HomeMy WebLinkAboutGas Tank PlanPROJECT LOG
ISSUED FOR START 08-02-21
ISSUED FOR PERMIT 08-26-21
PGT REVISION 01-03-22
THIS PLANS WERE PREPARED USING THE 2020 F OADA BUILDING CODE 7TH EDITION.
2. TYPE OF CONSTRUCTION: CLASS V. UNPROTECTED, rAOUP R3 OCCUPANCY PER
FLORIDA BUILDING CODE.
3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE
COUNTY AND ALL APPLICABLE AMENDMENTS.
4. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY
REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY.
5. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS
SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE F.B.C. CHAPTER 13 ENERGY
EFFICIENCY SECTION,
6, REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED BY
THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PEP F.B.C. 2020
NNW
ABBREVIATIONS
ABV
ABOVE
EXT.
EXTERIOR
M.C.
MEDICINE CABINET
SMS
SHEET METAL SCREWS
AFF
ABOVE FINISHED FLOOR
F.B.C.
FLORIDA BUILDING CODE
M.R.H.
MEAN ROOF HEIGHT
ST.
STIRRUPS
AHU
AIR HANDLER UNIT
F.R.
FIRE RATED
M.T.
METAL THRESHOLD
STL
STEEL
B.F.
BI FOLD
FIR
FRENCH DOOR
MAX.
MAXIMUM
SW
SWITCH
B.P.
BI PASS
FIN.
FINISHED
MFR.
MANUFACTURER
TEMP.
TEMPERED
BLK.
BLOCK
FL
FLOOR
MICRO.
MICROWAVE
T.B.
THROUGH BOLT
BLW.
BELOW
G.T.
GIRDER TRUSS
MINI,
MINIMUM
T,O,
THROUGH OUT
BRIG.
BEARING
GA.
GAUGE
M.G.
MASONRY OPENING
T.O.B.B.
TOP OF MASONRY BOND BEAM
BTM.
BOTTOM
GALV.
GALVANIZED
MOINO.
MONOLITHIC
T,O,PL
TOP OF WOOD PLATE
CLG.
CEILING
GFI
GROUND FAULT INTERRUPT
MTL
METAL
T.O,T.B,
TOP OF TIE BEAM
CMU
CONCRETE MASONRY UNITS
GL
GLASS
O.H.D.
OVER HEAD DOOR
TYP.
TYPICAL
COL
COLUMN
GWB
GYPSUM WALLBOARD
0/C
ON CENTER
U.N.O.
UNLESS NOTED OTHERWISE
CONC.
CONCRETE
GYP. BD.
GYPSUM WALLBOARD
P.L.F.
POUNDS PER LINEAR FOOT
UL
UNDERWRITERS LABORATORIES
CSMT.
CASEMENT
HGT.
HEIGHT
P.S.F.
POUNDS PER SQUARE FOOT
V.I.F.
VERIFY IN FIELD
DBL
DOUBLE
HPS.
HOOPS
P.S',I,
POUNDS PER SQUARE INCH
W.A.
WEDGE ANCHORS
DIA.
DIAMETER
HR
HOUR
P.T'.
PRESSURE TREATED
W/
WITH
DISP.
DISPOSAL
HS
HORIZONTAL SLIDING
PART'N.
PARTITION
WC
WATER CLOSET
DP
DESIGN PRESSURE
HVHZ
HIGH VELOCITY HURRICANE ZONE
PKT.
POCKET
W0.
WOOD
DR.
DOOR
INS,
INSULATION
PLl!WID.
PLYWOOD
DW
DISH WASHER
INT.
INTERIOR
R.O.
ROUGH OPENING
E.E.
EACH END
LG.
LONG
S.C.
SOLID CORE
ELE
A
.
LINEN
5.G'.D,
SLIDING GLASS DOOR
ELJEVATIO
� CU
SQUARE BO
ES.
EACH 51DE
LN.
JDRY
SH *O
SI HUNG
ST. LUCIE COUNTY PRODUCT APPROVAL
OPENING SCHEDULE: OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS
OPEN ID
PRODUCT
MODEL
MANUF.
GLASS -T�
ATTACH, METHOD TYPE, SIZE, SPACING
BUILDING DESIGN
PRODUCT DESIG
DESCRIPTION
AND EMBED. *FILL ALL MANUF. HOLES
PRESSURE
PRESSURE
A
FL-9174.10 R13
9100 OHD 16070
WAYNE DALTON
N/A
W/ 1-1/+' WASHERtiM 2-3/4" MIN. EMBED.
D.P.= +28.5 PSF
+39.2 PSF -43.7 PSF
2-3 4' MIN. EDGE DISTANCE. 6' FROM END
-34.8 PSF
B
FL-20468.4
3080 DR
THERMA TRU
N/.A
1/4' TAPCONS W/ 1-1/4- MIN. EMBED CORNERS 0
D.P.= +31.9 PSF
+60.0 PSF -60.0 PSF
RAISED PANEL
4" & 19.5' O/C MAX SPACING.
-34.7 PSF
C
NOA NO.
SH 36
PGT
5GL IMPACT
1/4" TAPCONS W/ 1-3/8' MIN EMBED
D.P.= +31.9 PSF
+65.0 PSF -80.0 P
20-0401.11
0 10- O/C MAX. SPACING & 1" FROM EDGE
-34.7 PSF
D
NOA NO.
5H 25
PGT
SGL IMPACT
1/4' TAPCDNS W/ 1-3/8' MIN EMBED
D.P.= +31.9 PSF
+65.0 PSF -80.0 P
20-0401.11
0 10' 0/C MAX, SPACING & 1' FROM EDGE
-34.7 PSF
E
s NOA N0.
SH 15
PGT
SGL IMPACT
1/4" TAPCONS W/ 1-3/8' MIN EMBED
D,P,= +33.4 PSF
+65.0 PSF -80.0 P
20-0401.11
0 10' O/C MAX, SPACING & 1' FROM EDGE
-36.3 PSF
F
NOA N0.
SH 15
PGT
SGL IMPACT
1/4" TAPCONS W/ 1-3/8' MIN EMBED
D.P.= +33.4 PSF
+65.0 PSF -80.0 P
20-0401.11
0 IV 0/C MAX. SPACING & 1" FROM EDGE
-36.3 PSF
G
NOA NO.
(2) SH 26
PGT
SGL IMPACT
1/4° TAPCONS W/ 1-3/8' MIN EMBED
D.P.= +29.9 PSF
+65.0 PSF -80.0 P
20-0401,11
0 IV 0/C MAX. SPACING & 1' FROM EDGE
-37.7 PSF
H
NOA NO.
12080 SGD
PGT
SGL IMPACT
1/4- SMS W/ 1-3/4" MIN EMBED
D.P.= +28.4 PSF
+%0 PSF -60.0 P
20-0429.09
0 4" O/C MAX. SPACING & 1' FROM EDGE
-31.2 PSF
I
NOA NO.
(2) SH 25
PGT
SGL IMPACT
1/4' TAPCONS W/ 1-3/8- MIN EMBED
D.P.= +31,9 PSF
+66.0 PSF -80.0 P
20-0401.11
0 10' C/C MAX. SPACING & 1' FROM EDGE
-34.7 PSF
J
NOA N0,
6020 TRAN ,M
PGT
SGL IMPACT
1/4- TAPCONS W/ 1-3/8- MIN EMBED
D.P.= +33.4 PSF
+80.0 PSF -80.0 PS
20-0401.10
P0
Sh 3
" C/C MAX, SPACING & 2-1/2' FROM EDGE
-36.3 PSF
K
NOA Nam.
SG'_ MPACT
1/4' TAPCONS W/ 1-3/8- MIN EMBED
D.P.= +33.4 PSF
+65.0 PSF -80.0 P
20-0401.11
0 IV 0/C MAX. SPACING & '1° �W` DGE
-A36.3 PSF
L
NOA N0.
SH 35
PGT
SGL IMPACT
1/4" TAPaWS W/ 1-3/8' MIN EMBED
D.P.= +31.9 PSF
+65.0 PSF -80.0 P
20-0401.11
0 IV O/C MAX. SPACING & 1' FROM EDGE
-34.7 PSF
M
FL-9174.10 R13
9100 OHD 6070
WAYNE DICTION
N/A
W/ 1-1/4' WASHER & 2-3/4' MIN. EMBED.
D.P.= +29.9 PSF
+39.2 PSF -43,7 PSF
2-3 4" MIN. EDGE DISTANCE. 6' FROM END
-32 7 PSF
N
NOA NO.
SH 272
PGT
SGL IMPACT
1/4" TAPCONS W/ 1-3/e MIN EMBED
D.P.= +31.9 PSF
+65.0 PSF -80.0 PSI
20-D401.11
-
0 10" O/C MAX, SPACING & 1° FROM EDGE
-34.8 PSF
0
NOA NN De
SH 272
PGT
SGL IMPACT
1/4' TAPCMS W/ 1-3/8' MIN EMBED
D.P.= +31.9 PSF
+65.0 PSF -80.0 P
20 0401,11
0 10" O/C MAX, SPACING & 1' FROM EDGE
-34.8 PSF
PRODUCT
MODEL #
IOANUF.
ATTACHMENT METHOD
BUILDING DESIGN
PRODUCT DESIGN
TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC
PRESSURE
PRESSURE
MULLIONS
L-T5 5
MAX. 1 -1/4'9 HORIZ
MI WINDOWS
Ic DOORS
1/4' TAPCONS W/ 1-1/4' MIN EMBED
(4) FASTENERS PER CLIP TOP & BTM.
37.7 PSF
54.0 PSF -54.0 PSF
FL.
MAX. 83' VERT.
MULLIONS
FL 17472.2
MAX. 108' LENGTH
E=ASTERN
ARCHITECTURAL
1/4' TAPCONS W/1-3/4" MIN. EMBED
(B) FASTENERS PER H-CLIP
34.7 PSF
36.4 PSF -36.4 PSF
MAX 48' TRIBUTARY WIDTH
SYSTEMS
ROOFING
NOA NO. 21-0315.03
EAGLE ROOFING
(2) 10d RING SHANK NAILS
-83.4 psf
-172 paf.
BEL-AIR 0ONCRETE TILE
PRODUCTS
ROOFING
5374-5
� `AND RIDGE CHANNEL METAL
I EAST COAST
METALS, INC
3M 2 COMPONENT FOAM ROOF TILE ADHESIVE AH-160
-83.4 psf
-169 psf,
ROOFING
N/A
MEMBRANE: 30# FELT
N/A
N/A
UNDFRLAYVENT
ASTM 0-226 #30 FELT
BUTTON CAPS 12" GRID, 6" D.C. AT A MIN. 4" HEAD LAP
ROOFING
NONN 18-0502NT
MEMBRANE. SELF ADHERED 1 OR MORE PLIES MIN. 4' HEAD
UNDERLAYMENT
S 85 UDERLAYME
BORAL TILE SEAL
LAP AND A 6" END LAP MECHANICALLY FASTENED TO DECK W/
N/A
N/A
PEEL do SICK
w- ----
APPROVED NAILS AND TN CAPS 6' O/C AT THE LAPS AND 2
SIDING
STUCCO
N/A
N/A
N/A
N/A
SOFFIT
STUCCO
t__N/A
7/8" LG., 16 GA. CORROSION RESISTANT STAPLES TO HI RIB LATH
N/A
N/A
SPACED NOT MORE THAN 6"
MASONRY NOTES
1. CONCRETE UNITS TO BE ASTM C 90-90, ASTM GRADES NI OR NII. PROVIDE PRECAST
LINTELS AS NECESSARY. (f m = 1500 PSI)
2. MORTAR TYPE M PER ASTM C 270-92.
3. CELLS, LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA
GRAVEL. CONCRETE.
4. REINFORCING:
VERTICAL:
A. ASTM A615-94 PER REINFORCING SEC11ON (GRADE 60).
B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL. CORE, IT SHALL NOT BE
SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN
ADJACENT CELL TO THE VERTICAL WALL REINFORCING.
C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM
THE MASONRY.
D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLANT AND AS INDICATED IN THE
COLUMN SCHEDULE,
E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE CONTINUOUS
TO THE TIE BEAM. PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO
PLAN NOTES
1. PROVIDE 1x2 P.T. FIRESTOP HORIZONTAL 0 CEILING do WALL INTERSECTIONS OR 8'-0' O/C
VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 718
2, ALL GLAZING WITHIN 24" AND PARALLEL TO A DOOR SHALL BE TEMPERED.
ALL WINDOWS OR GLASS ENCLOSURES AT OR WITHIN 36' OF TUBS AND SHOWERS WITH SILLS
LESS THAN 60' ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDELIGHTS, SLIDING CLASS
DOORS AND FRENCH DOORS SHALL BE: TEMPERED.
3. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS.
EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24' HIGH, 20' WIDE, AND MIN. NET
AREA OF 5.7 S,F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR lot FLOOR WINDOWS. THE
BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44' ABOVE THE FLOOR.
4. IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL COMPLY WITH SECTION 2411
OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED.
5. PROVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS.
6. ALL DWELLING ROOMS MUST HAVE IHVAC RETURNS. RETURNS MAY BE DUCTED, JUMPERS OR
TRANSFER GRILLES.
7. A/C UNITS MAY HAVE CONIC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV.
ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ABV, ADJOINING GRADE.
CONTINUE UNINTERRUPTED. BEM SCHEDULE NOTES
HORIZONTAL: A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE. 1.OALL T COMPOSITE LINTEL (MARK 'L") TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE
5. GENERAL
I 2, ALL BOND BEAMS (MARK "BB") REINFORCING SHALL BE CONTINUOUS THROUGH BOND
A. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05/ A.S.C.E. BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS.
7-16/T.M.S. 402-G5, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE
COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. 3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8" TO FIT BLOCK
WORK,
B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1--05/A.S.C.E 7-16/T.M.S, 602-
05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS 4. REFER TO CONCRETE NOTES FOR INFORMAi1ON ON CONCRETE AND STEEL SPECIFICATIONS.
FOR MASONRY STRUCTURES.
6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE: VERTICAL ALIGNMENT CONCRETE NOTES
SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CANT. CELL
7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH
LIFT OVER 4'-0' HIGH. CLEANOUTS SHALL BE SEALED AFTER CRANING AND INSPECTION, AND
BEFORE GROUTING.
_will I Iii+ ! !
1. FLOOR SLAB TO BE 4' THICK POURED CONCRETE SLAB WITH FIBERMESH
ON 0.006 VISOUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL
2\ALL REINFORCING STEEL TO BE GRADE 60.
3.0LUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS
0 RWISE NOTED.
4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 20DO P.S.F
FILL PLACED WITHIN 5'-0' OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN
WELL GRADED SAND COMPACTED TO ACHIEVE A
MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557.
6. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER
`XINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF
QUESTED BY THE BUILDING OFFICIAL
7. ONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN.
8 DAMAGE PRO VERY HEAVY P TA 1 PROBABILITIES FROM TERMITE INFESTATION IS VE HEA PER TABLE R301 2
()
1. CONCRETE SHALL CONFORM TO ASTM C94-94 AND SHALL HAVE STRENGTH IN 28 DAYS AS
SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL
CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-11 AND ACI 301-05, ALL
CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530-11.
2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE SLABS ON VAPOR BARRIER -
3/4" BEAMS AND COLUMNS - 1 1/2" FORMED CONCRETE BELOW GRADE-2" UNFORMED
CONCRETE BELOW GRADE-3'
3 REINFORCING STEEL: GRADE 60 (FY=60,000) ASTM A615-94.
4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL OF
STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' AS PUBLISHED BY THE
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE.
5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT
ALL LOADS DURING CONSTRUCTION.
6. CONCRETE BEAM SIZES MAY INCREASED (8' MAX.) AS REQUIRED FOR ARCHITECTURAL
DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT WINDOW AND
DOOR BEAMS (28" MAX.) AND ADD 2-#5 BARS BOTTOM IF DROP EXCEEDS 8'.
7. DOWELS COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF
DOWELS AS VERTICAL BARS ABOVE.
8. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPHCED AND SHALL BE
WIRED TOGETHER. PROVIDE CORNER (BARS SAME SIZE AND NUMBER AS HORIZ. BEAM
REINFORCING AT EACH FACE:. LAP 413 BAR DIA. MIN.
9. PLACING DRAWINGS ON BAR LISTS MALL CONFORM TO ACI'S "MANUAL OF STANDARD
PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE.
10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGIBLE PER FBC TABLE R301.2(1)
i F4
COPYRIGHT 2021
FRAMING NOTES
1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE. HOWEVER, THE
SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT.
2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN
BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF
RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS
ACCORDINGLY.
3. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS
OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF
THE DESIGN.
4. TRUSS MANUFACTURER SHALL- SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND
ENGINEERING CALCULATIONS SIG14ED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF
THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW
PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE
ARCHITECT AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO
PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH THE ARCHITECTS SUPERSTRUCTURE. IF
THERE IS ANY CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL
NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN.
5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT.
COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS
DRAWINGS.
6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CUPS, TOP AND
BOTTOM EACH STUD, AS PER CODE.
7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE 'TIMBER CONSTRUCTION
MANUAL' AS PUBLISHED BY THE: AMERICAN INSTITUTE OF TIMBER CONSTRUCTION.
8. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER
CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE.
9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING US
DURING ERECTION OF TRUSSES 'TO PREVENT COLLAPSE OR DAMAGE.
10. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0" MUST BE ENGINEERED AND
STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE)
11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWISE
NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS),
12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE, NO. 2 OR BETTER AND SHALL PROVIDE
ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER USES. 90 PSI
IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 KSI OR BETTER, AS
DETERMINED BY AN APPROVED LUMBER GRADING AGENCY.
13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2x4 0 24" O,C.
STUDS, WITH 1/2' GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1" LONG
BUGLE HEAD DRYWALL SCREWS AT 12" O/C MAX.
14. METAL LATH OVER SHEATHING SHALL BE 3/8" V-GROVE OR DIMPLED. FASTEN TO
SUBSTRATE AT 4" O/C AS FOLLOWS;
CONCRETE: 3/4" LONG STUB NAILS W/ 3/8' HEAD. HORIZONTAL AND VERTICAL WOOD
FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4" PENETRATION
INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4' PENETRATION INTO VERTICAL WOOD
FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHAD.. BE
BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT OVER A RIB
WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1" LEG, 7/16" CROWN METAL
MTL FRAMING: SELF TAPING SCREWS #12 x 1/2" WASHER HEAD STAPLES SHALL NOT BE
USED FOR SOFFITS OR CEILINGS
15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE CRF 112G
1-1/2" LONG AND .120" DIAMETER U.N.O.
16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL SUPERIMPOSED
WIND LOADS PER F.B.G. 2020 7TH EDITION do ASCE 7-16.
1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR THE DESIGN,
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITTON. MATERIALS
SHALL CONFORM '70 THE APPLICABLE ASTM SPECIFICATION AS FTt'._'_.'W.,;. SHAPES, Hsi-kTES A-3
BOLTS - A 307-00 TUBULAR - A500-01c GRADE B (42 KSI)
2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL
WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E700.
LOAD SCHEDULE
PARI'N
GROUND FLOOR 40 50 10
100
SECOND FLOOR 40 15 10
65
ROOF 30 18 0
48
ATTIC 20 10 0
30
ULITIMATE WIND SPEED = 160 m.p.h.
BUILDING RISK CATEGORY = 11
BUILDING DESIGN AS ENCLOSED
EXPOSURE = C
ROOF DEAD LOAD FOR WIND
DESIGN TAKEN AT 10 p.s.f.
�_ THIS STRUCTURE IS DESIGNED IN ACCORDANCE
WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE
AND ASCE 7-16. DESIGN PRESSURES FOR EXTERIOR
DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS.
WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY
THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE
FACTORS TO OBTAIN TEST PRESSURES.
e e
e e
I
I
2x P.T.
WOOD BUCK
SHOWN TYP.
M.O. 35 1/4" IN WO. 37 1/4" W M.Q. 41 1/4" W M.O. 55 1/2" W M.O. 78 1/2' W
X 98 1/2' H X 98 1/2" H X 98 1/2' H X98 1/2' H X 98 1/2- H
EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB
Faft
® ® FFOI
EDGE OF SLAB-
2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT DR W1 12" SIDELITE PR 3080 DR
(OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) (UT SWING
DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 2x6, 5/4' BOARD OR 14.
CONCRETE SCREWS USED TO SECURE THE DOOR FRAMI S TO THE OPENINGS MAY BE ANGLED SLIGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE,
ALL FASTENERS SHALL BE OF THE SIZE, LENGTH ANT) SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES.
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1. CONTRACTOR SHALL VERIFY NTH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND
SHALL LOCATED METER & PANELS AS REQUIRED.
2. ALL WIRE SHALL BE THHN COPPER, UNLESS NOTED OTHERWISE.
3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE
COPPER OF EQUAL AAPACITY.
4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE.
5. COORDINATE RACEWAY INSTALLATIONS PITH OTHER TRADES PRIOR TO CONSTRUCTION.
6. VERIFY ALL CONDUCTORS AND BREAKERS WITI1 EQUIPMENT MANUFACTURER
SPECIFICATIONS.
7. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY (LOAD AND UNITS.
8 PROVIDE NON -FUSIBLE GENERAL DUTY SAFET" SWITCHES AT A/C EQUIP. AND AT
PUMPS NOT VISIBLE FROM CIRCUIT BREAKER II AND AS PER MANUFACTURER.
RECOMMENDATIONS.
9. PROVIDE GFI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS
SHOWN ON PLANS.
10. ELECTRICAL FIXTURES, TRIM AND APPLIANCE!; SHAU, BE UL APPROVED AND AS
SELECTED BY BUILDER.
1L PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN.
12. PROVIDE PRE- WIRED T.V. OUTLETS FOR CAEIEE AS SHOWN ON PLANS.
13. DEDICATED CIRCUITS SHALL HAVE NO MORE
THEN 6 DUPLEX RECEPTACLES.
14. IN KITCHENS, DINING ROOMS AND BATHROOM'S, RECEPTACLE OUTLETS FOR COUNTER
SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC; 210-8(0).
15. ALL CLOSET LIGHTING SHELL COMPLY WITH NEC SEC'. 410.&
16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR 3ATH LIGHTING CIRCUITS
AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE
TANDEM WIRED SO ALL DETECTORS SOUND SIMIJI"'ANEOUSL".
17. PREWIRE FOR GARAGE DOOR OPENER SENSOR..
18. ARC FAULT -INTERRUPTER PROTECTION PER IIEC 210.12. REQUIRED FOR ALL 120-VOLT,
SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS.
19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF' ANY SLEEPING ROOM.
1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, F.B.C.
2. ALL PLUMBING FIXTURES SHALL MEET THE REO UIREMENTS OF TABLE 604.3, F.B.C.
3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.H.C. PLUMBING CODE CHAPTER 11.
4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0' FROM ROOF JACKS.
5. CONDENSATE DRAINS MUST BE A MINIMUM OF '12' OTT" THE BUILDING.
5. INSTALL CHASE PIPE FOR HVAC,
1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL
CONFORM TO THE REQUIREMENTS SET FORTH IN THE 'FLORIDA BUILDING CODE MECHANICAL'
AND CHAPTER 28 OF THE FLORIDA BUILDING COPE.
1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD
DOORS NOT LESS THAN It (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT
LESS THAN f (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS.
2.
DUCTS IN GARAGE AND DUCTS PENETRATING '1E W ELS OR CEILINGS SEPARATING THE
DWELLING FROM THE GARAGE SHALL BE CONSTFIIICTED DF P'W MINIMUM NO, 26 GAGE (0,48 MM)
SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE
GARAGE.
3. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT
LESS THAN }' (12.7 MM) GYPSUM BOARD APPLIED TO THE !GARAGE SIDE.
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DETAIL
SCALE
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DETAIL
DWG. SCALE
SECTION
DWG. SCAR
SECTION �I
Dwo, SCALE
INTERIOR ELEV.
SCALE
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BEAM LABEL
ALREVISION
M
NORTH ARROW
BREAK LINE
PERI
GRAPHIC SCALE
SCALP: 111r - V-0'
C-1
0)VER SHEET
A-1
FOUNDATION PLAN
A-2
FLOOR PLAN
A-3
ELEVATIONS
A-4
SECTIONS
A-5
STRUCTURAL PLAN
A-6
TRUSS PLAN
E-1
ELECTRICAL PLAN
M-1
MECHANICAL PLAN
1
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E1.EViPATON
3
#1 COLUMN LABEL
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RECEIVED
]AN 2 0 2022
Permitting Department
St. Lucie County
POT SHELF HEIGHT
AS NOTED
DROPPED SOFFIT
HEIGHT AS NOTED
ARCHED OPENING SEE
PLAN OR ELEV.
MASONRY CONSTRUCTION
TYPICAL
GROUT FILLED CELL SEE
FOUNDATION PLAN
NON -BEARING FRAME
CONSTRUCTION
BEARING FRAME
CONSTRUCTION
BEAM HEIGHT CHANGE.
FLOOR E1.1iJATION
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