HomeMy WebLinkAboutPLANSDESIGN CERTIFICATION FOR WIND LOAD
COMPLIANCE:
11
GARY
POINELL.
I CERTIFY THAT, TO THE BEST OF MY KNOWLE516E AND BELIEF, THESE PLANS AND
SPECIFICATIONS HAVE BEEN DE516NED TO COMPLY WITH THE APPLICABLE STRUCTURAL
PORTION OD THE BUILDING CODE AS AMENDED, ADOPTED, AND ENFORCED BY ST. LUCIE
COUNTY BUILDING DEPARTMENT. I AL50 CERTIFY THAT THE STRUCTURAL COMPONENTS,
SYSTEMS. AND RELATED ELEMENTS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS
AND FORGES SPECIFIED BY THE CURRENT CODE PROVISIONS. I HERBY ACCEPT
RESPONSIBILITY FOR THE STRUCTURAL DESIGN.
CODE EDITIONS:
BUILDING DESIGN A5:
BASK WIND SPEED:
BUILDING CATEGORY:
WIND IMPORTANCE
FACTOR:
INTERNAL PRESSURE
COEFFICIENT:
GARAGE DOOR
PF516N PRESSURE:
WINDOW DESIGN
PRESSURE:
WIND SPEED
EXF05URE:
IMPACT PROTECTION
(EXTERIOR
OPENIN(55):
2017 FLORIDA BUILDING CODE
6 EDITION
A5CE -I-10
ENCLOSED
WEST OF TURNPIKE_____
EAST OF TURNPIKE_ X
I II X III IV
r1p]
SEE FLOOR PLAN FOR WIND
PRESSURES
SEE FLOOR PLAN FOR WIND
PRESSURES FOR WINDOW5 AND
DOORS IN INT. AN REND ZONES
I80 MPH.
Lrj
APPROVED SHUTTERS
IMPACT RE515TANT X
GLASS
(MUST BE INDICATED ON PERMIT DOCUMENTS FOR ALL RESIDENTIAL /
COMMERCIAL BUILDIN65, ALTERATIONS, AND RENOVATIONS)
NOTE: ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOOR,
GARAGE DOORS, AND 51MILAR ENVELOPE ELEMENTS MUST AL50 BE
INDICATEDON CONSTRUCTION PLAN5.5
DEMOLITION PLAN
'0 /OI
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
SCANNED
BY
SCALE:
1. Lucie County
1/4" = 1'-0"
ARCH 1 TEGTURE
AND
PLANNING
16 SOUTH RIVER
ROAD
SEWALLS POINT,
FL. 540101(o
OFFICE:
"772-225-1'155
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DRAM BY
WGP
CHECKED BY
WGP
DATE
MAR. 2q, 201q
SCALE
A5 NOTED
U�
REVISIONS:
FILE. COPY
•
ELECTRICAL 5PECIi=1CATIONS
I DRAWIN65 ARE DIAGRAMMATIC AND SHALL NOT BE 50ALED REFER TO ARCHITECTURAL
PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT. ELECTRICAL
CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE AND
ACCEPTABLE WORKING INSTALLATION
2 ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL GORE
AND SHALL COMPLY WITH ALL LOCAL RULES AND ORDINANCES HAVING JURISDICTION.
S MINIMUM WIRE 51ZE SHALL BE a 12 AW6. UNLESS OTHERWISE NOTED. ALL CONDUCTORS SHALL
BE COPPER WITH THWN OR THHN INSULATION.
4 ALL MATERIAL 5HALL BE NEW AND BEAR THE UNDERWRITE5 LABLE NL) WHERE
APPLICABLE.
5 THE ELECTRICAL SYSTEM SHALL BE COMPLETELY AND EFFECTIVELY &ROUNDED AS REQUIRED IN
ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE.
6 THE ELECTRICAL TELEPHONE AND GABLE TELEVISION INSTALLATIONS SHALL MEET ALL
REQUIREMENTS BY THE LOCAL UTILITY COMPANIES.
T ALL DISCONNECT SWITCHES SHALL BE RATED FOR 100,000 A.I.G. UNLESS OTHERWI5E NOTED.
ALL FUSES SHALL BE RATED FOR 200,000 A.I.G. AND SHALL BE CURRENT LIMITING.
5 ALL ELECTRICAL SWITCH6EAR SHALL BE BY SQUARE D. ITE. OR CHALLEN6ER. SUBSTITUTES MUST
BE APPROVED SY THE ENGINEER.
4 OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS. PLASTIC BOXES MAY BE USED IN
LIEU OF THE STEEL BOX WHERE PERMITTED BY LOCAL CODES. IN DAMP OR WET LOCATIONS
BOXES SHALL BE MADE FROM CAST ALLOY WITH THREADED HUBS. 5PECIAL ENCLOSURES ARE
REQUIRED FOR OTHER CLA551FIED AREAS.
10 SEPARATE WIRE AND CONDUIT SYSTEM MAY BE SUBSTITUTED WITH FACTORY FABRICATED
ASSEMBLY OF INSULATED CONDUCTORS IN A FLEXIBLE METALLIC ENCLOSURE WHERE PERMITTED
BY LOCAL CODES.
II MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC WITH OVERLOAD RELAYS IN EACH HOT LE6.
IT SHALL BE THE ELECTRICAL CONTRACTOR TO PROVIDE ALL STARTERS WHERE REQUIRED.
12 FURNISH AND INSTALL DISCONNECT SWITCHES OVER CURRENT PROTECTION, AND WIRING FOR THE
AIR CONDITIONING SYSTEM AS PER MANUFACTURER RECOMMENDATIONS. CONTROLS ARE TO BE
SUPPLIED BY THE AIR CONDITIONING CONTRACTOR AND CONNECTED BY THE ELECTRICAL
CONTRACTOR.
19 ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS
WORKMANLIKE MANNER. THE COMPLETE SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTED BY
THE ENGINEER OR ARCHITECT.
14 ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE
PROGRESS OF CONSTRUCTION.
15 THE ELECTRICAL CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE
FROM DEFECTS FOR A PERIOD OF NOT LESS THAN (U ONE YEAR FROM THE DATE OF
ACCEPTANCE. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL
CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE
INSTALLATION WHITCH MAY HAVE BEEN DAMAGED THEREBY.
16 ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION A5AIN5T PUBLIC LIABILITY OR
PROPERTY DAMAGE FOR THE DURATION OF THE WORK,
E X.
LA`✓
EX. 2"
VTR
GO I > 1 1/2"
NEW
LAV
EXI5T6. 2"
SANITARY LINE
ELECTRICAL 5YMBOL5
I"X4" (2 7USE)
FLUORE5E147 LIGHT
CL& MTO
®
RECESSED LIGHT
4
WALL MOUNTED LIGHT
,II
6
IIO V DUPLEX OUTLET
6.
1IOV DUPLEX OUT.
GROUND FAULT
PROTECTED
®
SPECIAL PURPOSE
OUTLET
$
5WITCH
O
EXHAUST FAN
JQ--
TELEVISION OUTLET
OTV
b
TELEPHONE OUTLET
WIP1
ELEC PANEL
FLOOD LGT.
®
IIOV SMOKE
DETECTOR W/ BATT
BACKUP
SANITARY RISER
NTS.
PLUMBING NOTES:
I. PROVIDE WATER -HAMMER ARRESTORS
ON ALL QUICK GLOSINS VALVE5. PER
F.B.G. 2gO5.5 / MFSR. SPECS.
2. PROVIDE A WATER HEATER RELIEF
VALVE $ PIPING TO EXTERIOR GREEN
AREA.
3. PROVIDE AN APPROVED DEVICE FOR
THERMAL EXPANSION CONTROL ON ON
ALL ELECTRIC WATER HEATERS
(5TORA6E WATER HEATING EQUIPTMENT).
PER F.B.C. 2gO5.4.
REVISED FLOOR FLAN
SCALE: 3/16" = I'—O"
GAR"''
FONELL
ARCHITECTURE
AND
PLANNING
16 SOUTH RIVER
ROAD
OFFICE:
FL. 34gg6
-1-72-223-gg43
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PRAIM BY
WGP
GFlEGKED SY
YNGP
VATE
MAR. 28, 201 cl
SCALE
AS NOTED
NO.
Ia
REVISIONS1
A==2
1) STRUCTURAL NOTES:
A. STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER
WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAAN&5
TO VERIFY DIMENSIONS, LOCATIONS OF DEPRESSED SLABS,
SLOPES, DRAINS, OUTLETS, RECESSES, RESLEETS, BOLT
SETTINGS, SLEEVES, ETC. DISCREPANCIES SHALL BE BROUGHT
TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING
WITH THE WORK
B. ALL STRUCTURAL OFENIN65 AROUND OR AFFECTED BY MECHANICAL,
ELECTRICAL OR PLUMBING BWIPTMENT SHALL BE VERIFIED WITH
EQUIPTMENT PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK
AFFECTED. CONTRACTOR SHALL SUBMIT TO THE STRUCTURAL ENGINEER
FOR APPROVAL A ORAWI1,16 DETAILING THE OPENIN65, LOCATIONI5 AND
SIZE PRIOR TO CONSTRUCTION. NO PENETRATIONS OF ANY STRUCTURAL
MEMBER NOT SHOWN ON THE STRUCTURAL DRAWIN65 WILL BE ALLOWED
WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER.
C. ALL WORK TO BE PREFORMED IN ACCORDANCE WITH ALL STATE, COUNTY,
AND OR MUNICIPAL CODES AND ORDINANCES.
D. CONTRACTOR SHALL OBTAIN THE LATEST SET OF DRAWINGS INCLUDING
ANY REVISIONS BEFORE STARTING CONSTRUCTIONS.
E. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THESE ORAWIN65 ARE
INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR 511UATIONS
ELSEWHERE UNLESS NOTED OR SHOWN.
F. COMPUTED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED
DIMENSIONS.
S. WHEN SPECIFICATIONS AND GENERAL NOTES DISA&REE, &ENERAL NOTES
SHALL TAKE PRECEDENCE.
2) ELEVATIONS:
.q, SEE PLANS FOR FINISH FLOOR ELEVATIONS, FOOTING, COLUMN AND BEAM
HM&H75.
5) CONCRETE:
A. COMPRESSIVE STREN&TH OF CONCRETE AT 28 DAYS F'G= Sp00 P51.
B. TEST: A MINIMUM OF 5 CONCRETE 5PECIMAN5 SHALL BE TAKEN FROM
EACH 50 CU. YD. OR PORTION THEREOF. SPECIMANS SHALL BE TESTED
ACCORDINI6 TO ASTM A-Sq, ONE AT 3, ONE AT 7AND 5 AT 28 DAYS.
C. REINFORCING COVER:
CONCRETE DEPOSITED A&AINLST THE 6ROUND..............................3.
FORMED CONCRETE AGAINST THE GROUND..................... - .............. "
BEAMS AND COLUMNS..................................................................................1 1/21,
SLABS....................... _..-..-............................. -................. -..-..- ....................... .3/4„
SLABS ON 61POUNIP (BOTTOM) .................... ................. ........ ......... - ..... I"
R/T SLABS EXPOSED EXPOSED TO N✓FATHER........................ - ..... I"
14"X 14" RECESS IN —
SLAB TO
CONSEALL BOLTS
(FILL SOLID lov
GROUT
12"X 12" X 5/4" BASE -
PLATE W/ (40 5/8" X
8" EWAN510H BOLTS
4) SLAB ON FILL: PLACED IN ACCORDANCE WITH AGI 502
A. VAPOR BARRIOR:
WATERPROOF MEMBRANES (OVERLAPPED 6" AT JOINTS) WITH PERMEANCE
OF LESS THAN 0.3 PERMS IN ACCORDANCE WITH ASTM E-qb SHALL BE
PROVIDED UNDER INTERIOR SLABS.
B. P44ERE NO VAPOR SARRIOR IS USED THE SUE36RADE MUST BE DAMPED
WITH WATER IN ADVANCE OF CONCRETING. NO FREE WATER 57ANDIN6 ON
THE SOIL NOR ANY MUDDY OR SOFT SPOT 15 PERMITTED.
C. ANY STRUCTURAL MEMBER PENETRATING SLABS ON FILL 15 TO BE
ISOLATED WITH 1 1/2" THICK PRE -MOLDED JOINT FILLER COMPLYING WITH
A5TM 0-1752, TYPE.
D. FINI5HIN6-
NO PREMATURE FINISHING SHALL BE ALLOWED. IMMEO ATLY FOLLOWING
FLOATING TROWELING WITH STEEL TROWELS SHOULD BE COMMENCED IF
REQUIRED. BROOMIN& SHALL BE DONE AFTER THE STEEL TRO10EL.IN6
OPERATION.
5) REINFORCING STEEL.
A. REINFORCING BARS CONFORIN6 TO ASTM A-615 6RADE 60, INCLUDING
COLUMN AND BEAM TIES.
B. WELDED ARE FABRIC CONFORMING TO A57M A-165 AND SUPPORTED ON
SLAB BOLSTERS SPACED AT 5'-O"OC.
C. FABRICATION AND DETAILING ACCORDING TO AGI-515.
D. ALL ACZESSORIES TO HAVE UPTURNED LESS AND BE PLASTIC DIPPED
AFTER FABRICATION.
6) MA50NKY WALLS:
A. BEARING MASONRY SHOWN IN PLAN SHALL BE ERECTED
PRIOR TO THE STRUCTURE ABOVE BEING POURED.
B. NON-BEARIN* MASONRY SHOWN O IN PLAN SHALL BE ERECTED
AFTER THE CONCRETE STRUCTURE IS POURED AND ALL SHORING HA5 BEEN
REMOVED. HOLD CLEAR OF OVERHEAD CONCRETE UNTIL ANTICIPATED
DEFLECTION HAS OCCURED.
C. MORTOR,
CONFORMING TO A5TM C-270, TYPE "M" (2500 F51)
D. CONCRETE LINTELS,
OPENIN65 UP TO W-O" 8" X 4" WITH 2 • 4
OPENIN65 UP TO 8'-0" 8" X 4" WITH 2• 4 TOP AND BOTT.
E. PROVIDE DOVETAIL ANCHORS AT INTERSECTION OF NON -BEARING
MASONRY WITH STRUCTURAL CONCRETE COLUMNS AND WALLS.
NEW 48" X 46" X
16" Y1/ 5 05 EACH
WAY BOTT.
NlEA 1 •5 X 50" LONG
DOWELS AT 12" OC.
DOWELED INTO EXIST*.
CONC. SLAB MIN. 6" AND
SET IN HI&H 5TREN&TH
EPDXY &ROUT AND CA51"
INTO NEW FOOTING (ALL 4
61DE5)
EXIST&. 4" CONC. SLAB
2 F0071 N& DETAIL.
SCALE: 5116"
D. CONCRETE LINTELS:
OPENIN(95 UP TO 4'-0" 8" X 4" WITH 2 P 4
OPENIN&5 UP TO 81-0" 8" X 4' WITH 2 • 4 TOP AND BOTT.
E. PROVIDE DOVETAIL ANGHOR5 AT INTERSECTION OF NON -BEARING
MASONRY WITH STRUCTURAL CONCRETE COLUMNS AND WALLS.
7) GENERAL BEAM SCHEDULE NOTES.
A. SCHEDULE HOOPS OR STIRRUPS SHALL BE PLACED AT EACH END OF BEAM
NOTED OTHERWISE.
B. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORT WITH
TOP BAR FROM ADJACENT BEAM.
C. ALL CONCRETE BEAMS OTHER THAN THOSE WITH THE PREFIX TB SHALL BE
POURED PRIOR TO PLACING THE BLOCK BELOW.
D. ALL THE BEAM REINFORCING SHALL Be CONTINUOUS THRU BEAMS ONLY.
E. ALL THE BEAM TOP REINFORCING SHALL EXTEND INTO SPAN OF ANY
ADJACENT STRUCTURAL BEAM AS PER BENDING DIAGRAM.
R DROP BOTT. OF BEAMS AS REQUIRED AT WINDOW AND DOOR HEADS (25"
MAX.) AND ADD 2 • 5 5AR5 BOTT. IF DROP EXCEEDS 5".
&. THE BEAM SCHEDULED DEPTHS ARE MINIMUMS AND MAY BE INCREASED (8"
MAXIMUM TO FIT BLOCK WORK).
H. ALL ADDED LONGITUDINAL BEAM REINFORCING SHALL EXTEND 8" MINIMUM
INTO SUPPORTS UNLESS OTHERWISE NOTED.
I. PROVIDE 2 • 5 CORNER BARS AT ALL BEAM INTERSECTIONS ( 50" LEGS
MINIMUM )
6) nMBER
A. ALL TIMBER TO HAVE A MINIMUM 5TRE55 &RAVE P. 1;200 P51 AND
E.1,5000000 P51.
B. ALL ROOF PI FMENT5 TO BE SECURED TO BEAM OR OTHER STRUCTURAL
ELEMENTS WITH HURRICANE STRAPS.
C. TRU555 MANUFACTURER TO SUBMIT SHOP DRAWINGS SIGNED AND SEALED
BY A FLORIDA ENGINEER.
q) STRUCTURAL STEEL:
A. CONFORMING TO ASTM A-56.
B. BOLTS CONFORMING TO ASTM A-525 (U.NA) TYPE N.
SCALE: 1/4" I'-O"
(2) 1/2" THRU
BOLTS
C. PIPE COLUMNS CONFORMIN& TO ASTM A-55, GRADE S.
D• PROVIDE ONE SHOP COAT OF RUST INHIBITING PAINT (MIN. 3 MIL. DRY
THIGKNEE)
E. FABRICATION AND ERECTION ACCORDING TO THE LATEST AI5C
SPECIFICATIONS.
F. SHOP DRANING5 MU5T BE SEALED BY THE MANUFAGTURER5 FLORIDA
RE*15TERED ENGINEER BEFORE SUBMITTN6 FOR APPROVAL.
6, STRUCTURAL TUBES GOMFORMIN& TO ASTM A-500, 6RADE B.
H. ALL BOLTED CONNECTIONS TO BE VERIFIED BY A TE5TIN6 LABORATORY.
10) WELDING:
A. ALL WELDIN6 15 TO BE DONE BY A CERTIFIED WELDER
B. ELECTRODES TO BE B-70 SERIES, LOW HYDROGEN (STORED ACC01;DIN6
TO A. W. 5. REQUIREMENT5 )
IU APPROVALS.
A. SUBMIT SHOP DRAWINGS FOR ITEMS 5, 7, 8, q.
B. SUBMIT CONCRETE MIX DESIGN.
C. SUBMIT LABORATORY REPORTS FOR ITEM S.
12) COORDINATION:
o
_ _ Qi
O1/4" WELD
i
®5TL. ANGL' E DETAIL
NT'S.
�0 ry
a
5 1/2" X 5 1/2" k
X 3/5 STL. ^�
COL.
V
(4) 1/2"
BOLTS
2) 1/2" TH
JOLTS
4" STL. P.
ASSEMEL
—1/4" CONT.
WELD
OF
5-1/2"50-1/
5T_. COLU1
1/4" PLATE
ASSEMBLY EACH
51DE OF GIRDER
cV �3/4" BASE
PLATE
I II
®STL. ANGLE DE AIL
NTS.
NOTE
VERIFY ROUGH OPENING FOR DOORS R WINDOWS W/
MF&R PRIOR CONSTRUCTION.
GOLUMN 50HEDULE:
Q ■ 5 1/2" X 5 1/2" X g" STL. COL. W/ 12"X
12" X 5/4" STL. BASE -SEE DETAILS
FOR BAS AND GAP PLATE
FOOTING SCHEDULE
G 40" X 46" X 16" W/ 5 • 5 EACH WAY 5OTT.
501L BEARING 5TATEMEMT:
1. FOOTINI65 WERE DE516NED FOR A SOIL BEARING
CAPACITY OF 2500 P5F.
2. GENMRAL CONTRACTOR SHALL VERIFY SOIL
BEARING CAPACITY PRIOR TO CONSTRUCTION.
PROVIDE 501L BEARING TE5T5 516N AND SEALED
BY A STATE OF FLORIDA RES15TERED ENGINEER
TO ARCHITECT FOR REVIEW PRIOR TO
CONSTRUCTION.
EXISTS. ROOF-
1RU55M AT 24"
OC.. ANCHOR
TO TOP PLATE
W/ (2) 16 D
ANILS EACH
TRU55
DOUBLE 2" X 6" TOP
PLATE
2" X 4" WOOD
STUDS AT 16"
or.
2" X 4" WOOD
BOTT PLATE W/
1/41X 6 TAP GON
SCRENIS AT 16"
OG. T
EXISTS. GONG. SLAB}
TYf�'IGrotL SHORING ^ALL
SCALE: NT5
9-I/2"X3-I/2"XI/4"
STL
COL.
CONT 1/4"
WELD
!4) 5/5" X 8"
ANCHOR BOLTS
EACH BASE PLATE
8"X8"XI/2" STL
BASE PLATE.
O COLUMN BASE
FOUNDA71ON PLEAT
SCALE: 1/4"
&ARY
PONELL
ARCHITECTURE
AND
FLANN I NG
16 5OU7H RIMER
ROAD
OFFICE:
"IR�HT
FL. 34 aa6
i72-225-aa45
Il
EW.Am BY
N&F
C+ec4cw BY
WGF
DATE
SCALE
�29a , 201
SCALE
ASNOTED
W� NO.
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