERALL SPECIFIC WRITTEN APPROVAL OF THE ENGINEER. DESIGN INFORMATION SHOWN ON THE DRAWINGS PROVIDE OVERALL DIMENSIONAL PARAMETERS AND DESCRIBE ELEMENTS TO BE CONSTRUCTED. THE CONTRACTOR SHALL ADJUST DIMENSIONS AND DIMENSIONAL PARAMETERS AND DESCRIBE ELEMENTS TO BE CONSTRUCTED. THE CONTRACTOR SHALL ADJUST DIMENSIONS AND DETAILS AS REQUIRED TO FIT EXISTING CONDITIONS. THE ENGINEER SHALL BE NOTIFIED OF ANY PROPOSED MODIFICATIONS. DETAILS AS REQUIRED TO FIT EXISTING CONDITIONS. THE ENGINEER SHALL BE NOTIFIED OF ANY PROPOSED MODIFICATIONS. 6. DETAILS LABELED "TYP." APPLY TO ALL SITUATIONS THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY REFERENCED, DETAILS LABELED "TYP." APPLY TO ALL SITUATIONS THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY REFERENCED, WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION. QUESTION REGARDING THE APPLICABILITY OF TYPICAL DETAILS SHALL WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION. QUESTION REGARDING THE APPLICABILITY OF TYPICAL DETAILS SHALL BE RESOLVED BY THE ENGINEER. BE RESOLVED BY THE ENGINEER. 7. OPENINGS SHOWN ON STRUCTURAL DRAWINGS ARE ONLY PICTORIAL. SEE THE ARCHITECTURAL AND M.E.P. DRAWINGS FOR THE SIZE OPENINGS SHOWN ON STRUCTURAL DRAWINGS ARE ONLY PICTORIAL. SEE THE ARCHITECTURAL AND M.E.P. DRAWINGS FOR THE SIZE AND LOCATIONS OF OPENINGS IN THE STRUCTURE. AND LOCATIONS OF OPENINGS IN THE STRUCTURE. 8. CONTRACTORS WHO DISCOVER DISCREPANCIES, OMISSIONS OR VARIATIONS IN THE CONTRACT DOCUMENTS SHALL IMMEDIATELY NOTIFY CONTRACTORS WHO DISCOVER DISCREPANCIES, OMISSIONS OR VARIATIONS IN THE CONTRACT DOCUMENTS SHALL IMMEDIATELY NOTIFY THE ENGINEER. THE ENGINEER WILL RESOLVE THE CONDITION AND ISSUE A WRITTEN CLARIFICATION. 9. THE GENERAL CONTRACTOR SHALL COORDINATE ALL CONTRACT DOCUMENTS WITH FIELD CONDITIONS, DIMENSIONS AND PROJECT THE GENERAL CONTRACTOR SHALL COORDINATE ALL CONTRACT DOCUMENTS WITH FIELD CONDITIONS, DIMENSIONS AND PROJECT SHOP DRAWINGS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS MARKED WITH (+/-). USE ONLY PRINTED DIMENSIONS. SHOP DRAWINGS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS MARKED WITH (+/-). USE ONLY PRINTED DIMENSIONS. ELECTRONIC DRAWINGS SHOULD NOT BE ASSUMED TO BE DRAWN TO SCALE. REPORT ANY DISCREPANCIES IN WRITING TO THE ENGINEER PRIOR TO PROCEEDING WITH WORK. DO NOT CHANGE SIZE OR LOCATION OF STRUCTURAL MEMBERS WITHOUT WRITTEN INSTRUCTION FROM THE STRUCTURAL ENGINEER OF RECORD. 10. THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTY, HIS OWN WORK, AND THE PUBLIC FROM HARM. THE CONTRACTOR IS THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTY, HIS OWN WORK, AND THE PUBLIC FROM HARM. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, AND JOB SITE SAFETY INCLUDING ALL OSHA REQUIREMENTS. SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, AND JOB SITE SAFETY INCLUDING ALL OSHA REQUIREMENTS. 11. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL, 3 SETS OF PLANS, CALCULATIONS, AND SPECIFICATIONS SIGNED AND SEALED BY THE CONTRACTOR SHALL SUBMIT FOR APPROVAL, 3 SETS OF PLANS, CALCULATIONS, AND SPECIFICATIONS SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA, FOR ANY PROPOSED CHANGES TO THE CONTRACT DOCUMENTS. A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA, FOR ANY PROPOSED CHANGES TO THE CONTRACT DOCUMENTS. DIMENSIONAL LUMBER 1. ALL LUMBER SHALL BE S4S AND GRADE STAMPED BY AN AGENCY CERTIFIED BY THE AMERICAN LUMBER STANDARDS COMMITTEE'S ALL LUMBER SHALL BE S4S AND GRADE STAMPED BY AN AGENCY CERTIFIED BY THE AMERICAN LUMBER STANDARDS COMMITTEE'S BOARD OF REVIEW AND MANUFACTURED IN ACCORDANCE WITH PS-20, LATEST REVISION. BOARD OF REVIEW AND MANUFACTURED IN ACCORDANCE WITH PS-20, LATEST REVISION. 2. FRAMING MATERIAL SHALL BE SOUTHERN YELLOW PINE, No.2 OR BETTER, WITH A MAXIMUM MOISTURE CONTENT OF 19%. FRAMING MATERIAL SHALL BE SOUTHERN YELLOW PINE, No.2 OR BETTER, WITH A MAXIMUM MOISTURE CONTENT OF 19%. 3. MATERIAL SHALL BE SOUTHERN PINE, COMPLYING WITH THE STRESS VALUE TABLES LOCATED IN THIS SHEET. MATERIAL SHALL BE SOUTHERN PINE, COMPLYING WITH THE STRESS VALUE TABLES LOCATED IN THIS SHEET. 4. WANES ARE NOT ACCEPTABLE IN EXPOSED MATERIAL. WANES ARE NOT ACCEPTABLE IN EXPOSED MATERIAL. 5. P.T. DENOTES PRESSURE TREATED. P.T. DENOTES PRESSURE TREATED. 6. ALL P.T. LUMBER SHALL BE PRESSURE TREATED IN ACCORDANCE WITH THE AMERICAN WOOD PRESERVES ASSOCIATION ALL P.T. LUMBER SHALL BE PRESSURE TREATED IN ACCORDANCE WITH THE AMERICAN WOOD PRESERVES ASSOCIATION STANDARD T1. 7. FIELD CUTS, HOLES, AND DAMAGE SHALL BE TREATED WITH A BRUSH APPLIED COPPER NAPTHANATE OR FIELD CUTS, HOLES, AND DAMAGE SHALL BE TREATED WITH A BRUSH APPLIED COPPER NAPTHANATE OR APPROVED PRESERVATION SYSTEM AND APPLIED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 8. CONTRACTOR SHALL SUBMIT PRODUCT TREATMENT DATA SHEETS FOR APPROVAL BY WALTON COUNTY PRIOR CONTRACTOR SHALL SUBMIT PRODUCT TREATMENT DATA SHEETS FOR APPROVAL BY WALTON COUNTY PRIOR TO CONSTRUCTION. 9. TOP PLATES FOR PARALLAM BEAMS SHALL BE FASTENED WITH 2 16D STAINLESS STEEL RINGSHANK NAILS @ 16" O.C. TOP PLATES FOR PARALLAM BEAMS SHALL BE FASTENED WITH 2 16D STAINLESS STEEL RINGSHANK NAILS @ 16" O.C. 10. ALL FASTENERS SHALL BE APPLIED PER TABLE 2304.10.1, FBC 2017 UNLESS OTHERWISE NOTED. ALL FASTENERS SHALL BE APPLIED PER TABLE 2304.10.1, FBC 2017 UNLESS OTHERWISE NOTED. ROOF AND PORCH CEILING SHEATHING 1. ROOF AND PORCH CEILING SHEATHING SHALL BE 5/8" (NOMINAL) PLYWOOD. OSB IS NOT ALLOWED. ROOF AND PORCH CEILING SHEATHING SHALL BE 5/8" (NOMINAL) PLYWOOD. OSB IS NOT ALLOWED. 2. ALL SHEATHING SHALL BE FASTENED WITH 10d STAINLESS STEEL RINGSHANK NAILS: 4 INCHES O.C. AT ALL PERIMETER EDGES, ALL SHEATHING SHALL BE FASTENED WITH 10d STAINLESS STEEL RINGSHANK NAILS: 4 INCHES O.C. AT ALL PERIMETER EDGES, 6 INCHES O.C. IN THE FIELD UNLESS SHOWN OTHERWISE. 3. PORCH CEILING SHALL HAVE 2"X4" (MIN.) PURLIN BLOCKING AT ALL PLYWOOD EDGES AND AT 2'-0" O.C. MAX SPACING. PURLINS PORCH CEILING SHALL HAVE 2"X4" (MIN.) PURLIN BLOCKING AT ALL PLYWOOD EDGES AND AT 2'-0" O.C. MAX SPACING. PURLINS ARE TO BE INSTALLED WITH THE LONG DIMENSION ORIENTED VERTICALLY TO ALLOW COMPLETE NAILING. PURLINS INSTALLED IN THE "FLAT" ORIENTATION WILL NOT BE ACCEPTED. TRUSS SYSTEM 1. THE TRUSS SYSTEM SHALL BE DESIGNED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014, WITH THE TRUSS SYSTEM SHALL BE DESIGNED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014, WITH SUPPLEMENTS. SUPPLEMENTS. 2. THE TRUSS SYSTEM SHALL BE DESIGNED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. SHOP DRAWINGS SHALL BE SUBMITTED THE TRUSS SYSTEM SHALL BE DESIGNED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. SHOP DRAWINGS SHALL BE SUBMITTED BEARING THE SEAL AND SIGNATURE OF THE ENGINEER. BEARING THE SEAL AND SIGNATURE OF THE ENGINEER. 3. TOP AND BOTTOM CHORDS ARE TO BE A MINIMUM OF 2"X6" (NOMINAL). TOP AND BOTTOM CHORDS ARE TO BE A MINIMUM OF 2"X6" (NOMINAL). 4. ALL PLATES ARE TO BE HOT-DIP GALVANIZED (G185) (PER ASTM A653). ALL PLATES ARE TO BE HOT-DIP GALVANIZED (G185) (PER ASTM A653). 5. THE MANUFACTURER SHALL FURNISH ALL PARTS (JACK TRUSSES, HIP TRUSSES, VALLEY TRUSSES, HANGERS, ETC.), NECESSARY TO THE MANUFACTURER SHALL FURNISH ALL PARTS (JACK TRUSSES, HIP TRUSSES, VALLEY TRUSSES, HANGERS, ETC.), NECESSARY TO PROVIDE A COMPLETE TRUSS SYSTEM. 6. TRUSSES ARE TO BE BRACED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. TRUSSES ARE TO BE BRACED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. CONNECTORS 1. ALL CONNECTORS SHALL BE MANUFACTURED BY SIMPSON STRONG TIE OR APPROVED EQUAL UNLESS OTHERWISE NOTED. ALL CONNECTORS SHALL BE MANUFACTURED BY SIMPSON STRONG TIE OR APPROVED EQUAL UNLESS OTHERWISE NOTED. 2. ALL CONNECTORS AND FASTENERS THAT ARE NOT STAINLESS STEEL SHALL BE HOT DIPPED GALVANIZED FOR CORROSION PROTECTION: ALL CONNECTORS AND FASTENERS THAT ARE NOT STAINLESS STEEL SHALL BE HOT DIPPED GALVANIZED FOR CORROSION PROTECTION: ZMAX (G185)- MIN. 1.85 OZ. OF ZINC PER SQUARE FOOT OF SURFACE AREA PER ASTM A653. HDG (14 GA. AND THICKER)- MIN. AVG. COATING WEIGHT OF 2.0 OZ. PER SQUARE FOOT OF SURFACE AREA PER ASTM A123. CONNECTORS MAY REQUIRE SPECIAL FABRICATION FROM THE MANUFACTURER. NO ADDITIONAL CONTRACT TIME SHALL BE GRANTED TO CONNECTORS MAY REQUIRE SPECIAL FABRICATION FROM THE MANUFACTURER. NO ADDITIONAL CONTRACT TIME SHALL BE GRANTED TO OBTAIN THE REQUIRED CONNECTORS. CONTRACTOR SHALL HAVE ALL CONNECTORS INSPECTED BY THE ENGINEER PRIOR TO CONCRETE EMBEDMENT OR COVERING CONNECTORS WITH SUBSEQUENT WORK. 3. CONTRACTOR SHALL USE FASTENERS THAT ARE COMPATIBLE WITH THE CORROSION PROTECTION OF THE CONNECTOR, AND SHALL USE CONTRACTOR SHALL USE FASTENERS THAT ARE COMPATIBLE WITH THE CORROSION PROTECTION OF THE CONNECTOR, AND SHALL USE ALL FASTENERS REQUIRED TO OBTAIN MAXIMUM PUBLISHED CONNECTOR LOADS UNLESS OTHERWISE NOTED. 4. CONTRACTOR SHALL INSTALL ALL CONNECTORS IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. CONTRACTOR SHALL INSTALL ALL CONNECTORS IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.
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SITE PREPARATION 1. CLEAR AND GRUB ALL SURFACE VEGETATION, DEBRIS, AND OTHER DELETERIOUS MATERIAL ENCOUNTERED AROUND ENTIRE BUILDING CLEAR AND GRUB ALL SURFACE VEGETATION, DEBRIS, AND OTHER DELETERIOUS MATERIAL ENCOUNTERED AROUND ENTIRE BUILDING FOOTPRINT AREA PLUS 5 FEET. ANY REMNANTS OF EXISTING FOUNDATIONS OR UNDERGROUND UTILITY LINES SHOULD BE FOOTPRINT AREA PLUS 5 FEET. ANY REMNANTS OF EXISTING FOUNDATIONS OR UNDERGROUND UTILITY LINES SHOULD BE ANY REMNANTS OF EXISTING FOUNDATIONS OR UNDERGROUND UTILITY LINES SHOULD BE REMOVED COMPLETELY FROM WITHIN THE PROPOSED BUILDING AREA. DURING THE CLEARING AND GRUBBING OPERATION, ROOTS WITH A REMOVED COMPLETELY FROM WITHIN THE PROPOSED BUILDING AREA. DURING THE CLEARING AND GRUBBING OPERATION, ROOTS WITH A DURING THE CLEARING AND GRUBBING OPERATION, ROOTS WITH A DIAMETER GREATER THAN 1 INCH OR SMALL ROOTS IN HIGH DENSITY SHALL BE COMPLETELY REMOVED. 2. GRADE SITE AND PROOF ROLL USING APPROPRIATE COMPACTING EQUIPMENT FOR SITE AND SOIL CONDITIONS. SUFFICIENT GRADE SITE AND PROOF ROLL USING APPROPRIATE COMPACTING EQUIPMENT FOR SITE AND SOIL CONDITIONS. SUFFICIENT PASSES SHALL BE MADE TO DEVELOP A MINIMUM DRY DENSITY OF 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY PASSES SHALL BE MADE TO DEVELOP A MINIMUM DRY DENSITY OF 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557) TO A DEPTH OF 2'-0" BELOW THE COMPACTED SURFACE. (ASTM D-1557) TO A DEPTH OF 2'-0" BELOW THE COMPACTED SURFACE. 3. ALL FILL SHALL BE A CLEAN WHITE SAND THAT MEETS THE REQUIREMENTS OF THE WHITE SAND PROTECTION RESTRICTIONS DETAILED IN THE ALL FILL SHALL BE A CLEAN WHITE SAND THAT MEETS THE REQUIREMENTS OF THE WHITE SAND PROTECTION RESTRICTIONS DETAILED IN THE WALTON COUNTY DEVELOPMENT CODE, SECTION 4.07. ALL FILL SHALL BE COMPACTED IN LAYERS NOT EXCEEDING 8" THICK, LOOSE MEASURE, TO A MINIMUM OF 95% OF MAXIMUM DENSITY, AS DETERMINED BY MODIFIED PROCTOR ASTM D-1557. 4. DO NOT PERMIT WATER TO STAND OR POND ON OR NEAR FOUNDATION AREA DURING OR AFTER CONSTRUCTION. SITE GRADING DO NOT PERMIT WATER TO STAND OR POND ON OR NEAR FOUNDATION AREA DURING OR AFTER CONSTRUCTION. SITE GRADING SHALL BE SUCH TO PROVIDE POSITIVE DRAINAGE OF SURFACE WATER RUNOFF AROUND AND AWAY FROM FOUNDATION AREA. SHALL BE SUCH TO PROVIDE POSITIVE DRAINAGE OF SURFACE WATER RUNOFF AROUND AND AWAY FROM FOUNDATION AREA. EXCAVATION, BACK FILL AND DEWATERING 1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LOGGING, SHORING, AND PROTECTION OF THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LOGGING, SHORING, AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, AND UTILITIES IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT AND ADJACENT PROPERTY, STRUCTURES, AND UTILITIES IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT AND OSHA REGULATIONS. DO NOT EXCAVATE WITHIN ONE FOOT OF THE ANGLE OR THE REPOSE OF ANY SOIL BEARING FOUNDATION UNLESS THE FOUNDATION IS PROPERLY PROTECTED AGAINST SETTLEMENT. 2. THE CONTRACTOR IS RESPONSIBLE FOR THE DISPOSAL OF ALL ACCUMULATED WATER IN A MANNER THAT DOES NOT INCONVENIENCE OR THE CONTRACTOR IS RESPONSIBLE FOR THE DISPOSAL OF ALL ACCUMULATED WATER IN A MANNER THAT DOES NOT INCONVENIENCE OR DAMAGE THE WORK. SLAB ON GRADE 1. ABOVE SUBGRADE, USE FILL CONTAINING NOT MORE THAN 10% PASSING #200 SIEVE AND MAXIMUM 1" DIAMETER. COMPACT TO 95% OF ABOVE SUBGRADE, USE FILL CONTAINING NOT MORE THAN 10% PASSING #200 SIEVE AND MAXIMUM 1" DIAMETER. COMPACT TO 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY MODIFIED PROCTOR ASTM D-1557. 2. FILL PLACEMENT AND COMPACTION SHALL BE MONITORED AND ACCEPTED BY THE TESTING AGENCY. TAKE A MINIMUM OF ONE FIELD FILL PLACEMENT AND COMPACTION SHALL BE MONITORED AND ACCEPTED BY THE TESTING AGENCY. TAKE A MINIMUM OF ONE FIELD DENSITY TEST (ASTM D-1556 OR D-2922) FOR EACH 1000 SQF OF EACH LAYER. THE TESTING AGENCY SHALL NOT RANDOMLY SELECT TEST LOCATIONS. 3. FOR INTERIOR SLABS, PLACE 6 MIL POLYETHYLENE SHEETING BETWEEN SOIL AND BOTTOM OF SLAB. DO NOT USE ANY SHEETING FOR INTERIOR SLABS, PLACE 6 MIL POLYETHYLENE SHEETING BETWEEN SOIL AND BOTTOM OF SLAB. DO NOT USE ANY SHEETING BELOW EXTERIOR CONCRETE SLABS. BELOW EXTERIOR CONCRETE SLABS. 4. 4" THICK SLABS ON GRADE SHALL BE REINFORCED WITH 6X6 -W1.4XW1.4 WELDED WIRE REINFORCEMENT. USE CHAIRS TO SUPPORT 4" THICK SLABS ON GRADE SHALL BE REINFORCED WITH 6X6 -W1.4XW1.4 WELDED WIRE REINFORCEMENT. USE CHAIRS TO SUPPORT WIRE FABRIC IN THE CENTER OF THE SLAB. WIRE FABRIC IN THE CENTER OF THE SLAB. 5. MAXIMUM SCORE AND TOOL BETWEEN ISOLATION JOINTS IN EQUAL BAYS OF 10 FT OR LESS. MAXIMUM SCORE AND TOOL BETWEEN ISOLATION JOINTS IN EQUAL BAYS OF 10 FT OR LESS. 6. SOIL UNDER ALL SLABS ON GRADE SHALL BE TERMITE TREATED. SOIL UNDER ALL SLABS ON GRADE SHALL BE TERMITE TREATED. REINFORCED CONCRETE 1. CONSTRUCT REINFORCED CONCRETE IN ACCORDANCE WITH ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. CONSTRUCT REINFORCED CONCRETE IN ACCORDANCE WITH ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. 2. PROVIDE STRUCTURAL CONCRETE WITH MINIMUM ULTIMATE COMPRESSIVE DESIGN STRENGTH IN 28 DAYS OF 4000 PSI, A MAXIMUM PROVIDE STRUCTURAL CONCRETE WITH MINIMUM ULTIMATE COMPRESSIVE DESIGN STRENGTH IN 28 DAYS OF 4000 PSI, A MAXIMUM WATER/CEMENT RATIO OF 0.48 AND MAXIMUM SIZE OF COARSE AGGREGATE OF 0.50 INCHES. WATER/CEMENT RATIO OF 0.48 AND MAXIMUM SIZE OF COARSE AGGREGATE OF 0.50 INCHES. 3. USE NORMAL WEIGHT CONCRETE FOR ALL STRUCTURAL MEMBERS, UNLESS OTHERWISE NOTED. USE NORMAL WEIGHT CONCRETE FOR ALL STRUCTURAL MEMBERS, UNLESS OTHERWISE NOTED. 4. PROVIDE ASTM A-615 GRADE 60 REINFORCING STEEL. REINFORCING STEEL SHALL BE ACCURATELY PLACED, RIGIDLY SUPPORTED AND PROVIDE ASTM A-615 GRADE 60 REINFORCING STEEL. REINFORCING STEEL SHALL BE ACCURATELY PLACED, RIGIDLY SUPPORTED AND FIRMLY TIED IN PLACE WITH APPROPRIATE BAR SUPPORTS AND SPACERS. LAP CONTINUOUS REINFORCING 48 BAR DIAMETERS. LAP BOTTOM STEEL OVER SUPPORTS AND TOP STEEL AT MIDSPAN UNLESS OTHERWISE NOTED. HOOK DISCONTINUOUS ENDS OF ALL TOP BARS AND ALL BARS IN WALLS UNLESS OTHERWISE NOTED. PROVIDE COVER OVER REINFORCING AS FOLLOWS: ELEMENT BOTTOM TOP SIDES SLABS ON GRADE 3" 3" 3" 5. WHERE SPECIFIED, PROVIDE PLAIN, COLD-DRAWN ELECTRICALLY - WELDED WIRE REINFORCEMENT CONFIRMING TO ASTM A-185. WHERE SPECIFIED, PROVIDE PLAIN, COLD-DRAWN ELECTRICALLY - WELDED WIRE REINFORCEMENT CONFIRMING TO ASTM A-185. SUPPLY IN FLAT SHEETS ONLY. LAP SPLICES 1 FT. MINIMUM. SUPPLY IN FLAT SHEETS ONLY. LAP SPLICES 1 FT. MINIMUM. 6. PROVIDE CONSTRUCTION JOINTS IN ACCORDANCE WITH ACI 318, SECTION 26.5.6. PROVIDE KEY WAYS AND ADEQUATE DOWELS. SUBMIT PROVIDE CONSTRUCTION JOINTS IN ACCORDANCE WITH ACI 318, SECTION 26.5.6. PROVIDE KEY WAYS AND ADEQUATE DOWELS. SUBMIT DRAWINGS SHOWING LOCATION OF CONSTRUCTION JOINTS AND DIRECTION OF POUR FOR REVIEW. DRAWINGS SHOWING LOCATION OF CONSTRUCTION JOINTS AND DIRECTION OF POUR FOR REVIEW. 7. PLACING OF CONCRETE - VIBRATE CONCRETE TO PREVENT HONEYCOMBS AND VOIDS. DO NOT USE ADMIXTURES CONTAINING PLACING OF CONCRETE - VIBRATE CONCRETE TO PREVENT HONEYCOMBS AND VOIDS. DO NOT USE ADMIXTURES CONTAINING CHLORIDE SALTS IN THE CONCRETE. CHLORIDE SALTS IN THE CONCRETE. SHALLOW FOUNDATION 1. ALLOWABLE BEARING CAPACITY TO BE 2000 LB/FT^2 ON UNDISTURBED SOIL OR COMPACTED FILL AS DETERMINED BY ALLOWABLE BEARING CAPACITY TO BE 2000 LB/FT^2 ON UNDISTURBED SOIL OR COMPACTED FILL AS DETERMINED BY THE REPORT OF GEOTECHNICAL INVESTIGATION PROVIDED BY ENVIRONMENTAL AND GEOTECHNICAL SPECIALISTS, INC. (EGS) DATED JULY 2017. THE REPORT OF GEOTECHNICAL INVESTIGATION PROVIDED BY ENVIRONMENTAL AND GEOTECHNICAL SPECIALISTS, INC. (EGS) DATED JULY 2017. 2. CENTER ALL FOOTINGS UNDER THEIR RESPECTIVE COLUMNS OR WALLS, UNLESS OTHERWISE NOTED. CENTER ALL FOOTINGS UNDER THEIR RESPECTIVE COLUMNS OR WALLS, UNLESS OTHERWISE NOTED. 3. ALL SOIL BELOW FOOTINGS SHALL BE COMPACTED TO A DEPTH OF 24" AT OPTIMUM MOISTURE CONTENT TO 95% MODIFIED ALL SOIL BELOW FOOTINGS SHALL BE COMPACTED TO A DEPTH OF 24" AT OPTIMUM MOISTURE CONTENT TO 95% MODIFIED PROCTOR, PER ASTM D-1557. (8" MAX LIFTS). AT LEAST 1 IN-PLACE DENSITY TEST SHALL BE PERFORMED FOR EVERY 50-FEET LINEAR OF PROCTOR, PER ASTM D-1557. (8" MAX LIFTS). AT LEAST 1 IN-PLACE DENSITY TEST SHALL BE PERFORMED FOR EVERY 50-FEET LINEAR OF AT LEAST 1 IN-PLACE DENSITY TEST SHALL BE PERFORMED FOR EVERY 50-FEET LINEAR OF WALL FOOTING PRIOR TO PLACING ANY STEEL IN THE EXCAVATIONS. ALL FOUNDATION BEARING SURFACES SHOULD HAVE A MINIMUM WIDTH OF AT LEAST 18 INCHES AND BE FOUNDED AT LEAST 12 INCHES BELOW THE SURROUNDING GRADE. AFTER THE FOUNDATION HAS AFTER THE FOUNDATION HAS AFTER THE FOUNDATION HAS ADEQUATELY CURED AND FORMS ARE REMOVED, BACKFILL SHOULD BE PLACED AROUND THE FOUNDATIONS IN LOOSE LIFTS NOT EXCEEDING 6 INCHES AND MEETING THE TESTING CRITERIA AS DESCRIBED ABOVE.
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COMPONENT & CLADDING PRESSURES
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ZONE
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2 (ROOF 2)
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3 (ROOF 3)
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SCHEDULE OF REQUIRED STRESS VALUES VISUALLY GRADED, NO. 2 MATERIAL (@100% STRESS RATING)
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WOOD FRAMING SIZE
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REQUIRED VALUES, IN PSI
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Fb
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Ft
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Fv
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Fc
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Fc
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E
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SOUTHERN YELLOW PINE (SYP)
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925
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550
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175
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565
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1350
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1,400,000
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750
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450
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175
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565
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1250
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1,400,000
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2X8, 3X8, & 4X8
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2X12, 3X12, & 4X12
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1 (ROOF 1)
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38.0/-52.5
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(PSF) 10 S.F.
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ASCE 7-10 COMPONENT AND CLADDING PRESSURE
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4 (WALL 4)
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56.1/-59.7
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5 (WALL 5)
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56.1/-70.6
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38.0/-81.5
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38.0/-81.5
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SCHEDULE OF REQUIRED STRESS VALUES VISUALLY GRADED, NO. 1 MATERIAL (@100% STRESS RATING)
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WOOD FRAMING SIZE
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REQUIRED VALUES, IN PSI
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Fb
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Fc
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Fc
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E
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SOUTHERN YELLOW PINE (SYP)
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P.T. 8x8 POST
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1350
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900
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165
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375
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825
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1,500,000
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33.0/-50.0
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(PSF) 50 S.F.
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51.6/-55.3
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51.6/-61.7
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33.0/-68.8
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33.0/-68.8
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30.8/-48.9
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(PSF) 100 S.F.
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49.7/-53.3
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49.7/-57.8
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30.8/-63.4
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30.8/-63.4
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2X6, 3X6, & 4X6
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2X10, 3X10, & 4X10
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1000
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600
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175
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565
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1400
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1,400,000
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800
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475
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175
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565
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1300
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1,400,000
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2X4, 3X4, & 4X4
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1100
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675
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175
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565
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1450
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1,400,000
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I CERTIFY THAT THE DESIGN PLANS AND SPECIFICATIONS FOR THIS CONSTRUCTION ARE IN COMPLIANCE WITH THE CRITERIA ESTABLISHED BY THE FLORIDA BUILDING CODE AND SECTION 4.02.06 OF THE WALTON COUNTY LAND DEVELOPMENT CODE. THIS BUILDING AND / OR STRUCTURE IS DESIGNED FOR WIND SPEED RISK CATEGORY 2 TO WITHSTAND A WIND VELOCITY OF 140mph AND CHAPTER 16 OF THE FLORIDA BUILDING CODE. ALSO, UPON COMPLETION OF THIS BUILDING AND / OR STRUCTURE, I WILL CERTIFY AT THAT TIME THE BUILDING AND / OR STRUCTURE HAS COMPLIED WITH THIS SPECIFIC BUILDING DESIGN. THIS MUST BE ON FILE AT THE WALTON COUNTY BUILDING DEPARTMENT BEFORE RECEIVING AN INSPECTION FOR POWER. I UNDERSTAND THAT ANY CHANGE IN DESIGN OR SPECIFICATION MUST BE SUBMITTED IN WRITING BY ME TO THE BUILDING DEPARTMENT. ALL DRAWINGS AND / OR CORRESPONDENCE SHALL BE SIGNED AND SEALED. SIGNED AND SEALED, __________________________ ENGINEER STATE OF FLORIDA
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SCHEDULE OF REQUIRED STRESS VALUES TRUS JOIST PARALLAM PLUS PSL WOLMANIZED (@100% STRESS RATING)
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WOOD FRAMING SIZE
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REQUIRED VALUES, IN PSI
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Fb
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Fc
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E
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SERVICE LEVEL 2
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3 " X 11 " 12" X 11 " 78"
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1827
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1397
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197
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338
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1508
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1,460,000
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Bureau of Design and Construction
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DATE
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Office of Operations
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Department of Environmental Protection
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3800 Commonwealth Blvd., Tallahassee, FL 32399 (850) 425-2300
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B
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STATE PROJECT No.:
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ISSUE DATE:
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COMP. FILE No.:
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REVIEWED BY:
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DRAWN BY:
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PROFESSIONAL REGISTRATION
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PROJECT TITLE
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SHEET NO.
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SHEET TITLE
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JOHN F. SLIGER II, P.E.
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P.E. No. 55550
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KLG
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JFS
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S101
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9/19/17
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61153C
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CIVIL AND STRUCTURAL ENGINEERING CONSULTANT
CERT. OF AUTHORIZATION # 9292
3370 CAPITAL CIRCLE NE, SUITE J - TALLAHASSEE, FL 32308
PHONE: (850) 894-4521 - FAX: (850) 224-0505
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KEVIN GREEN 11/8/2017 1:51:29 PM Z:\2017_CURRENT_PROJECTS\1710_TOPSAIL HILL RANGER RESIDENCE\DGN\00000001710\STRUCT\WOOD.DWG
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NON-LOAD BEARING GRADE BEAMS (TYP.) SEE DETAIL THIS SHEET
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4
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1
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6
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3
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ENTRY SLAB
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ENTRY SLAB
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ENTRY SLAB
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FOUNDATION LAYOUT
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SCALE :N.T.S.
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6
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6
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6
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12" TIE MAX THREADED ROD
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58" TO " TIE MAX 12" TIE MAX COUPLER
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6 MIL. VAPOR BARRIER ON TERMITE TREATED COMPACTED CLEAN SAND FILL. FILL TO BE COMPACTED IN 8" LIFTS TO 95% MODIFIED PROCTOR FOR A DEPTH OF 2'-0".
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4" CONCRETE SLAB. REINFORCED W/ 6X6 W1.4 X W1.4 W.W.R.
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58" TIEMAX ANCHOR WITH NUT AND 2 " X 2 " X " 12" X 2 " X " 12" X " 316" WASHER
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#5 BAR @ 12" O.C. SEE BAR BENDING DETAIL B
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(3) #5 REBAR EVENLY SPACED
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2" X 6" #2 SYP STUDS @ 16" O.C.
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#5 BAR CONTINUOUS
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12" PLYWOOD SHEATHING
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2" X 6" P.T. SILL PLATE WITH 58" X 10" J-TYPE ANCHOR BOLTS WITH 2" X 2" X " 18" WASHERS @ 18" O.C.
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FOUNDATION DETAIL
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SCALE :N.T.S.
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1
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BAR BENDING DETAIL B
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BAR BENDING DETAIL A
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STANDARD HOOK AT CORNER
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NOTE: BAR A IS PROVIDED WITH THE INTENT THAT IT WILL BE USED AS PART OF THE GROUNDING ELECTRODE SYSTEM PER FBC E3608
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BAR BENDING DETAILS
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SCALE :N.T.S.
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5
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BAR BENDING DETAIL C
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6 MIL. VAPOR BARRIER ON TERMITE TREATED COMPACTED CLEAN SAND FILL. FILL TO BE COMPACTED IN 8" LIFTS TO 95% MODIFIED PROCTOR FOR A DEPTH OF 2'-0".
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4" CONCRETE SLAB. REINFORCED W/ 6X6 W1.4 X W1.4 W.W.R.
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#5 BAR @ 12" O.C. SEE BAR BENDING DETAIL C
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SIMPSON STRONG TIE CB66 STAINLESS STEEL
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6" X 6" PT POST (TYP.)
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SLOPE PER CIVIL SHEETS
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REAR PORCH FOUNDATION DETAIL
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SCALE :N.T.S.
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TERMITE TREATED COMPACTED CLEAN SAND FILL. FILL TO BE COMPACTED IN 8" LIFTS TO 95% MODIFIED PROCTOR FOR A DEPTH OF 2'-0".
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4" CONCRETE SLAB. REINFORCED W/ 6X6 W1.4 X W1.4 W.W.R.
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#5 BAR CONTINUOUS
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12" EXPANSION JOINT WITH PREFORMED JOINT FILLER
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FOUNDATION
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SLOPE PER CIVIL SHEETS
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ENTRY SLAB DETAIL
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SCALE :N.T.S.
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3
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6 MIL. VAPOR BARRIER ON TERMITE TREATED COMPACTED CLEAN SAND FILL. FILL TO BE COMPACTED IN 8" LIFTS TO 95% MODIFIED PROCTOR FOR A DEPTH OF 2'-0".
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4" CONCRETE SLAB. REINFORCED W/ 6X6 W1.4 X W1.4 W.W.R.
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(1) #5 BAR CONTINUOUS (TYP.)
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NON-LOAD BEARING GRADE BEAM DETAIL
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SCALE :N.T.S.
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6
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#3 BARS @ 12" O.C.
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KEEP 6" MIN. OF CONC. ALL AROUND
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(4) - #3 BARS TRAVERSE
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PIPE SLEEVE 3" LARGER THAN PIPE DIAMETER
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LOOSE INSULATION
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PROVIDE DEEPENED FOOTING AT PIPE
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PIPE
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FOOTING REINFORCEMENT
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12
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1
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12
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1
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(TYP) PIPE SLEEVE UNDER FOOTING DETAIL
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SCALE :N.T.S.
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2
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58" THREADED ROD WITH NUT AND 2 " X 2 " X " 12" X 2 " X " 12" X " 18" WASHER EMBEDDED WITH SIMPSON STRONG TIE AT-XP ANCHOR ADHESIVE
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FINISHED FOUNDATION
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2" X 6" #2 SYP STUDS @ 16" O.C.
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#5 BAR CONTINUOUS
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12" PLYWOOD SHEATHING
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2" X 6" P.T. SILL PLATE WITH 58" X 10" J-TYPE ANCHOR BOLTS WITH 2" X 2" X " 18" WASHERS @ 18" O.C.
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SCALE :N.T.S.
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MISSING ANCHOR/ THREADED ROD EMBEDMENT DETAIL
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Bureau of Design and Construction
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DATE
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REVISION
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DATE
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Office of Operations
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Department of Environmental Protection
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3800 Commonwealth Blvd., Tallahassee, FL 32399 (850) 425-2300
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B
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STATE PROJECT No.:
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ISSUE DATE:
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COMP. FILE No.:
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PROFESSIONAL REGISTRATION
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PROJECT TITLE
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SHEET NO.
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SHEET TITLE
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JOHN F. SLIGER II, P.E.
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P.E. No. 55550
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CIVIL AND STRUCTURAL ENGINEERING CONSULTANT
CERT. OF AUTHORIZATION # 9292
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PHONE: (850) 894-4521 - FAX: (850) 224-0505
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WITHIN 8" PORCH BEAM POCKET
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PLACEMENT PER GIRDER SUPPORT AND TIEDOWN DETAIL
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PLACEMENT PER GIRDER SUPPORT AND TIEDOWN DETAIL
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PLACEMENT PER GIRDER SUPPORT AND TIEDOWN DETAIL
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WITHIN 8" PORCH BEAM POCKET
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SEE ARCHITECTURAL SHEETS FOR EXTERIOR DOOR AND WINDOW LOCATIONS AND DIMENSIONS, AND INTERIOR WALL LAYOUT DIMENSIONS
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ENTRY SLAB
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ENTRY SLAB
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ENTRY SLAB
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TIE MAX LAYOUT
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SCALE :N.T.S.
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(3) 2" X 12" SYP HEADER FLITCHED WITH " PLYWOOD 38" PLYWOOD (TYP.)
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SEE ARCH. SHEETS
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4
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12
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SIMPSON CB66 (SS) POST BASE OR APPROVED EQUAL
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6"X6" P.T. COLUMN TREAT ALL FIELD CUT ENDS AND FIELD DRILLED HOLES WITH COPPER NAPTHANATE (OR APPROVED EQUAL) PER MANUFACTURER'S INSTRUCTIONS
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(1) SIMPSON STRONG-TIE H16 WITH ZMAX G185 COATING OR APPROVED EQUAL @ EACH COMMON TRUSS TO PARALLAM CONNECTION
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6X6 W1.4XW1.4 W.W.R.
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WALL SECTION
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1
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SCALE :N.T.S.
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SEE FOUNDATION DETAIL FOR REINFORCEMENT
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6 MIL. VAPOR BARRIER ON TERMITE TREATED COMPACTED CLEAN SAND FILL. FILL TO BE COMPACTED IN 8" LIFTS TO 95% MODIFIED PROCTOR FOR A DEPTH OF 2'-0".
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PRE-ENGINEERED TRUSS
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(1) 3-1/2" X 11-7/8" TRUS JOIST PARALLAM PLUS PSL (WOLMANIZED) OR APPROVED EQUAL.
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SIMPSON STRONG TIE CCQ46SDS2.5 (SS) OR APPROVED EQUAL.
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5/8" CDX PLYWOOD SHEATHING (TYP.)
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5/8" PLYWOOD SHEATHING (TYP).
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GRADE
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FINISH
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SLOPE 1%
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4" CONCRETE SLAB
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1
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2
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2X BLOCKING (TYP.)
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(1) SIMPSON STRONG- TIE H16 WITH ZMAX G185 COATING OR APPROVED EQUAL, @ TRUSS TO PORCH WALL CONNECTION (TYP.)
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PRE-ENGINEERED TRUSS
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1
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2
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1
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2
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12" CDX PLYWOOD SHEATHING (TYP.)
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SEE ARCH. SHEETS
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6X6 W1.4XW1.4 W.W.R.
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WALL SECTION
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SCALE :N.T.S.
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2" X 6" SYP STUD @ 16" O.C. (TYP.)
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12" TIE-MAX THREADED ROD @ 48" O.C. (TYP.)
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2" X 6" P.T. SILL PLATE WITH " X 10" 58" X 10" J-TYPE ANCHOR BOLTS WITH 2" X 2" X " 18" WASHERS @ 18" O.C. SEE FOUNDATION DETAIL FOR TIE-MAX INFORMATION.
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5/8" CDX PLYWOOD SHEATHING (TYP.)
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4" CONCRETE SLAB
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4
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12
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(1) SIMPSON STRONG-TIE H16 WITH ZMAX G185 COATING OR APPROVED EQUAL @ EACH COMMON TRUSS TO PARALLAM CONNECTION
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PRE-ENGINEERED TRUSS
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(1) 3-1/2" X 11-7/8" TRUS JOIST PARALLAM PLUS PSL (WOLMANIZED) OR APPROVED EQUAL.
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5/8" PLYWOOD SHEATHING (TYP).
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2" X 6" SYP DOUBLE PLATE WITH TIE-MAX NUT AND 3" X 3" X " 14" TIE-MAX WASHER (TYP.)
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2X BLOCKING (TYP.)
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WALL SECTION
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3
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SCALE :N.T.S.
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SEE FOUNDATION DETAIL FOR REINFORCEMENT
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6 MIL. VAPOR BARRIER ON TERMITE TREATED COMPACTED CLEAN SAND FILL. FILL TO BE COMPACTED IN 8" LIFTS TO 95% MODIFIED PROCTOR FOR A DEPTH OF 2'-0".
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GRADE
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FINISH
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SLOPE 1%
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1
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2
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1
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2
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1
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2
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(1) SIMPSON STRONG- TIE H16 WITH ZMAX G185 COATING OR APPROVED EQUAL, @ TRUSS TO PORCH WALL CONNECTION (TYP.)
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PRE-ENGINEERED TRUSS
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12" CDX PLYWOOD SHEATHING NAILED WITH 10D SS NAILS @ 4" O.C. AT THE EDGES AND 6" O.C. IN THE FIELD (TYP.)
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4
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12
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4" CONCRETE SLAB.
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PRE-ENGINEERED TRUSS
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6 MIL. VAPOR BARRIER ON TERMITE TREATED COMPACTED CLEAN SAND FILL. FILL TO BE COMPACTED IN 8" LIFTS TO 95% MODIFIED PROCTOR FOR A DEPTH OF 2'-0".
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(2) SIMPSON STRONG- TIE H10ASS CONNECTOR OR APPROVED EQUAL, @ TRUSS TO WALL CONNECTION (TYP.)
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2" X 6" SYP DOUBLE PLATE WITH TIE-MAX NUT AND 3" X 3"X " 14" TIE-MAX WASHER (TYP.)
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WALL SECTION
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2
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SCALE :N.T.S.
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2X BLOCKING (TYP.)
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GRADE
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FINISH
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5/8" PLYWOOD SHEATHING (TYP).
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SEE FOUNDATION DETAIL FOR REINFORCEMENT
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6X6 W1.4XW1.4 W.W.R.
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1
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2
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2" X 6" SYP STUD @ 16" O.C. (TYP.)
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2" X 6" P.T. SILL PLATE WITH " X 10" 58" X 10" J-TYPE ANCHOR BOLTS WITH 2" X 2" X " 18" WASHERS @ 18" O.C. SEE FOUNDATION DETAIL FOR TIE-MAX INFORMATION.
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12" TIE-MAX THREADED ROD @ 48" 0.C. (TYP.)
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12" CDX PLYWOOD SHEATHING NAILED WITH 10D SS NAILS @ 4" O.C. AT THE EDGES AND 6" O.C. IN THE FIELD (TYP.)
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Bureau of Design and Construction
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DATE
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REVISION
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SYMBOL
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D
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C
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DATE
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REVISION
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SYMBOL
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Office of Operations
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Department of Environmental Protection
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3800 Commonwealth Blvd., Tallahassee, FL 32399 (850) 425-2300
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B
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A
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STATE PROJECT No.:
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ISSUE DATE:
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COMP. FILE No.:
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REVIEWED BY:
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DRAWN BY:
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DESIGNER :
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Consultant :
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PROFESSIONAL REGISTRATION
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PROJECT TITLE
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SHEET NO.
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SHEET TITLE
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JOHN F. SLIGER II, P.E.
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P.E. No. 55550
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KLG
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KLG
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JFS
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S103
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9/19/17
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CIVIL AND STRUCTURAL ENGINEERING CONSULTANT
CERT. OF AUTHORIZATION # 9292
3370 CAPITAL CIRCLE NE, SUITE J - TALLAHASSEE, FL 32308
PHONE: (850) 894-4521 - FAX: (850) 224-0505
RO
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KEVIN GREEN 11/8/2017 1:51:29 PM Z:\2017_CURRENT_PROJECTS\1710_TOPSAIL HILL RANGER RESIDENCE\DGN\00000001710\STRUCT\WOOD.DWG
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(1) ECCLLQ464SDS @ (HDG) BEAM TO POST CONNECTION
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(1) ECCLRQ464SDS (HDG) @ BEAM TO POST CONNECTION
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(1) CCQ46SDS2.5 (SS) @ POST TO BEAM CONNECTION
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(2) HCP2 (SS) @ HIP TO BEAM CONNECTION
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(2) HCP2 (SS) @ HIP TO BEAM CONNECTION
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(1) MGT @ EACH GIRDER TO EXTERIOR WALL CONNECTION
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(1) MGT @ EACH GIRDER TO EXTERIOR WALL CONNECTION
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(2) LGT2 @ EACH GIRDER TO EXTERIOR HEADER CONNECTION
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(1) MGT @ EACH GIRDER TO WALL CONNECTION
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(2) HCP2 (SS) @ HIP TO WALL CONNECTION
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(2) HCP2 (SS) @ HIP TO WALL CONNECTION
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(2) HCP2 (SS) @ HIP TO WALL CONNECTION
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(2) HCP2 (SS) @ HIP TO WALL CONNECTION
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(2) H8 (SS) @ BEAM TO POST CONNECTION
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(2) H8 (SS) @ BEAM TO POST CONNECTION
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CONNECTOR LAYOUT
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SCALE :N.T.S.
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ROOF SHEATHING DETAILS
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TRUSS OR RAFTER BLOCKING DETAIL
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CORNER POST/HEADER CONNECTOR DETAIL
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SIMPSON STRONG TIE CCQ46SDS2.5 (SS) OR APPROVED EQUAL.
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6" X 6" P.T. WOOD COLUMN
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COLUMN CAP DETAIL
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(2) SIMPSON STRONG-TIE HCP2 (SS) OR APPROVED EQUAL
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6"X 6" PT POST
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PRE-ENGINEERED TRUSS (BY OTHERS)
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SIMPSON STRONG-TIE HCP2
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SCALE :N.T.S.
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3
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1
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SCALE :N.T.S.
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SCALE :N.T.S.
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2
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SCALE :N.T.S.
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SCALE :N.T.S.
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SHEATHING
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2X BLOCKING @ 48" O.C. MAX. IN FIRST TWO FRAMING SPACES AT EACH END
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TRUSS
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ROOF SHEATHING LAYOUT & ENDWALL ROOF BRACING
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SCALE :N.T.S.
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3-1/2" X 11-7/8" TRUS JOIST PARALLAM PLUS PSL (WOLMANIZED) OR APPROVED EQUAL (TOP PLATES NOT SHOWN FOR CLARITY).
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6" X 6" P.T. POST
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3-1/2" X 11-7/8" TRUS JOIST PARALLAM PLUS PSL (WOLMANIZED) OR APPROVED EQUAL (TOP PLATES NOT SHOWN FOR CLARITY).
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3-1/2" X 11-7/8" TRUS JOIST PARALLAM PLUS PSL (WOLMANIZED) OR APPROVED EQUAL.
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3-1/2" X 11-7/8" TRUS JOIST PARALLAM PLUS PSL (WOLMANIZED) OR APPROVED EQUAL.
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SIMPSON STRONG-TIE ECCLLQ464SDS (HDG) POST TO BEAM BRACKET OR APPROVED EQUAL. (LEFT SIDE SHOWN, RIGHT SIDE ECCLRQ464SDS (HDG) SIMILAR)
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ALL ROOFS SHALL BE SHEATHED WITH " THICK 58" THICK PLYWOOD PANELS. ALL HORIZONTAL AND INCLINED DECKING SHALL BE FRAMED AS A WOOD STRUCTURAL PANEL DIAPHRAGMS. FASTENERS SHALL BE GALVANIZED 10D COMMON NAILS SPACED 4" O.C. AT PANEL EDGES AND ENDS, AND 6" O.C. IN THE FIELD OF THE PANEL. BLOCKING SHALL BE PROVIDED AT ALL PANEL EDGES AT A MINIMUM OF 6' FROM END OF WALLS PERPENDICULAR TO TRUSSES. ALL ROOF PANELS SHALL USE PLYWOOD SHEATHING CLIPS TO PROVIDE " SPACE AT PANEL EDGES. SPACE 18" SPACE AT PANEL EDGES. SPACE PLYWOOD BUTT JOINTS " USING 16D BRIGHT COMMON 18" USING 16D BRIGHT COMMON NAIL AS TEMPORARY SPACER.
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FIELD NAILING AT INTERMEDIATE SUPPORTS
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SUPPORTED PANEL EDGE NAILING
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DIRECTION OF FACE GRAIN
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PANEL EDGE NAILING 10D @ 4" O.C.
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34" GAP MAX.
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PRE-ENGINEERED TRUSS (BY OTHERS) (TYP.)
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BLOCKING (TYP.) SECURE TO WALL W/SIMPSON STRONG TIE RBC OR APPROVED EQUAL
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4
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6
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8
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FRONT BEAM
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SIDE BEAM
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P.T. TOP PLATE. SECURE WITH 2 16D SS RINGSHANK NAILS @ 16" O.C. AND 1 MSTA15 (SS) STRAP CENTERED BETWEEN TRUSSES AND BENT OVER TOP PLATE @ 24" O.C.
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H16 WITH ZMAX G185 COATING OR APPROVED EQUAL @ EACH COMMON JACK TRUSS (TYP.).
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3-1/2" X 11-7/8" TRUS JOIST PARALLAM PLUS PSL (WOLMANIZED) OR APPROVED EQUAL.
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TRUSS TO BEAM/ HEADER CONNECTION
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SCALE :N.T.S.
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7
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P.T. TOP PLATE. SECURE WITH 2 16D SS RINGSHANK NAILS @ 16" O.C. AND 1 MSTA15 (SS) STRAP CENTERED BETWEEN TRUSSES AND BENT OVER TOP PLATE @ 24" O.C.
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(1) MSTA15 (SS) @ EACH SIDE OF INTERIOR HCP2 (SS) OR APPROVED EQUAL
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(1) MSTA15 (SS) @ EACH SIDE OF INTERIOR HCP2 (SS) OR APPROVED EQUAL
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RAFTER OR TRUSS
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(3)-8D COMMON TOE-NAIL @ EACH TRUSS OR RAFTER (TYP.)
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NOTE: 1) 1" MIN. SPACING BETWEEN NAILS ON THE SAME FACE. 2) UPLIFT CONNECTORS NOT SHOWN FOR CLARITY.
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5
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SCALE :N.T.S.
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TRUSS TO BEAM NAILING DETAIL
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NOTE: POST TO BEAM BRACKET NOT SHOWN FOR CLARITY.
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NOTE: TOP PLATES NOT SHOWN FOR CLARITY
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P.T. TOP PLATE. SECURE WITH 2 16D SS RINGSHANK NAILS @ 16" O.C. AND 1 MSTA15 (SS) STRAP CENTERED BETWEEN TRUSSES AND BENT OVER TOP PLATE @ 24" O.C.
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PRE-ENGINEERED WOOD ROOF TRUSSES
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DOUBLE TOP PLATE (TYP.) (#2 S.Y.P.)
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SIMPSON STRONG
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TIE MGT
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TIE MAX ROD FROM MGT TO FOOTING
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TRIPLE STUD PACK
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DOUBLE TOP PLATE (TYP.) (#2 S.Y.P.)
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GIRDER TRUSS
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TIE MAX NUT
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TRUSS TO WALL CONNECTION (TYP.)
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SCALE :N.T.S.
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9
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(2) SIMPSON STRONG TIE H10ASS
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SCALE :N.T.S.
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10
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(2) SIMPSON STRONG TIE LGT2
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DOUBLE TOP PLATE WITH HEADER
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GIRDER SUPPORT AND TIE DOWN DETAIL: STANDARD WALL (TYP.)
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SCALE :N.T.S.
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11
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GIRDER TIE DOWN DETAIL: HEADER OR PORCH BEAM (TYP.)
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GIRDER TRUSS
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TYP. TRUSS
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2"X6" STUD
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2"X6" #2 S.Y.P.
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12" TIE MAX OR APPROVED EQUAL.INSTALL ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. INSTALL @ 4'-0" O.C. MAX. AND @ 12" MAX. FROM CORNERS, OR 8" MAX FROM OPENINGS (TYP.)
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JACK/CRIPPLE/LINER (TYP.)
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H16 WITH ZMAX G185 COATING OR APPROVED EQUAL @ EACH TRUSS TO BEAM/ HEADER CONNECTION (TYP.)
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3"X3"X " PLATE WASHER 14" PLATE WASHER W/ TIE MAX HEX NUT
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DOUBLE TOP PLATE
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MSTA18 (BOTH SIDES OF WALL (TYP.)
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(2)-SSP EACH SIDE OF WALL (TYP.)
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FRAMED OPENING DETAIL (TYP.)
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SCALE :N.T.S.
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12
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(2) SIMPSON STRONG TIE H10ASS OR APPROVED EQUAL (TYP.)
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(3) 2"X12" HEADER (TYP.)
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(2) FULL LENGTH/KING STUDS (MIN.) @ EVERY OPENING (TYP.)
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BEAM POCKET DETAIL (TYP.)
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SCALE :N.T.S.
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13
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2"X6" #2 S.Y.P.
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DOUBLE TOP PLATE
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3-1/2" X 11-7/8" TRUS JOIST PARALLAM PLUS PSL (WOLMANIZED) OR APPROVED EQUAL. 5 " BEARING ON BEAM POCKET 12" BEARING ON BEAM POCKET
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(2) 2" X 6" SUPPORTS FLITCHED WITH " PLYWOOD. 12" PLYWOOD. FACE NAIL THROUGH BOTH FACES WITH (2) 12D NAILS @ 12" O.C. (STAGGERED)
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FULL LENGTH 2" X 6" STUDS BOTH SIDES OF SUPPORTS FACE NAIL THROUGH BOTH FACES WITH (2) 12D NAILS @ 12" O.C. (STAGGERED)
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NOTE: TOP PLATES ON BEAM NOT SHOWN FOR CLARITY
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58" X 10" J-TYPE ANCHOR BOLTS @ 18" O.C. WITH 2" X 2" X " WASHER AND NUT 18" WASHER AND NUT (TYP.)
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FASTEN BEAM TO POCKET WITH (8) 12D SS RINGSHANK NAILS EACH SIDE
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(12) 10D NAILS EACH SIDE OF TOP PLATE BREAK (TYP.)
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TOP PLATE NAILING DETAIL (TYP.)
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SCALE :N.T.S.
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14
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MINIMUM 48" LAP SPLICE @ PLATE BREAK (TYP.)
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10D NAILS 12" O.C. (STAGGERED) TYP.
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(4) 10D NAILS @ PLATE ENDS AND LAPS (TYP.)
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NOTES: 1. THE QUANTITY OF FASTENERS LISTED SHALL BE INSTALLED IN TWO ROWS WITH 1 " MINIMUM ON CENTER LONGITUDINAL SPACING 12" MINIMUM ON CENTER LONGITUDINAL SPACING 2. TOP PLATE SPLICES SHALL BE NO CLOSER THAN 4 FEET, AND NOT WITHIN 4 FEET OF ANY CORNER, "T", OR BEAM POCKET.
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Bureau of Design and Construction
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DATE
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REVISION
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SYMBOL
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D
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C
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DATE
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REVISION
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SYMBOL
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Office of Operations
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Department of Environmental Protection
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3800 Commonwealth Blvd., Tallahassee, FL 32399 (850) 425-2300
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B
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A
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STATE PROJECT No.:
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ISSUE DATE:
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COMP. FILE No.:
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REVIEWED BY:
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DRAWN BY:
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DESIGNER :
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Consultant :
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PROFESSIONAL REGISTRATION
AutoCAD SHX Text
PROJECT TITLE
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SHEET NO.
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SHEET TITLE
AutoCAD SHX Text
JOHN F. SLIGER II, P.E.
AutoCAD SHX Text
P.E. No. 55550
AutoCAD SHX Text
KLG
AutoCAD SHX Text
KLG
AutoCAD SHX Text
JFS
AutoCAD SHX Text
S104
AutoCAD SHX Text
9/19/17
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61153C
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CIVIL AND STRUCTURAL ENGINEERING CONSULTANT
CERT. OF AUTHORIZATION # 9292
3370 CAPITAL CIRCLE NE, SUITE J - TALLAHASSEE, FL 32308
PHONE: (850) 894-4521 - FAX: (850) 224-0505
TR
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KEVIN GREEN 11/8/2017 1:51:29 PM Z:\2017_CURRENT_PROJECTS\1710_TOPSAIL HILL RANGER RESIDENCE\DGN\00000001710\STRUCT\WOOD.DWG
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TRUSS LAYOUT
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SCALE :N.T.S.
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Bureau of Design and Construction
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DATE
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REVISION
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SYMBOL
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D
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C
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DATE
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REVISION
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SYMBOL
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Office of Operations
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Department of Environmental Protection
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3800 Commonwealth Blvd., Tallahassee, FL 32399 (850) 425-2300
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B
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A
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STATE PROJECT No.:
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ISSUE DATE:
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COMP. FILE No.:
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REVIEWED BY:
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DRAWN BY:
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DESIGNER :
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Consultant :
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PROFESSIONAL REGISTRATION
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PROJECT TITLE
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SHEET NO.
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SHEET TITLE
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JOHN F. SLIGER II, P.E.
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P.E. No. 55550
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KLG
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CIVIL AND STRUCTURAL ENGINEERING CONSULTANT
CERT. OF AUTHORIZATION # 9292
3370 CAPITAL CIRCLE NE, SUITE J - TALLAHASSEE, FL 32308
PHONE: (850) 894-4521 - FAX: (850) 224-0505
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KEVIN GREEN 11/8/2017 12:18:25 PM Z:\2017_CURRENT_PROJECTS\1710_TOPSAIL HILL RANGER RESIDENCE\DGN\00000001710\STRUCT\MASONRY.DWG
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CONCRETE MASONRY 1. CONSTRUCT MASONRY IN ACCORDANCE WITH ACI 530.1/ASCE 6, "SPECIFICATION FOR THE DESIGN AND CONSTRUCT MASONRY IN ACCORDANCE WITH ACI 530.1/ASCE 6, "SPECIFICATION FOR THE DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY". CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY". 2. THE STRUCTURE IS SUPPORTED BY BEARING WALLS, UNLESS OTHERWISE NOTED. ERECT MASONRY PRIOR TO THE STRUCTURE IS SUPPORTED BY BEARING WALLS, UNLESS OTHERWISE NOTED. ERECT MASONRY PRIOR TO CASTING CONCRETE COLUMNS WITHIN BEARING WALLS OR CASTING BEAMS AND SLABS SUPPORTED BY BEARING CASTING CONCRETE COLUMNS WITHIN BEARING WALLS OR CASTING BEAMS AND SLABS SUPPORTED BY BEARING WALLS. WALLS. 3. USE 50% SOLID, NORMAL 8X8X16, CONCRETE MASONRY UNITS CONFORMING TO ASTM C90. LAY UP UNITS IN USE 50% SOLID, NORMAL 8X8X16, CONCRETE MASONRY UNITS CONFORMING TO ASTM C90. LAY UP UNITS IN RUNNING BOND. SAW-CUT UNITS WHICH ARE NOT IN MULTIPLE OF 8". UNITS SHALL AT BE LEAST 8" LONG. BAND CORNERS BY RUNNING BOND. SAW-CUT UNITS WHICH ARE NOT IN MULTIPLE OF 8". UNITS SHALL AT BE LEAST 8" LONG. BAND CORNERS BY LAPPING ENDS 8" IN SUCCESSIVE VERTICAL COURSES. DESIGN OF WALLS IS BASED ON A F'm OF 1500PSI. OF 1500PSI. 4. USE TYPE S MORTAR IN ACCORDANCE WITH ASTM C270. HEAD AND BED JOINTS SHALL BE 3/8" FOR THE USE TYPE S MORTAR IN ACCORDANCE WITH ASTM C270. HEAD AND BED JOINTS SHALL BE 3/8" FOR THE THICKNESS OF THE FACE SHELL. WEBS ARE TO BE FULLY MORTARED IN ALL COURSES OF PIERS, COLUMNS AND THICKNESS OF THE FACE SHELL. WEBS ARE TO BE FULLY MORTARED IN ALL COURSES OF PIERS, COLUMNS AND PILASTERS, IN THE STARTING COURSE, AND WHERE IN ADJACENT CELL IS TO BE GROUTED. REMOVE MORTAR PILASTERS, IN THE STARTING COURSE, AND WHERE IN ADJACENT CELL IS TO BE GROUTED. REMOVE MORTAR PROTRUSIONS EXTENDING 1/2" OR MORE. PROTRUSIONS EXTENDING 1/2" OR MORE. 5. USE HOT DIPPED GALVANIZED OR STAINLESS STEEL W1.7 (9 GAUGE) HORIZONTAL JOINT REINFORCING CONFORMING TO USE HOT DIPPED GALVANIZED OR STAINLESS STEEL W1.7 (9 GAUGE) HORIZONTAL JOINT REINFORCING CONFORMING TO ASTM-82 IN EVERY OTHER COURSE. OVERLAP DISCONTINUOUS ENDS 6". USE TRUSS TYPE, EXCEPT USE LADDER TYPE IN WALLS WITH TYPE IN WALLS WITH VERTICAL REINFORCING. EXTEND JOINT REINFORCING A MINIMUM OF 4" INTO TIE COLUMNS. 6. USE FINE GROUT CONFORMING TO ASTM C-476, WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500PSI IN 28 DAYS. AGGREGATE TO USE FINE GROUT CONFORMING TO ASTM C-476, WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500PSI IN 28 DAYS. AGGREGATE TO CONFORM TO ASTM C404 FOR FINE GROUT, WITH SLUMP OF 8" TO 10". GROUT ALL MASONRY. ALLOW MORTAR TO CURE PRIOR TO GROUTING. PROVIDE CLEAN OUT OPENING AT THE BASE OF CELLS CONTAINING REINFORCING STEEL. TO CLEAN AND TO TIE THE VERTICAL BAR TO THE DOWEL. IN HIGH-LIFT GROUTING, USE 5' MAXIMUM LIFTS WITH 1/2" HOUR TO 1 HOUR BETWEEN LIFTS. VIBRATE EACH LIFT AND RECONSOLIDATE THE PREVIOUS LIFT. 7. USE ASTM A-615 GRADE 60 REINFORCING STEEL. REINFORCE WALLS WHERE INDICATED ON THE DRAWINGS AND AT ALL USE ASTM A-615 GRADE 60 REINFORCING STEEL. REINFORCE WALLS WHERE INDICATED ON THE DRAWINGS AND AT ALL INTERSECTIONS, EACH SIDE OF OPENINGS AND AT THE END OF WALLS. 8. BEAMS NOT SCHEDULED ARE MINIMUM 8"X16" DEEP TIE BEAM WITH 2 #5 BARS TOP AND BOTTOM, #3 TIES SPACE AT 12" O.C. BEAMS NOT SCHEDULED ARE MINIMUM 8"X16" DEEP TIE BEAM WITH 2 #5 BARS TOP AND BOTTOM, #3 TIES SPACE AT 12" O.C. TYPICAL. AT ENDS AND INTERSECTIONS UNLESS OTHERWISE NOTED. COLUMNS NOT SCHEDULED ARE MINIMUM 8"X8"TIE COLUMN WITH ARE MINIMUM 8"X8"TIE COLUMN WITH A #5 VERTICAL BARS AND #2 TIES AT 16"O.C USE 30" LAP SPLICES. HOOK ALL BARS AT DISCONTINUOUS ENDS. ALL BARS AT DISCONTINUOUS ENDS. 9. REINFORCED MASONRY WALLS CONSTRUCTION SHALL BE INSPECTED BY AN ENGINEER OR ARCHITECT, IN REINFORCED MASONRY WALLS CONSTRUCTION SHALL BE INSPECTED BY AN ENGINEER OR ARCHITECT, IN ACCORDANCE WITH ACI 530. 1/ASCE-6. ACCORDANCE WITH ACI 530. 1/ASCE-6. 10. PROVIDE LINTELS OR HEADERS WITH MINIMUM 8" BEARING OVER ALL MASONRY OPENINGS. PROVIDE LINTELS OR HEADERS WITH MINIMUM 8" BEARING OVER ALL MASONRY OPENINGS. 11. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING UNTIL GROUTED LINTELS HAVE PROPERLY SET (14 DAYS MIN.). CONTRACTOR CONTRACTOR SHALL PROVIDE TEMPORARY SHORING UNTIL GROUTED LINTELS HAVE PROPERLY SET (14 DAYS MIN.). CONTRACTOR SHALL NOT LOAD TEMPORARILY SHORED LINTELS UNTIL 21 DAYS (MIN.) AFTER GROUT PLACEMENT. 12. USE PRESSURE-TREATED WOOD FOR WOOD IN CONTACT WITH MASONRY. USE PRESSURE-TREATED WOOD FOR WOOD IN CONTACT WITH MASONRY. 13. STRIKE ALL JOINTS WITH SLIGHTLY CONCAVE TOOL. STRIKE ALL JOINTS WITH SLIGHTLY CONCAVE TOOL. 14. SPLIT FACE CMU LINTEL BLOCKS MAY REQUIRE SPECIAL ORDER. NO ADDITIONAL CONTRACT TIME SHALL BE GRANTED TO OBTAIN THE SPLIT FACE CMU LINTEL BLOCKS MAY REQUIRE SPECIAL ORDER. NO ADDITIONAL CONTRACT TIME SHALL BE GRANTED TO OBTAIN THE NO ADDITIONAL CONTRACT TIME SHALL BE GRANTED TO OBTAIN THE GRANTED TO OBTAIN THE REQUIRED MATERIALS.
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GENERAL NOTES 1. CONSTRUCTION IS TO COMPLY WITH THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ALL OTHER APPLICABLE FEDERAL, STATE, LOCAL CODES, STANDARDS, REGULATIONS AND LAW. THE GOVERNING CODE FOR THIS PROJECT IS THE FLORIDA BUILDING CODE 2017 INCLUDING ALL CURRENT AMENDMENTS. 2. THE STRUCTURE IS DESIGNED TO BE STRUCTURALLY SOUND WHEN COMPLETED. PRIOR TO COMPLETION, THE CONTRACTOR IS RESPONSIBLE FOR STABILITY AND TEMPORARY BRACING OR SUPPORT. 3. DESIGN SUPERIMPOSED LOADS ROOF LIVE LOAD -------- 20 PSF ROOF LIVE LOAD -------- 20 PSF 20 PSF 4. DESIGN WIND LOADS GOVERNING CODE -------------------- ASCE 7-10 GOVERNING CODE -------------------- ASCE 7-10 ASCE 7-10 ULTIMATE DESIGN WIND SPEED ------------ V = 140 MPH ULTIMATE DESIGN WIND SPEED ------------ V = 140 MPH V = 140 MPH ULT = 140 MPH NOMINAL DESIGN WIND SPEED ------------- V = 108.4 MPH V = 108.4 MPH ASD = 108.4 MPH RISK CATEGORY --------------------- II II EXPOSURE - MWFRS ------------------ C C COMPONENTS AND CLADDING ------------- C C INTERNAL PRESSURE COEFFICIENT----------- GCP+/-0.55 (PARTIALLY ENCLOSED BUILDING) INTERNAL PRESSURE COEFFICIENT----------- GCP+/-0.55 (PARTIALLY ENCLOSED BUILDING) GCP+/-0.55 (PARTIALLY ENCLOSED BUILDING) MEAN ROOF HEIGHT ------------------- 10.7 FEET MEAN ROOF HEIGHT ------------------- 10.7 FEET 10.7 FEET WIND DIRECTIONAL FACTOR--------------- Kd= 0.85 WIND DIRECTIONAL FACTOR--------------- Kd= 0.85 Kd= 0.85 TOPOGRAPHY FACTOR------------------ 1.0 TOPOGRAPHY FACTOR------------------ 1.0 1.0 5. VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO START OF CONSTRUCTION. NOTIFY THE ENGINEER OF ANY VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO START OF CONSTRUCTION. NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR INCONSISTENCIES. NO CHANGES OF INFORMATION SHOWN ON THE DRAWINGS SHALL BE MADE WITHOUT THE SPECIFIC WRITTEN APPROVAL OF THE ENGINEER. DESIGN INFORMATION SHOWN ON THE DRAWINGS PROVIDE OVERALL SPECIFIC WRITTEN APPROVAL OF THE ENGINEER. DESIGN INFORMATION SHOWN ON THE DRAWINGS PROVIDE OVERALL DIMENSIONAL PARAMETERS AND DESCRIBE ELEMENTS TO BE CONSTRUCTED. THE CONTRACTOR SHALL ADJUST DIMENSIONS AND DIMENSIONAL PARAMETERS AND DESCRIBE ELEMENTS TO BE CONSTRUCTED. THE CONTRACTOR SHALL ADJUST DIMENSIONS AND DETAILS AS REQUIRED TO FIT EXISTING CONDITIONS. THE ENGINEER SHALL BE NOTIFIED OF ANY PROPOSED MODIFICATIONS. DETAILS AS REQUIRED TO FIT EXISTING CONDITIONS. THE ENGINEER SHALL BE NOTIFIED OF ANY PROPOSED MODIFICATIONS. 6. DETAILS LABELED "TYP." APPLY TO ALL SITUATIONS THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY REFERENCED, DETAILS LABELED "TYP." APPLY TO ALL SITUATIONS THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY REFERENCED, WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION. QUESTION REGARDING THE APPLICABILITY OF TYPICAL DETAILS SHALL WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION. QUESTION REGARDING THE APPLICABILITY OF TYPICAL DETAILS SHALL BE RESOLVED BY THE ENGINEER. BE RESOLVED BY THE ENGINEER. 7. OPENINGS SHOWN ON STRUCTURAL DRAWINGS ARE ONLY PICTORIAL. SEE THE ARCHITECTURAL AND M.E.P. DRAWINGS FOR THE SIZE OPENINGS SHOWN ON STRUCTURAL DRAWINGS ARE ONLY PICTORIAL. SEE THE ARCHITECTURAL AND M.E.P. DRAWINGS FOR THE SIZE AND LOCATIONS OF OPENINGS IN THE STRUCTURE. AND LOCATIONS OF OPENINGS IN THE STRUCTURE. 8. CONTRACTORS WHO DISCOVER DISCREPANCIES, OMISSIONS OR VARIATIONS IN THE CONTRACT DOCUMENTS SHALL IMMEDIATELY NOTIFY THE ENGINEER. THE CONTRACTORS WHO DISCOVER DISCREPANCIES, OMISSIONS OR VARIATIONS IN THE CONTRACT DOCUMENTS SHALL IMMEDIATELY NOTIFY THE ENGINEER. THE ENGINEER WILL RESOLVE THE CONDITION AND ISSUE A WRITTEN CLARIFICATION. 9. THE GENERAL CONTRACTOR SHALL COORDINATE ALL CONTRACT DOCUMENTS WITH FIELD CONDITIONS, DIMENSIONS AND PROJECT THE GENERAL CONTRACTOR SHALL COORDINATE ALL CONTRACT DOCUMENTS WITH FIELD CONDITIONS, DIMENSIONS AND PROJECT SHOP DRAWINGS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS MARKED WITH (+/-). USE ONLY PRINTED DIMENSIONS. ELECTRONIC DRAWINGS SHOP DRAWINGS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS MARKED WITH (+/-). USE ONLY PRINTED DIMENSIONS. ELECTRONIC DRAWINGS SHOULD NOT BE ASSUMED TO BE DRAWN TO SCALE. REPORT ANY DISCREPANCIES IN WRITING TO THE ENGINEER PRIOR TO PROCEEDING WITH WORK. DO NOT CHANGE SIZE OR LOCATION OF STRUCTURAL MEMBERS WITHOUT WRITTEN INSTRUCTION FROM THE STRUCTURAL ENGINEER OF RECORD. 10. THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTY, HIS OWN WORK, AND THE PUBLIC FROM HARM. THE CONTRACTOR IS THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTY, HIS OWN WORK, AND THE PUBLIC FROM HARM. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, AND JOB SITE SAFETY INCLUDING ALL OSHA REQUIREMENTS. SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, AND JOB SITE SAFETY INCLUDING ALL OSHA REQUIREMENTS. 11. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL, 3 SETS OF PLANS, CALCULATIONS, AND SPECIFICATIONS SIGNED AND SEALED BY THE CONTRACTOR SHALL SUBMIT FOR APPROVAL, 3 SETS OF PLANS, CALCULATIONS, AND SPECIFICATIONS SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA, FOR ANY PROPOSED CHANGES TO THE CONTRACT DOCUMENTS. A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA, FOR ANY PROPOSED CHANGES TO THE CONTRACT DOCUMENTS. DIMENSIONAL LUMBER 1. ALL LUMBER SHALL BE S4S AND GRADE STAMPED BY AN AGENCY CERTIFIED BY THE AMERICAN LUMBER STANDARDS COMMITTEE'S ALL LUMBER SHALL BE S4S AND GRADE STAMPED BY AN AGENCY CERTIFIED BY THE AMERICAN LUMBER STANDARDS COMMITTEE'S BOARD OF REVIEW AND MANUFACTURED IN ACCORDANCE WITH PS-20, LATEST REVISION. BOARD OF REVIEW AND MANUFACTURED IN ACCORDANCE WITH PS-20, LATEST REVISION. 2. FRAMING MATERIAL SHALL BE SOUTHERN YELLOW PINE, No.2 OR BETTER, WITH A MAXIMUM MOISTURE CONTENT OF 19%. FRAMING MATERIAL SHALL BE SOUTHERN YELLOW PINE, No.2 OR BETTER, WITH A MAXIMUM MOISTURE CONTENT OF 19%. 3. MATERIAL SHALL BE SOUTHERN PINE, COMPLYING WITH THE STRESS VALUE TABLES LOCATED IN THIS SHEET. MATERIAL SHALL BE SOUTHERN PINE, COMPLYING WITH THE STRESS VALUE TABLES LOCATED IN THIS SHEET. 4. WANES ARE NOT ACCEPTABLE IN EXPOSED MATERIAL. WANES ARE NOT ACCEPTABLE IN EXPOSED MATERIAL. 5. P.T. DENOTES PRESSURE TREATED. P.T. DENOTES PRESSURE TREATED. 6. ALL P.T. LUMBER SHALL BE PRESSURE TREATED IN ACCORDANCE WITH THE AMERICAN WOOD PRESERVES ASSOCIATION ALL P.T. LUMBER SHALL BE PRESSURE TREATED IN ACCORDANCE WITH THE AMERICAN WOOD PRESERVES ASSOCIATION STANDARD T1. 7. FIELD CUTS, HOLES, AND DAMAGE SHALL BE TREATED WITH A BRUSH APPLIED COPPER NAPTHANATE OR FIELD CUTS, HOLES, AND DAMAGE SHALL BE TREATED WITH A BRUSH APPLIED COPPER NAPTHANATE OR APPROVED PRESERVATION SYSTEM AND APPLIED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 8. CONTRACTOR SHALL SUBMIT PRODUCT TREATMENT DATA SHEETS FOR APPROVAL BY WALTON COUNTY PRIOR CONTRACTOR SHALL SUBMIT PRODUCT TREATMENT DATA SHEETS FOR APPROVAL BY WALTON COUNTY PRIOR TO CONSTRUCTION. 9. TOP PLATES FOR PARALLAM BEAMS SHALL BE FASTENED WITH 2 16D STAINLESS STEEL RINGSHANK NAILS @ 16" O.C. TOP PLATES FOR PARALLAM BEAMS SHALL BE FASTENED WITH 2 16D STAINLESS STEEL RINGSHANK NAILS @ 16" O.C. ROOF AND PORCH CEILING SHEATHING 1. ROOF AND PORCH CEILING SHEATHING SHALL BE 5/8" (NOMINAL) PLYWOOD. OSB IS NOT ALLOWED. ROOF AND PORCH CEILING SHEATHING SHALL BE 5/8" (NOMINAL) PLYWOOD. OSB IS NOT ALLOWED. 2. ALL SHEATHING SHALL BE FASTENED WITH 10d STAINLESS STEEL RINGSHANK NAILS: 4 INCHES O.C AT ALL PERIMETER EDGES, 6 INCHES O.C. IN THE ALL SHEATHING SHALL BE FASTENED WITH 10d STAINLESS STEEL RINGSHANK NAILS: 4 INCHES O.C AT ALL PERIMETER EDGES, 6 INCHES O.C. IN THE FIELD UNLESS SHOWN OTHERWISE. 3. PORCH CEILING SHALL HAVE 2"X4" (MIN.) PURLIN BLOCKING AT ALL PLYWOOD EDGES AND AT 2'-0" O.C MAX SPACING. PURLINS ARE TO BE INSTALLED PORCH CEILING SHALL HAVE 2"X4" (MIN.) PURLIN BLOCKING AT ALL PLYWOOD EDGES AND AT 2'-0" O.C MAX SPACING. PURLINS ARE TO BE INSTALLED WITH THE LONG DIMENSION ORIENTED VERTICALLY TO ALLOW COMPLETE NAILING. PURLINS INSTALLED IN THE "FLAT" ORIENTATION WILL NOT BE ACCEPTED.TRUSS SYSTEM 1. THE TRUSS SYSTEM SHALL BE DESIGNED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2017. WITH THE TRUSS SYSTEM SHALL BE DESIGNED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2017. WITH SUPPLEMENTS. SUPPLEMENTS. 2. THE TRUSS SYSTEM SHALL BE DESIGNED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. SHOP DRAWINGS SHALL BE SUBMITTED THE TRUSS SYSTEM SHALL BE DESIGNED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. SHOP DRAWINGS SHALL BE SUBMITTED BEARING THE SEAL AND SIGNATURE OF THE ENGINEER. BEARING THE SEAL AND SIGNATURE OF THE ENGINEER. 3. TOP AND BOTTOM CHORDS ARE TO BE A MINIMUM OF 2"X6" (NOMINAL). TOP AND BOTTOM CHORDS ARE TO BE A MINIMUM OF 2"X6" (NOMINAL). 4. ALL PLATES ARE TO BE HOT-DIP GALVANIZED (G185) (PER ASTM A653). ALL PLATES ARE TO BE HOT-DIP GALVANIZED (G185) (PER ASTM A653). 5. THE MANUFACTURER SHALL FURNISH ALL PARTS (JACK TRUSSES, HIP TRUSSES, VALLEY TRUSSES, HANGERS, ETC.), NECESSARY TO PROVIDE A COMPLETE THE MANUFACTURER SHALL FURNISH ALL PARTS (JACK TRUSSES, HIP TRUSSES, VALLEY TRUSSES, HANGERS, ETC.), NECESSARY TO PROVIDE A COMPLETE TRUSS SYSTEM. 6. TRUSSES ARE TO BE BRACED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. TRUSSES ARE TO BE BRACED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. CONNECTORS 1. ALL CONNECTORS SHALL BE MANUFACTURED BY SIMPSON STRONG TIE OR APPROVED EQUAL UNLESS OTHERWISE NOTED. ALL CONNECTORS SHALL BE MANUFACTURED BY SIMPSON STRONG TIE OR APPROVED EQUAL UNLESS OTHERWISE NOTED. 2. ALL CONNECTORS AND FASTENERS THAT ARE NOT STAINLESS STEEL SHALL BE HOT DIPPED GALVANIZED FOR CORROSION PROTECTION: ALL CONNECTORS AND FASTENERS THAT ARE NOT STAINLESS STEEL SHALL BE HOT DIPPED GALVANIZED FOR CORROSION PROTECTION: ZMAX (G185)- MIN. 1.85 OZ. OF ZINC PER SQUARE FOOT OF SURFACE AREA PER ASTM A653. HDG (14 GA. AND THICKER)- MIN. AVG. COATING WEIGHT OF 2.0 OZ. PER SQUARE FOOT OF SURFACE AREA PER ASTM A123. CONNECTORS MAY REQUIRE SPECIAL FABRICATION FROM THE MANUFACTURER. NO ADDITIONAL CONTRACT TIME SHALL BE GRANTED TO OBTAIN THE CONNECTORS MAY REQUIRE SPECIAL FABRICATION FROM THE MANUFACTURER. NO ADDITIONAL CONTRACT TIME SHALL BE GRANTED TO OBTAIN THE TO OBTAIN THE REQUIRED CONNECTORS. CONTRACTOR SHALL HAVE ALL CONNECTORS INSPECTED BY THE ENGINEER PRIOR TO CONCRETE EMBEDMENT OR COVERING CONNECTORS WITH SUBSEQUENT WORK. 3. CONTRACTOR SHALL USE FASTENERS THAT ARE COMPATIBLE WITH THE CORROSION PROTECTION OF THE CONNECTOR, AND SHALL USE ALL FASTENERS CONTRACTOR SHALL USE FASTENERS THAT ARE COMPATIBLE WITH THE CORROSION PROTECTION OF THE CONNECTOR, AND SHALL USE ALL FASTENERS REQUIRED TO OBTAIN MAXIMUM PUBLISHED CONNECTOR LOADS UNLESS OTHERWISE NOTED. 4. CONTRACTOR SHALL INSTALL ALL CONNECTORS IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. CONTRACTOR SHALL INSTALL ALL CONNECTORS IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.
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SITE PREPARATION 1. CLEAR AND GRUB ALL SURFACE VEGETATION, DEBRIS, AND OTHER DELETERIOUS MATERIAL ENCOUNTERED AROUND ENTIRE BUILDING CLEAR AND GRUB ALL SURFACE VEGETATION, DEBRIS, AND OTHER DELETERIOUS MATERIAL ENCOUNTERED AROUND ENTIRE BUILDING FOOTPRINT AREA PLUS 5 FEET. ANY REMNANTS OF EXISTING FOUNDATIONS OR UNDERGROUND UTILITY LINES SHOULD BE FOOTPRINT AREA PLUS 5 FEET. ANY REMNANTS OF EXISTING FOUNDATIONS OR UNDERGROUND UTILITY LINES SHOULD BE ANY REMNANTS OF EXISTING FOUNDATIONS OR UNDERGROUND UTILITY LINES SHOULD BE REMOVED COMPLETELY FROM WITHIN THE PROPOSED BUILDING AREA. DURING THE CLEARING AND GRUBBING OPERATION, ROOTS WITH A DIAMETER REMOVED COMPLETELY FROM WITHIN THE PROPOSED BUILDING AREA. DURING THE CLEARING AND GRUBBING OPERATION, ROOTS WITH A DIAMETER DURING THE CLEARING AND GRUBBING OPERATION, ROOTS WITH A DIAMETER GREATER THAN 1 INCH OR SMALL ROOTS IN HIGH DENSITY SHALL BE COMPLETELY REMOVED. 2. GRADE SITE AND PROOF ROLL USING APPROPRIATE COMPACTING EQUIPMENT FOR SITE AND SOIL CONDITIONS. SUFFICIENT GRADE SITE AND PROOF ROLL USING APPROPRIATE COMPACTING EQUIPMENT FOR SITE AND SOIL CONDITIONS. SUFFICIENT PASSES SHALL BE MADE TO DEVELOP A MINIMUM DRY DENSITY OF 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY PASSES SHALL BE MADE TO DEVELOP A MINIMUM DRY DENSITY OF 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557) TO A DEPTH OF 2'-0" BELOW THE COMPACTED SURFACE. (ASTM D-1557) TO A DEPTH OF 2'-0" BELOW THE COMPACTED SURFACE. 3. ALL FILL SHALL BE A CLEAN WHITE SAND THAT MEETS THE REQUIREMENTS OF THE WHITE SAND PROTECTION RESTRICTIONS DETAILED IN THE WALTON ALL FILL SHALL BE A CLEAN WHITE SAND THAT MEETS THE REQUIREMENTS OF THE WHITE SAND PROTECTION RESTRICTIONS DETAILED IN THE WALTON COUNTY DEVELOPMENT CODE, SECTION 4.07. ALL FILL SHALL BE COMPACTED IN LAYERS NOT EXCEEDING 8" THICK, LOOSE MEASURE, TO A MINIMUM OF 95% OF MAXIMUM DENSITY, AS DETERMINED BY MODIFIED PROCTOR ASTM D-1557. 4. DO NOT PERMIT WATER TO STAND OR POND ON OR NEAR FOUNDATION AREA DURING OR AFTER CONSTRUCTION. SITE GRADING DO NOT PERMIT WATER TO STAND OR POND ON OR NEAR FOUNDATION AREA DURING OR AFTER CONSTRUCTION. SITE GRADING SHALL BE SUCH TO PROVIDE POSITIVE DRAINAGE OF SURFACE WATER RUNOFF AROUND AND AWAY FROM FOUNDATION AREA. SHALL BE SUCH TO PROVIDE POSITIVE DRAINAGE OF SURFACE WATER RUNOFF AROUND AND AWAY FROM FOUNDATION AREA. EXCAVATION, BACK FILL AND DEWATERING 1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LOGGING, SHORING, AND PROTECTION OF THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LOGGING, SHORING, AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, AND UTILITIES IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT AND OSHA ADJACENT PROPERTY, STRUCTURES, AND UTILITIES IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT AND OSHA REGULATIONS. DO NOT EXCAVATE WITHIN ONE FOOT OF THE ANGLE OR THE REPOSE OF ANY SOIL BEARING FOUNDATION UNLESS THE FOUNDATION IS PROPERLY PROTECTED AGAINST SETTLEMENT. 2. THE CONTRACTOR IS RESPONSIBLE FOR THE DISPOSAL OF ALL ACCUMULATED WATER IN A MANNER THAT DOES NOT INCONVENIENCE OR DAMAGE THE THE CONTRACTOR IS RESPONSIBLE FOR THE DISPOSAL OF ALL ACCUMULATED WATER IN A MANNER THAT DOES NOT INCONVENIENCE OR DAMAGE THE WORK. SLAB ON GRADE E 1. ABOVE SUBGRADE, USE FILL CONTAINING NOT MORE THAN 10% PASSING #200 SIEVE AND MAXIMUM 1" DIAMETER. COMPACT TO 95% OF MAXIMUM DRY ABOVE SUBGRADE, USE FILL CONTAINING NOT MORE THAN 10% PASSING #200 SIEVE AND MAXIMUM 1" DIAMETER. COMPACT TO 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY MODIFIED PROCTOR ASTM D-1557. 2. FILL PLACEMENT AND COMPACTION SHALL BE MONITORED AND ACCEPTED BY THE TESTING AGENCY. TAKE A MINIMUM OF ONE FIELD DENSITY TEST (ASTM FILL PLACEMENT AND COMPACTION SHALL BE MONITORED AND ACCEPTED BY THE TESTING AGENCY. TAKE A MINIMUM OF ONE FIELD DENSITY TEST (ASTM D-1556 OR D-2922) FOR EACH 1000 SQF OF EACH LAYER. THE TESTING AGENCY SHALL NOT RANDOMLY SELECT TEST LOCATIONS. RANDOMLY SELECT TEST LOCATIONS. 3. FOR INTERIOR SLABS PLACE 6 MIL POLYETHYLENE SHEETING BETWEEN SOIL AND BOTTOM OF SLAB. DO NOT USE ANY SHEETING FOR INTERIOR SLABS PLACE 6 MIL POLYETHYLENE SHEETING BETWEEN SOIL AND BOTTOM OF SLAB. DO NOT USE ANY SHEETING BELOW EXTERIOR CONCRETE SLABS. BELOW EXTERIOR CONCRETE SLABS. 4. 4" THICK SLABS ON GRADE SHALL BE REINFORCED WITH 6X6 -W1.4XW1.4 WELDED WIRE REINFORCEMENT. USE CHAIRS TO SUPPORT 4" THICK SLABS ON GRADE SHALL BE REINFORCED WITH 6X6 -W1.4XW1.4 WELDED WIRE REINFORCEMENT. USE CHAIRS TO SUPPORT WIRE FABRIC IN THE CENTER OF THE SLAB. WIRE FABRIC IN THE CENTER OF THE SLAB. 5. MAXIMUM SCORE AND TOOL BETWEEN ISOLATION JOINTS IN EQUAL BAYS OF 10 FT OR LESS. MAXIMUM SCORE AND TOOL BETWEEN ISOLATION JOINTS IN EQUAL BAYS OF 10 FT OR LESS. 6. SOIL UNDER ALL SLABS ON GRADE SHALL BE TERMITE TREATED. SOIL UNDER ALL SLABS ON GRADE SHALL BE TERMITE TREATED. REINFORCED CONCRETE 1. CONSTRUCT REINFORCED CONCRETE IN ACCORDANCE WITH ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. CONSTRUCT REINFORCED CONCRETE IN ACCORDANCE WITH ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. 2. PROVIDE STRUCTURAL CONCRETE WITH MINIMUM ULTIMATE COMPRESSIVE DESIGN STRENGTH IN 28 DAYS OF 4000 PSI, A MAXIMUM PROVIDE STRUCTURAL CONCRETE WITH MINIMUM ULTIMATE COMPRESSIVE DESIGN STRENGTH IN 28 DAYS OF 4000 PSI, A MAXIMUM WATER/CEMENT RATIO OF 0.48 AND MAXIMUM SIZE OF COARSE AGGREGATE OF 0.50 INCHES. WATER/CEMENT RATIO OF 0.48 AND MAXIMUM SIZE OF COARSE AGGREGATE OF 0.50 INCHES. 3. USE NORMAL WEIGHT CONCRETE FOR ALL STRUCTURAL MEMBERS, UNLESS OTHERWISE NOTED. USE NORMAL WEIGHT CONCRETE FOR ALL STRUCTURAL MEMBERS, UNLESS OTHERWISE NOTED. 4. PROVIDE ASTM A-615 GRADE 60 REINFORCING STEEL. REINFORCING STEEL SHALL BE ACCURATELY PLACED, RIGIDLY SUPPORTED AND FIRMLY TIED IN PROVIDE ASTM A-615 GRADE 60 REINFORCING STEEL. REINFORCING STEEL SHALL BE ACCURATELY PLACED, RIGIDLY SUPPORTED AND FIRMLY TIED IN PLACE WITH APPROPRIATE BAR SUPPORTS AND SPACERS. LAP CONTINUOUS REINFORCING 48 BAR DIAMETERS. LAP BOTTOM STEEL OVER SUPPORTS AND TOP STEEL AT MIDSPAN UNLESS OTHERWISE NOTED. HOOK DISCONTINUOUS ENDS OF ALL TOP BARS AND ALL BARS IN WALLS UNLESS OTHERWISE NOTED. PROVIDE COVER OVER REINFORCING AS FOLLOW: ELEMENT BOTTOM TOP SIDES SLABS ON GRADE 3" 3" 3" CAST IN PLACE BOND BEAMS 1 " 1 " 1 " 12" 1 " 1 " 12" 1 " 12" 5. WHERE SPECIFIED, PROVIDE PLAIN, COLD-DRAWN ELECTRICALLY - WELDED WIRE REINFORCEMENT CONFIRMING TO ASTM A-185. WHERE SPECIFIED, PROVIDE PLAIN, COLD-DRAWN ELECTRICALLY - WELDED WIRE REINFORCEMENT CONFIRMING TO ASTM A-185. SUPPLY IN FLAT SHEETS ONLY. LAP SPLICES 1 FT. MINIMUM. SUPPLY IN FLAT SHEETS ONLY. LAP SPLICES 1 FT. MINIMUM. 6. PROVIDE CONSTRUCTION JOINTS IN ACCORDANCE WITH ACI 318, SECTION 26.5.6. PROVIDE KEY WAYS AND ADEQUATE DOWELS. SUBMIT PROVIDE CONSTRUCTION JOINTS IN ACCORDANCE WITH ACI 318, SECTION 26.5.6. PROVIDE KEY WAYS AND ADEQUATE DOWELS. SUBMIT DRAWINGS SHOWING LOCATION OF CONSTRUCTION JOINTS AND DIRECTION OF POUR FOR REVIEW. DRAWINGS SHOWING LOCATION OF CONSTRUCTION JOINTS AND DIRECTION OF POUR FOR REVIEW. 7. PLACING OF CONCRETE - VIBRATE CONCRETE TO PREVENT HONEYCOMBS AND VOIDS. DO NOT USE ADMIXTURES CONTAINING PLACING OF CONCRETE - VIBRATE CONCRETE TO PREVENT HONEYCOMBS AND VOIDS. DO NOT USE ADMIXTURES CONTAINING CHLORIDE SALTS IN THE CONCRETE. CHLORIDE SALTS IN THE CONCRETE. 8. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING UNTIL ELEVATED CAST IN PLACE CONCRETE HAS PROPERLY SET (14 DAYS MIN.). CONTRACTOR SHALL CONTRACTOR SHALL PROVIDE TEMPORARY SHORING UNTIL ELEVATED CAST IN PLACE CONCRETE HAS PROPERLY SET (14 DAYS MIN.). CONTRACTOR SHALL NOT LOAD TEMPORARILY SHORED CAST IN PLACE CONCRETE UNTIL 21 DAYS (MIN.) AFTER PLACEMENT. SHALLOW FOUNDATION 1. ALLOWABLE BEARING CAPACITY TO BE 2000 LB/FT^2 ON UNDISTURBED SOIL OR COMPACTED FILL AS DETERMINED BY ALLOWABLE BEARING CAPACITY TO BE 2000 LB/FT^2 ON UNDISTURBED SOIL OR COMPACTED FILL AS DETERMINED BY THE REPORT OF GEOTECHNICAL INVESTIGATION PROVIDED BY ENVIRONMENTAL AND GEOTECHNICAL SPECIALISTS, INC. (EGS) DATED JULY, 2017. THE REPORT OF GEOTECHNICAL INVESTIGATION PROVIDED BY ENVIRONMENTAL AND GEOTECHNICAL SPECIALISTS, INC. (EGS) DATED JULY, 2017. 2. CENTER ALL FOOTINGS UNDER THEIR RESPECTIVE COLUMNS OR WALLS, UNLESS OTHERWISE NOTED. CENTER ALL FOOTINGS UNDER THEIR RESPECTIVE COLUMNS OR WALLS, UNLESS OTHERWISE NOTED. 3. ALL SOIL BELOW FOOTINGS SHALL BE COMPACTED TO A DEPTH OF 24" AT OPTIMUM MOISTURE CONTENT TO 95% MODIFIED ALL SOIL BELOW FOOTINGS SHALL BE COMPACTED TO A DEPTH OF 24" AT OPTIMUM MOISTURE CONTENT TO 95% MODIFIED PROCTOR, PER ASTM D-1557. (8" MAX LIFTS). AT LEAST 1 IN-PLACE DENSITY TEST SHALL BE PERFORMED FOR EVERY 50-FEET LINEAR OF WALL PROCTOR, PER ASTM D-1557. (8" MAX LIFTS). AT LEAST 1 IN-PLACE DENSITY TEST SHALL BE PERFORMED FOR EVERY 50-FEET LINEAR OF WALL AT LEAST 1 IN-PLACE DENSITY TEST SHALL BE PERFORMED FOR EVERY 50-FEET LINEAR OF WALL FOOTING PRIOR TO PLACING ANY STEEL IN THE EXCAVATIONS. ALL FOUNDATION BEARING SURFACES SHOULD HAVE A MINIMUM WIDTH OF AT LEAST 18 INCHES AND BE FOUNDED AT LEAST 12 INCHES BELOW THE SURROUNDING GRADE. AFTER THE FOUNDATION HAS ADEQUATELY CURED AND FORMS ARE AFTER THE FOUNDATION HAS ADEQUATELY CURED AND FORMS ARE AFTER THE FOUNDATION HAS ADEQUATELY CURED AND FORMS ARE REMOVED, BACKFILL SHOULD BE PLACED AROUND THE FOUNDATIONS IN LOOSE LIFTS NOT EXCEEDING SIX (6) INCHES AND MEETING THE TESTING CRITERIA AS DESCRIBED ABOVE.
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RESTROOM COMPONENT & CLADDING
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ZONE
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2 (ROOF 2)
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3 (ROOF 3)
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SCHEDULE OF REQUIRED STRESS VALUES VISUALLY GRADED, NO. 2 MATERIAL (@100% STRESS RATING)
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WOOD FRAMING SIZE
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REQUIRED VALUES, IN PSI
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Fb
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Ft
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Fv
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Fc
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Fc
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E
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SOUTHERN YELLOW PINE (SYP)
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1100
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675
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175
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565
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1450
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1,400,000
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1000
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600
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175
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565
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1400
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1,400,000
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2X4, 3X4, & 4X4
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2X6, 3X6, & 4X6
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1 (ROOF 1)
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38.0/-52.5
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(PSF) 10 S.F.
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ASCE 7-10 COMPONENT AND CLADDING PRESSURE
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4 (WALL 4)
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56.1/-59.7
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5 (WALL 5)
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56.1/-70.6
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38.0/-81.5
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38.0/-81.5
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SCHEDULE OF REQUIRED STRESS VALUES VISUALLY GRADED, NO. 1 MATERIAL (@100% STRESS RATING)
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WOOD FRAMING SIZE
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REQUIRED VALUES, IN PSI
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Fb
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Ft
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Fv
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Fc
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Fc
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E
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SOUTHERN YELLOW PINE (SYP)
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P.T. 8x8 POST
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1350
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900
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165
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375
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826
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1,500,000
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33.0/-50.0
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(PSF) 50 S.F.
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51.6/-55.3
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51.6/-61.7
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33.0/-68.8
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33.0/-68.8
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30.8/-48.9
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(PSF) 100 S.F.
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49.7/-53.3
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49.7/-57.8
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30.8/-63.4
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30.8/-63.4
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925
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550
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175
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565
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1350
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1,400,000
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800
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475
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175
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565
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1300
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1,400,000
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2X8, 3X8, & 4X8
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2X10, 3X10, & 4X10
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750
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450
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175
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565
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1250
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1,400,000
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2X12, 3X12, & 4X12
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5
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5
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5
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5
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4
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4
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3
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3
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3
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3
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2
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2
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2
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2
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2
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2
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2
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2
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2
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2
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1
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1
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1
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1
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SCHEDULE OF REQUIRED STRESS VALUES TRUS JOIST PARALLAM PLUS PSL WOLMANIZED (@100% STRESS RATING)
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WOOD FRAMING SIZE
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REQUIRED VALUES, IN PSI
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Fb
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Ft
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Fv
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Fc
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Fc
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E
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SERVICE LEVEL 2
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3 " X 11 " 12" X 11 " 78"
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1827
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1397
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197
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338
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1508
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1,460,000
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Bureau of Design and Construction
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DATE
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REVISION
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SYMBOL
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D
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C
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DATE
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REVISION
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SYMBOL
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Office of Operations
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Department of Environmental Protection
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3800 Commonwealth Blvd., Tallahassee, FL 32399 (850) 425-2300
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B
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A
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STATE PROJECT No.:
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ISSUE DATE:
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COMP. FILE No.:
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REVIEWED BY:
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DRAWN BY:
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DESIGNER :
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Consultant :
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PROFESSIONAL REGISTRATION
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PROJECT TITLE
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SHEET NO.
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SHEET TITLE
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JOHN F. SLIGER II, P.E.
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P.E. No. 55550
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KLG
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KLG
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JFS
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S2.01
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11/8/2017
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61132C
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CIVIL AND STRUCTURAL ENGINEERING CONSULTANT
CERT. OF AUTHORIZATION # 9292
3370 CAPITAL CIRCLE NE, SUITE J - TALLAHASSEE, FL 32308
PHONE: (850) 894-4521 - FAX: (850) 224-0505
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KEVIN GREEN 11/8/2017 12:18:25 PM Z:\2017_CURRENT_PROJECTS\1710_TOPSAIL HILL RANGER RESIDENCE\DGN\00000001710\STRUCT\MASONRY.DWG
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NON-LOAD BEARING GRADE BEAMS (TYP.) SEE DETAIL THIS SHEET
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ENTRY SLAB
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ENTRY SLAB
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ENTRY SLAB
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FOUNDATION LAYOUT
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SCALE :N.T.S.
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6 MIL. VAPOR BARRIER ON TERMITE TREATED COMPACTED CLEAN SAND FILL. FILL TO BE COMPACTED IN 8" LIFTS TO 95% MODIFIED PROCTOR FOR A DEPTH OF 2'-0".
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4" CONCRETE SLAB. REINFORCED W/ 6X6 W1.4 X W1.4 W.W.R.
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#5 BAR @ 24" O.C. SEE BAR BENDING DETAIL A
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(3) #5 REBAR EVENLY SPACED
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#5 BAR CONTINUOUS
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8X8X16 SPLIT-FACE CMU RUNNING BOND
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HORIZONTAL "LADDER" REINFORCEMENT 16" O.C. VERT. (TYP.)
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CONCRETE GROUT FILLED CELL W/ 1 NO. 5 REBAR VERT. @ 24" O.C., AT CORNERS AND AT EACH SIDE OF OPENINGS
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SCALE :N.T.S.
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FOUNDATION DETAIL
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1
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6 MIL. VAPOR BARRIER ON TERMITE TREATED COMPACTED CLEAN SAND FILL. FILL TO BE COMPACTED IN 8" LIFTS TO 95% MODIFIED PROCTOR FOR A DEPTH OF 2'-0".
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4" CONCRETE SLAB. REINFORCED W/ 6X6 W1.4 X W1.4 W.W.R.
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#5 BAR @ 24" O.C. SEE BAR BENDING DETAIL C
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SIMPSON STRONG TIE CB66 STAINLESS STEEL
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6" X 6" PT POST (TYP.)
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SCALE :N.T.S.
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REAR PORCH FOUNDATION DETAIL
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5
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TERMITE TREATED COMPACTED CLEAN SAND FILL. FILL TO BE COMPACTED IN 8" LIFTS TO 95% MODIFIED PROCTOR FOR A DEPTH OF 2'-0".
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4" CONCRETE SLAB. REINFORCED W/ 6X6 W1.4 X W1.4 W.W.R.
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#5 BAR CONTINUOUS
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12" EXPANSION JOINT WITH PREFORMED JOINT FILLER
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FOUNDATION
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SLOPE PER CIVIL SHEETS
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SCALE :N.T.S.
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ENTRY SLAB DETAIL
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4
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BAR BENDING DETAIL C
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BAR BENDING DETAIL A
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STANDARD HOOK AT CORNER
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BAR BENDING DETAIL B
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BAR BENDING DETAILS
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SCALE :N.T.S.
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6
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6 MIL. VAPOR BARRIER ON TERMITE TREATED COMPACTED CLEAN SAND FILL. FILL TO BE COMPACTED IN 8" LIFTS TO 95% MODIFIED PROCTOR FOR A DEPTH OF 2'-0".
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4" CONCRETE SLAB. REINFORCED W/ 6X6 W1.4 X W1.4 W.W.R.
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(1) #5 BAR CONTINUOUS (TYP.)
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SCALE :N.T.S.
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NON-LOAD BEARING GRADE BEAM DETAIL
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7
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MORTAR
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PIPE
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FOAM, FIBER OR MINERAL WOOL FILL
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MORTAR
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CONCRETE MASONRY WALL
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ELASTOMERIC SEALANT
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ELASTOMERIC SEALANT
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#3 BARS @ 12" O.C.
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KEEP 6" MIN. OF CONC. ALL AROUND
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(4) - #3 BARS TRAVERSE
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PIPE SLEEVE 3" LARGER THAN PIPE DIAMETER
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LOOSE INSULATION
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PROVIDE DEEPENED FOOTING AT PIPE
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PIPE
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FOOTING REINFORCEMENT
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NOTE: CMU STEM WALL NOT SHOWN FOR CLARITY
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12
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1
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12
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1
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PIPE PENETRATION
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SCALE :N.T.S.
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2
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PIPE SLEEVE UNDER FOOTING DETAIL (TYP.)
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SCALE :N.T.S.
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3
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Bureau of Design and Construction
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DATE
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REVISION
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SYMBOL
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D
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C
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DATE
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REVISION
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SYMBOL
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Office of Operations
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Department of Environmental Protection
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3800 Commonwealth Blvd., Tallahassee, FL 32399 (850) 425-2300
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B
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A
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STATE PROJECT No.:
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ISSUE DATE:
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COMP. FILE No.:
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REVIEWED BY:
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DRAWN BY:
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DESIGNER :
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Consultant :
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PROFESSIONAL REGISTRATION
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PROJECT TITLE
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SHEET NO.
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SHEET TITLE
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JOHN F. SLIGER II, P.E.
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P.E. No. 55550
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KLG
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KLG
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JFS
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S2.02
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11/8/2017
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61132C
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CIVIL AND STRUCTURAL ENGINEERING CONSULTANT
CERT. OF AUTHORIZATION # 9292
3370 CAPITAL CIRCLE NE, SUITE J - TALLAHASSEE, FL 32308
PHONE: (850) 894-4521 - FAX: (850) 224-0505
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SEE ARCHITECTURAL SHEETS FOR EXTERIOR DOOR AND WINDOW LOCATIONS AND DIMENSIONS, AND INTERIOR WALL LAYOUT DIMENSIONS
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GROUTED CELL (ALL CELLS)
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GROUTED CELL WITH VERTICAL REINFORCEMENT
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LEGEND:
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ENTRY SLAB
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ENTRY SLAB
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ENTRY SLAB
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WALL LAYOUT
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SCALE :N.T.S.
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SEE ARCH. SHEETS
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4
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12
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SIMPSON CB66 (SS) POST BASE OR APPROVED EQUAL
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6"X6" P.T. COLUMN TREAT ALL FIELD CUT ENDS AND FIELD DRILLED HOLES WITH COPPER NAPTHANATE (OR APPROVED EQUAL) PER MANUFACTURER'S INSTRUCTIONS
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SIMPSON STRONG-TIE H16 WITH ZMAX G185 COATING OR APPROVED EQUAL @ EACH COMMON JACK TRUSS TO PARALLAM CONNECTION
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6X6 W1.4XW1.4 W.W.R.
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WALL SECTION
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1
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SCALE :N.T.S.
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SEE FOUNDATION DETAIL FOR REINFORCEMENT
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6 MIL. VAPOR BARRIER ON TERMITE TREATED COMPACTED CLEAN SAND FILL. FILL TO BE COMPACTED IN 8" LIFTS TO 95% MODIFIED PROCTOR FOR A DEPTH OF 2'-0".
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PRE-ENGINEERED TRUSS
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(1) 3-1/2" X 11-7/8" TRUS-JOIST PARALLAM PLUS PSL (WOLMANIZED) OR APPROVED EQUAL.
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SIMPSON STRONG TIE CCQ46SDS2.5 (SS) OR APPROVED EQUAL.
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5/8" CDX PLYWOOD SHEATHING (TYP.)
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5/8" PLYWOOD SHEATHING (TYP).
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GRADE
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FINISH
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CAST IN PLACE CONCRETE BOND BEAM SEE DETAIL SHEETS FOR REINFORCEMENT REQUIREMENTS
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SLOPE 1%
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4" CONCRETE SLAB
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EMBEDMENT LINE
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2X BLOCKING (TYP.)
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(1) SIMPSON STRONG- TIE HETA20 (SS) CONNECTOR OR APPROVED EQUAL, @ EACH CMU WALL EACH TRUSS.
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PRE-ENGINEERED TRUSS
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1
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2
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1
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2
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1
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2
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6X6 W1.4XW1.4 W.W.R.
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WALL SECTION
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SCALE :N.T.S.
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CONCRETE GROUT FILLED CELL W/ 1 NO. 5 REBAR VERT. @ 24" O.C., AT CORNERS AND AT EACH SIDE OF OPENINGS
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#5 DOWEL W/ 90°STANDARD ACI BEND @ 24" O.C. 32" MIN. LAP SPLICE
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HOT DIPPED GALVANIZED OR STAINLESS STEEL HORIZONTAL "LADDER" REINFORCEMENT 16" O.C. VERT. (TYPICAL)
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5/8" CDX PLYWOOD SHEATHING (TYP.)
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8X8X16 SPLIT-FACE CMU RUNNING BOND
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CAST IN PLACE CONCRETE BOND BEAM SEE DETAIL SHEETS FOR REINFORCEMENT REQUIREMENTS
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4" CONCRETE SLAB
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4
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12
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SIMPSON STRONG-TIE H10ASS @ EACH COMMON TRUSS TO PARALLAM CONNECTION
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PRE-ENGINEERED TRUSS
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(1) 3-1/2" X 11-7/8" TRUS-JOIST PARALLAM PLUS PSL (WOLMANIZED) OR APPROVED EQUAL.
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5/8" PLYWOOD SHEATHING (TYP).
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2X10 P.T. TOP PLATE (RIPPED TO MATCH BLOCK WIDTH) CONTINUOUS PLATE W/ 12" X 10" LONG (HDG) ANCHOR BOLTS(6" MIN. EMBEDMENT) AND 2"X2"X " 14" WASHERS @ 2'-0" O.C.
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2X BLOCKING (TYP.)
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WALL SECTION
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SCALE :N.T.S.
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SEE FOUNDATION DETAIL FOR REINFORCEMENT
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6 MIL. VAPOR BARRIER ON TERMITE TREATED COMPACTED CLEAN SAND FILL. FILL TO BE COMPACTED IN 8" LIFTS TO 95% MODIFIED PROCTOR FOR A DEPTH OF 2'-0".
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GRADE
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FINISH
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SLOPE 1%
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(1) SIMPSON STRONG- TIE HETA20 (SS) CONNECTOR OR APPROVED EQUAL, @ EACH CMU WALL EACH TRUSS.
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EMBEDMENT LINE
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PRE-ENGINEERED TRUSS
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12
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4" CONCRETE SLAB.
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CONCRETE GROUT FILLED CELL W/ 1 NO. 5 REBAR VERT. @ 24" O.C., AT CORNERS AND AT EACH SIDE OF OPENINGS
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PRE-ENGINEERED TRUSS
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6 MIL. VAPOR BARRIER ON TERMITE TREATED COMPACTED CLEAN SAND FILL. FILL TO BE COMPACTED IN 8" LIFTS TO 95% MODIFIED PROCTOR FOR A DEPTH OF 2'-0".
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(1) SIMPSON STRONG- TIE HETA20 (SS) CONNECTOR OR APPROVED EQUAL, @ EACH CMU WALL EACH TRUSS.
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2X10 P.T. TOP PLATE (RIPPED TO MATCH BLOCK WIDTH) CONTINUOUS PLATE W/ 12" X 10" LONG (SS) ANCHOR BOLTS(6" MIN. EMBEDMENT) AND 2"X2"X " 14" WASHERS @ 2'-0" O.C. .
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HOT DIPPED GALVANIZED OR STAINLESS STEEL HORIZONTAL "LADDER" REINFORCEMENT 16" O.C. VERT. (TYPICAL)
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8X8X16 SPLIT-FACE CMU RUNNING BOND
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WALL SECTION
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2
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SCALE :N.T.S.
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2X BLOCKING
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GRADE
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FINISH
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5/8" PLYWOOD SHEATHING (TYP).
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SEE FOUNDATION DETAIL FOR REINFORCEMENT
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CAST IN PLACE CONCRETE BOND BEAM. SEE DETAIL SHEETS FOR REINFORCEMENT REQUIREMENTS
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6X6 W1.4XW1.4 W.W.R.
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EMBEDMENT LINE
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1
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2
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Bureau of Design and Construction
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DATE
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REVISION
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SYMBOL
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D
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DATE
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REVISION
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SYMBOL
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Office of Operations
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Department of Environmental Protection
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3800 Commonwealth Blvd., Tallahassee, FL 32399 (850) 425-2300
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B
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A
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STATE PROJECT No.:
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ISSUE DATE:
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COMP. FILE No.:
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REVIEWED BY:
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DRAWN BY:
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DESIGNER :
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Consultant :
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PROFESSIONAL REGISTRATION
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PROJECT TITLE
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SHEET NO.
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SHEET TITLE
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JOHN F. SLIGER II, P.E.
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P.E. No. 55550
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KLG
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(1) ECCLLQ464SDS @ (HDG) BEAM TO POST CONNECTION
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(1) ECCLRQ464SDS (HDG) @ BEAM TO POST CONNECTION
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(1) CCQ46SDS2.5 (SS) @ POST TO BEAM CONNECTION
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(2) HCP2 (SS) @ HIP TO BEAM CONNECTION
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(2) HCP2 (SS) @ HIP TO BEAM CONNECTION
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(1) MGT @ EACH GIRDER TO MASONRY WALL CONNECTION
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(1) MGT @ EACH GIRDER TO MASONRY WALL CONNECTION
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(1) MGT @ EACH GIRDER TO MASONRY WALL CONNECTION
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(1) MGT @ EACH GIRDER TO MASONRY WALL CONNECTION
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(1) MBHA3.56/11.88 (SS) @ BEAM TO WALL CONNECTION
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(1) MBHA3.56/11.88 (SS) @ BEAM TO WALL CONNECTION
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(2) H8 (SS) @ EACH BEAM TO POST CONNECTION
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(2) H8 (SS) @ EACH BEAM TO POST CONNECTION
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CONNECTOR LAYOUT
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SCALE :N.T.S.
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ROOF SHEATHING DETAILS
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TRUSS / WALL CONNECTOR DETAIL
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TRUSS OR RAFTER BLOCKING DETAIL
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CORNER POST/HEADER CONNECTOR DETAIL
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SIMPSON STRONG TIE CCQ46SDS2.5 (SS) OR APPROVED EQUAL.
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6"X6" P.T. WOOD POST
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COLUMN CAP DETAIL
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(2) SIMPSON STRONG-TIE HCP2 (SS) OR APPROVED EQUAL
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6"X6" PT POST
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PRE-ENGINEERED TRUSS (BY OTHERS)
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SIMPSON STRONG-TIE HCP2
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SCALE :N.T.S.
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3
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SCALE :N.T.S.
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SCALE :N.T.S.
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SCALE :N.T.S.
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2
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SCALE :N.T.S.
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SCALE :N.T.S.
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SHEATHING
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2X BLOCKING @ 48" O.C. MAX. IN FIRST TWO FRAMING SPACES AT EACH END
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RAFTER/TRUSS
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ROOF SHEATHING LAYOUT & ENDWALL ROOF BRACING
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SCALE :N.T.S.
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3-1/2" X 11-7/8" TRUS-JOIST PARALLAM PLUS PSL (WOLMANIZED) OR APPROVED EQUAL (TOP PLATE NOT SHOWN FOR CLARITY).
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6"X6" P.T. POST
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SCALE :N.T.S.
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TIMBER BEAM TO WALL CONNECTION
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3-1/2" X 11-7/8" TRUS-JOIST PARALLAM PLUS PSL (WOLMANIZED) OR APPROVED EQUAL (TOP PLATE NOT SHOWN FOR CLARITY).
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3-1/2" X 11-7/8" TRUS-JOIST PARALLAM PLUS PSL (WOLMANIZED) OR APPROVED EQUAL.
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3-1/2" X 11-7/8" TRUS-JOIST PARALLAM PLUS PSL (WOLMANIZED) OR APPROVED EQUAL.
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SIMPSON STRONG-TIE ECCLLQ464SDS (HDG) POST TO BEAM BRACKET OR APPROVED EQUAL. (LEFT SIDE SHOWN, RIGHT SIDE ECCLRQ464SDS (HDG) SIMILAR)
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SCALE :N.T.S.
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GIRDER TRUSS TO MASONRY WALL
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NOTE: REINFORCEMENT NOT SHOWN FOR CLARITY
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(1) SIMPSON STRONG TIE HETA20 (SS) OR APPROVED EQUAL AT ALL COMMON TRUSS TO CMU WALL CONNECTIONS (TYP.)
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P.T. TOP PLATE
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12" DIA. X 10" LONG HDG ANCHOR BOLTS (6" MIN. EMBEDMENT) W/ 2"X2"X " WASHERS AND NUTS 14" WASHERS AND NUTS (BOTH ENDS) @ 2'-0" O.C. (TYP.)
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8X16 CMU WALL W/ BOND BEAM
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CONNECTION
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GIRDER TRUSS
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SIMPSON STRONG-TIE MGT (HDG) OR APPROVED EQUAL WITH " BOLT WITH NUT 58" BOLT WITH NUTAND WASHER EMBEDDED A MIN. OF 12"
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CONCRETE BOND BEAM ON 8" CMU (REINFORCEMENT NOT SHOWN FOR CLARITY)
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SIMPSON STRONG-TIE MBHA3.56/11.88 (SS) OR APPROVED EQUAL (TYP.)
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3-1/2" X 11-7/8" TRUS-JOIST PARALLAM PLUS PSL (WOLMANIZED) OR APPROVED EQUAL.
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CONCRETE BOND BEAM ON 8" CMU. (TOP PLATE, REINFORCEMENT NOT SHOWN FOR CLARITY)
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ALL ROOFS SHALL BE SHEATHED WITH " THICK PLYWOOD 58" THICK PLYWOOD PANELS. ALL HORIZONTAL AND INCLINED DECKING SHALL BE FRAMED AS A WOOD STRUCTURAL PANEL DIAPHRAGMS. FASTENERS SHALL BE GALVANIZED 10D COMMON NAILS SPACED 4" O.C. AT PANEL EDGES AND ENDS, AND 6" O.C. IN THE FIELD OF THE PANEL. BLOCKING SHALL BE PROVIDED AT ALL PANEL EDGES AT A MINIMUM OF 6' FROM END OF WALLS PERPENDICULAR TO TRUSSES. ALL ROOF PANELS SHALL USE PLYWOOD SHEATHING CLIPS TO PROVIDE " SPACE AT PANEL EDGES. SPACE 18" SPACE AT PANEL EDGES. SPACE PLYWOOD BUTT JOINTS " USING 16D BRIGHT COMMON NAIL AS 18" USING 16D BRIGHT COMMON NAIL AS TEMPORARY SPACER.
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FIELD NAILING AT INTERMEDIATE SUPPORTS
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SUPPORTED PANEL EDGE NAILING
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DIRECTION OF FACE GRAIN
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PANEL EDGE NAILING 10D @ 4" O.C.
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34" GAP MAX.
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NOTE: INSTALL " (SS) THREADED RODS AND 34" (SS) THREADED RODS AND FASTENERS PER MANUFACTURER'S RECOMMENDATIONS
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PRE-ENGINEERED TRUSS (BY OTHERS) (TYP.)
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BLOCKING (TYP.) SECURE TO WALL W/SIMPSON STRONG TIE RBC OR APPROVED EQUAL
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4
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5
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6
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9
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10
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8
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FRONT BEAM
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SIDE BEAM
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P.T. TOP PLATE
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P.T. TOP PLATE. SECURE WITH 2 16D SS RINGSHANK NAILS @ 16" O.C. AND 1 MSTA15 (SS) STRAP CENTERED BETWEEN TRUSSES AND BENT OVER TOP PLATE @ 24" O.C.
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H16 WITH ZMAX G185 COATING OR APPROVED EQUAL @ EACH COMMON JACK TRUSS (TYP.).
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3-1/2" X 11-7/8" TRUS-JOIST PARALLAM PLUS PSL (WOLMANIZED) OR APPROVED EQUAL.
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TRUSS / BEAM CONNECTION
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SCALE :N.T.S.
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P.T. TOP PLATE. SECURE WITH 2 16D SS RINGSHANK NAILS @ 16" O.C. AND 1 MSTA15 (SS) STRAP CENTERED BETWEEN TRUSSES AND BENT OVER TOP PLATE @ 24" O.C.
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(1) MSTA15 (SS) @ EACH SIDE OF INTERIOR HCP2 (SS) OR APPROVED EQUAL
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(1) MSTA15 (SS) @ EACH SIDE OF INTERIOR HCP2 (SS) OR APPROVED EQUAL
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RAFTER OR TRUSS
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(3)-8D COMMON TOE-NAIL @ EACH TRUSS OR RAFTER (TYP.)
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NOTE: 1) 1" MIN. SPACING BETWEEN NAILS ON THE SAME FACE. 2) UPLIFT CONNECTORS NOT SHOWN FOR CLARITY.
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11
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SCALE :N.T.S.
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TRUSS TO BEAM NAILING DETAIL
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DRILL 1 " (MAX.) 14" (MAX.) DIA. HOLE THROUGH PLATE FOR STRAP
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NOTE: POST TO BEAM BRACKET NOT SHOWN FOR CLARITY.
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NOTE: TOP PLATE NOT SHOWN FOR CLARITY
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P.T. TOP PLATE. SECURE WITH 2 16D SS RINGSHANK NAILS @ 16" O.C. AND 1 MSTA15 (SS) STRAP CENTERED BETWEEN TRUSSES AND BENT OVER TOP PLATE @ 24" O.C
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Bureau of Design and Construction
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DATE
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REVISION
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SYMBOL
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D
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C
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DATE
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REVISION
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SYMBOL
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Office of Operations
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Department of Environmental Protection
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3800 Commonwealth Blvd., Tallahassee, FL 32399 (850) 425-2300
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B
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A
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STATE PROJECT No.:
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ISSUE DATE:
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COMP. FILE No.:
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REVIEWED BY:
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DRAWN BY:
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DESIGNER :
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Consultant :
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PROFESSIONAL REGISTRATION
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PROJECT TITLE
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SHEET NO.
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SHEET TITLE
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JOHN F. SLIGER II, P.E.
AutoCAD SHX Text
P.E. No. 55550
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KLG
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KLG
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JFS
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S2.04
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11/8/2017
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CIVIL AND STRUCTURAL ENGINEERING CONSULTANT
CERT. OF AUTHORIZATION # 9292
3370 CAPITAL CIRCLE NE, SUITE J - TALLAHASSEE, FL 32308
PHONE: (850) 894-4521 - FAX: (850) 224-0505
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MBHA3.56/11.88 INSTALLATION DETAIL
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2
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SCALE :N.T.S.
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34" SS THREADED ROD WITH 6 " MIN. 34" MIN. EMBEDMENT USING SIMPSON STRONG TIE SET-EXP OR APPROVED EQUAL PER MANUFACTURER'S RECOMMENDATIONS.
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34" SS THREADED ROD WITH 6 " MIN. EMBEDMENT 34" MIN. EMBEDMENT USING SIMPSON STRONG TIE SET-EXP OR APPROVED EQUAL PER MANUFACTURER'S RECOMMENDATIONS.
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DRILL AND ROUT PT TOP PLATE TO ACCOMODATE ROD, NUT, AND HANGER. SECURE WITH SECOND NUT AND 2" X 2" " X 2" " X " WASHER. 14" WASHER. .
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3 " X 11 " TRUS-JOIST PARALLAM PLUS PSL 12" X 11 " TRUS-JOIST PARALLAM PLUS PSL 78" TRUS-JOIST PARALLAM PLUS PSL (WOLMANIZED) OR APPROVED EQUAL
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CAST IN PLACE CONCRETE BOND BEAM (REINFORCEMENT NOT SHOWN FOR CLARITY)
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BOND BEAM REINFORCEMENT (2) #4 REBAR TOP AND BOTTOM WITH " COLLARS AT 12" O.C.38" COLLARS AT 12" O.C.
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CAST IN PLACE CONCRETE BOND BEAM
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HORIZONTAL JOINT REINFORCING 16" O.C. SEE GENERAL NOTES
AutoCAD SHX Text
VERTICAL REINFORCEMENT WITH 10" 90° ACI HOOK @ 24" O.C. (TYP.)
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TYPICAL EXTERIOR MASONRY WALL REINFORCING DETAIL
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1
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SCALE :N.T.S.
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8X8X16 SPLIT-FACE CMU RUNNING BOND. GROUT ALL CELLS.
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2X10 P.T. TOP PLATE (RIPPED TO MATCH BLOCK WIDTH) CONTINUOUS PLATE W/ 12" X 10" LONG (SS) ANCHOR BOLTS(6" MIN. EMBEDMENT) AND 2"X2"X " 14" WASHERS @ 2'-0" O.C
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(2) #5 BARS IN OPEN BOTTOM LINTEL (TYP.)
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REINFORCEMENT AT OPENING DETAIL
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3
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SCALE :N.T.S.
AutoCAD SHX Text
8X8X16 SPLIT-FACE CMU RUNNING BOND. GROUT ALL CELLS.
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2X10 P.T. TOP PLATE (RIPPED TO MATCH BLOCK WIDTH) CONTINUOUS PLATE W/ 12" X 10" LONG (SS) J BOLTS(6" MIN. EMBEDMENT) AND 2"X2"X " 14" WASHERS @ 2'-0" O.C
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BOND BEAM REINFORCEMENT (2) #4 REBAR TOP AND BOTTOM WITH " COLLARS AT 12" O.C.38" COLLARS AT 12" O.C.
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CAST IN PLACE CONCRETE BOND BEAM
AutoCAD SHX Text
VERTICAL REINFORCEMENT WITH 10" 90° ACI HOOK @ 24" O.C. (TYP.)
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TRUSS LAYOUT
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SCALE :N.T.S.
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Bureau of Design and Construction
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DATE
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REVISION
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SYMBOL
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D
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C
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DATE
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REVISION
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SYMBOL
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Office of Operations
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Department of Environmental Protection
AutoCAD SHX Text
3800 Commonwealth Blvd., Tallahassee, FL 32399 (850) 425-2300
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
STATE PROJECT No.:
AutoCAD SHX Text
ISSUE DATE:
AutoCAD SHX Text
COMP. FILE No.:
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REVIEWED BY:
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DRAWN BY:
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DESIGNER :
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Consultant :
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PROFESSIONAL REGISTRATION
AutoCAD SHX Text
PROJECT TITLE
AutoCAD SHX Text
SHEET NO.
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text
JOHN F. SLIGER II, P.E.
AutoCAD SHX Text
P.E. No. 55550
AutoCAD SHX Text
KLG
AutoCAD SHX Text
KLG
AutoCAD SHX Text
JFS
AutoCAD SHX Text
S2.05
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11/8/2017
AutoCAD SHX Text
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CIVIL AND STRUCTURAL ENGINEERING CONSULTANT
CERT. OF AUTHORIZATION # 9292
3370 CAPITAL CIRCLE NE, SUITE J - TALLAHASSEE, FL 32308
PHONE: (850) 894-4521 - FAX: (850) 224-0505
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#4 CONTINUOUS BARS TOP AND BOTTOM
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#3 STIRRUP BAR BENDING DETAIL (TYP.)
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#3 STIRRUP @ 12" O.C.
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NOTES: 1. CONTRACTOR TO PROVIDE TEMPORARY SHORING UNTIL CONCRETE HAS PROPERLY SET. (14 DAY MIN.) 2. CONTRACTOR TO PLACE 10" X " (6" MIN. EMBEDDMENT) 12" (6" MIN. EMBEDDMENT) (SS) HEAVY HEX ANCHOR BOLTS PRIOR TO BOND BEAM POUR TO REDUCE CONFLICTS WITH BOND BEAM REINFORCING.
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NOTES: 1. SEE THE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS. 2. CONTRACTOR TO PROVIDE TEMPORARY SHORING UNTIL CONCRETE HAS PROPERLY SET. (14 DAY MIN.)
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GROUT SOLID
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(2) #5 BAR CONTINUOUS
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OPEN BOTTOM LINTEL
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HORIZONTAL REINFORCEMENT
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#5 VERTICAL REINFORCEMENT SEE PLAN (TYP.)
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#5 VERTICAL
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#4 CONTINUOUS BARS TOP AND BOTTOM
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#3 STIRRUP @ 12" O.C.
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10"X " SS J BOLT @ 12" SS J BOLT @ DOOR HEADERS (6" MIN. EMBEDMENT) WITH 2"X2"X " 14" WASHERS @ 2'-0" O.C.
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2X10 P.T. TOP PLATE (RIPPED TO MATCH BLOCK WIDTH) CONTINUOUS PLATE W/ 12" X 10" LONG (HDG) ANCHOR BOLTS(6" MIN. EMBEDMENT) AND 2"X2"X " 14" WASHERS @ 2'-0" O.C.
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2X10 P.T. TOP PLATE (RIPPED TO MATCH BLOCK WIDTH)
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HEADER SCHEDULE
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CLR. SPAN
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0" TO 4'-0"
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'D'
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8"
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REINFORCING
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(2) #5 REBAR
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NOTES: 1. SEE THE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS. 2. PROVIDE 8" MINIMUM BEARING EACH END. 3. SCHEDULE APPLIES ONLY TO HEADERS NOT OTHERWISE SHOWN. 4. CONTRACTOR TO PROVIDE TEMPORARY SHORING UNTIL CONCRETE HAS PROPERLY SET. (14 DAY MIN.)
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GROUT SOLID
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(2) #5 BAR CONTINUOUS
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1
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SCALE :N.T.S.
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WALL SECTION BOND BEAM DETAIL (TYP.)
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SCALE :N.T.S.
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BOND BEAM CORNER DETAIL
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2
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SCALE :N.T.S.
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BOND BEAM HEADER DETAIL
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3
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SCALE :N.T.S.
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UNSCHEDULED LINTEL/ HEADER DETAILS
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4
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Bureau of Design and Construction
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DATE
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REVISION
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SYMBOL
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D
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C
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DATE
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REVISION
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SYMBOL
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Office of Operations
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Department of Environmental Protection
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3800 Commonwealth Blvd., Tallahassee, FL 32399 (850) 425-2300
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B
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A
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STATE PROJECT No.:
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ISSUE DATE:
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COMP. FILE No.:
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REVIEWED BY:
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DRAWN BY:
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PROFESSIONAL REGISTRATION
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PROJECT TITLE
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SHEET NO.
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SHEET TITLE
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JOHN F. SLIGER II, P.E.
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P.E. No. 55550
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KLG
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KLG
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JFS
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S2.06
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11/8/2017
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61132C
