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C-1: COVER SHEI
S-1: GENERALN(
S-2: TYPICAL SEI
S-3: FOUNDATI01
S-4: TRUSS LAW
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COVER SHEET
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FILE C
CONCRETE DUE TO IMPROPER HANDLING.
10. SLAB SAW CUTS ARE NOT ADDRESSED BY THE CURRENT FLORIDA RESIDENTIAL BUILDING CODE. THE SAW CUTS SHOWN HAVE BEEN INCLUDED FOR CONSISTENCY OF
" F`,
M=CONSTRUCTION.
'l4 "e. P.dSlaa f,& ,"5i'...d..yYViY.n_BAS D O EMPIRICAL DATA PR VIDED BY THE A I N R
_ „�,_, E N O C , CO C ETE SHRINKS AT A RATE OF 5/8 PER 100 FEET. ACI 332 HAS THE FOLLOWING CONTRACTION JOINT
IREM P RA
_ ___ _ _
QU . ENT AND THIS S ACING MAY BE USED IF EXCESSIVE C CKING IS EXPERIENCED.AT THE CONTRACTORS DIGRESSION.
a. CONTRACTION JOINTS IN A 3.5" SLAB SHALL BE PLACED NO MORE THAN 8 FEET APART IN BOTH DIRECTIONS.
b. CONTRACTION JOINTS IN A 4.0" SLAB SHALL BE PLACED NO MORE THAN 10 FEET APART IN BOTH DIRECTIONS.
A.GENERAL:
PIED THEY H
STANDARDS OF THE FOLLOWING CODE. THE FLORIDA BUILDING CODE 2017. WHE E MORE STRINGENT CODES AREA ADO E SHALL 1. WORK SHALL CONFORM TO THE MINIMUMS R I
F. MASONRY WALL CONSTRUCTION.
GOVERN THE WORK.
1.
MASONRY UNITS SHALL MEET ASTM C-90 GRADE N-t FOR HOLLOW LOAD BEARING TYPE II MASONRY WITH UNIT STRENGTH OF 1 OO PSI _ , E ,9 SON THE NET AREA (F M 1,500 PSI). UNITS
NOTES P N HAL K PRECEDENCE OVER THE STRUCTURAL GENERAL NOTES ON
2 DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON DRAWINGS O ES ON LA S S L TAKE O,
" '
SHALL NORMAL WEIGHT 8 X8 X16 TWO HOLES SQUARE END BLOCKS. UNLESS NOTED OTHERWISE. UNITS SHALL HAVE A ROUGH TEXTURE T , STUCCO APPLICATION:
THIS SHEET. �I
2.
ALL MORTAR SHALL CONFORM TO ASTM C 27Q TYPE `'S" OR "M".
ARCHITECTURAL, ELECTRICAL PLUMBING AND ECHANICALDR WINGS FOR DI!V NSIONS LOCATIONS SIZES AND
3. EXCEPT AS SHOWN ON STRUCTURAL DRAWINGS, REFER TOM A
CONDITIONS INCLUDING WINDOWS` DOORS, WALLS, CONCRETE CURBS, PITS, DRAINS, TRENCHES, FLOOR AND ROOF SLOPES, DEPRESSED'IAREAS; CHANGES IN LEVEL, FLOOR AND
3.
COURSEGROUT
G OU SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8 AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.`
'
ROOF OPENINGS, STAIRS, PIPE AND DUCT RUNS, SLEEVES AND HANDERS, ELECTRICAL, CONDUITS AND OUTLETS; ITEMS EMB DDED OR ATTACHED TO STRUCTURAL MEMBERS,
4.
VERTICAL REINFORCEMENT DRAWINGS,
C ORCEMENT SHALL BE AS NOTED N THE DR I GS WITH FILLED CELLS FILLED WITH
O ITM COURSE GROUT.
EQUIPMENT, BASES AND ANCHORAGE,`ETC.
�
5.
VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND THE BOTTOM AND AT A MAXIMUM SPACING OF 8'-0" UNLESS OTHERWISE NOTED. REINFORCEMENT SHALL BE
4. THE ENGINEERS SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT. THE SEAL DOES NOT INCLUDECONSTRUGTjON MEANS, METHODS, TECHNIQUES, OR
PLACED IN THE CENTER OF THE MASONRY P UNLESS OTHERWISE NOTED.
S .CELL, TYPICAL, U
RESPONSIBILITY OF THE CONTRACTOR. ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY
SAFETY PRECAUTIONS, WHICH SHALL REMAIN THE RESPO �
6.
REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 30 INCHES UNLESS NOTED OTHERWISE ON THE DRAWINGS.
DEVIATIONS OR DISCREPANCIES ON THESE PLANS MUST BE- BROUGHT 'TO THE IMMEDIATE ATTENTION OF THE ENGINEER OF ECORD.
7.
HOOKSAT TOP AND BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS, EXCLUDING BEND,
5. ASTM SPECIFICATIONS INDICATED SHALL BE THE LATEST EDITIONS OF THE STANDARDS, UNLESS NOTED OTHERWISE.
8.
EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE, EMBEDDED ANCHORS OREPDXYFASTENED STUDS SHALL BE USED.
(PSF)
6. ALL STRUCTURAL DEAD AND LIVE LOADS PSF WILL BE CALCULATED USING VALUES BELOW UNLESS OTHERWISE SPECIFIED IN THE PLAN SET.
9.
ALL MASONRY UNITS SHALL BE LAID IN RUNNING BOND UNLESS NOTED OTHERWISE:
ROOF DEAD LOAD = 5 PSF FLOORDEAD LOAD = 20 PSF
10.
OVER ALL MASONRY OPENINGS IN WALLS PROVIDE LINTELS; CAST -IN -PLACE CONCRETE BEAMS, OR OTHER HEADERS AS NOTED ON PLANS.
ROOF LIVE LOAD = 20 PSF FLOOR LIVE LOAD = 40 PSF '
11.
VERTICAL FILLED CELLS SHALL HAVE A MINIMUM OF (1) #5 REBAR LAPPED AND TIED TO THE FOUNDATION DOWEL, AND A STANDARD ACI HOOK AT THE TOP, LAPPED
AND TIED TO THE HORIZONTAL REINFORCING IN THE TOP OF THE WALL. SEE CHART BELOW FOR MINIMUM LAP AND HOOK LENGTHS.
12.
HORIZONTAL JOINT REINFORCING (WIRE WITH 9 GAUGE EQUAL TO DUR O WAL SHALL PLACED AT 16 O.C. VERTICALLY AND SHALL
( ) LLEXTEND ATLEAST$ INTO
N B. WIND DESIGN CRITERIA / COMPONENTS & CLADDING:
VERTICAL COLUMNS OR PILASTERS. HORIZONTAL REINFORCEMENT SHALL NOT BE CONTINUOUS ACROSS CONTROL JOINTS AND SHALL BE PLACED FULLY EMBEDDED IN FACE -SHELL
WIND SPEED: 145 MPH ULTIMATE DESIGN WIND SPEED ASCE 7-10)MORTAR
(
BEDS FOR THEIR ENTIRE LENGTH MINIMUM MORTAR COVER OF .
(. B ).
TORAGE FACILITY
RISK CATEGORY. I (AGRICULTURAL /MINORS )
13.
THE FINAL SELECTION OF ANY CONCRETE LINTEL WILL BE VERIFIED BY THE FOR AFTER TRUSS ENGINEERING AND LAYOUT PROVIDED BY ROOF AND FLOOR SYSTEM
EXPOSURE CATEGORY: B
ENGINEER
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C. FOUNDATION:
1. FOUNDATION IS DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2500 PSF. THE CONTRACTOR SHALL VERIFY THAT THE MINIMUM
BEARING CAPACITY OF 2500 PSF IS PRESENT PRIOR TO FOOTING PLACEMENT.
2. ALL FILL SHALL BE CLEAN COARSE SAND COMPACTED TO 98% BY HEAVY VIBRATORY ROLLER IN MAXIMUM LIFTS OF 8" CONFORM TO ASTM D 1557.
3. GRADING, SOIL PREPARATION AND FOUNDATION CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE GEOTECHNICAL REPORT AND THE FLORIDA BUILDING CODE 2017.
4. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS PER GEOTECHNICAL REPORT. FLOODING WILL NOT BE
PERMITTED.
5. ABANDONED FOOTINGS, UTILITIES, ECT. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED.
6. PROVIDE MIN 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN 6" AND SEALED.
E. CONCRETE:
1. CONCRETE SHALL CONFORM TO THE "BUILDING REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318 LATEST EDITION) WITH MODIFICATIONS AS NOTED IN THE DRAWINGS AND
SPECIFICATIONS.
2. DESIGN BASED ON 3000 PSI, 28 DAY STRENGTH, UNLESS OTHERWISE NOTED.
3. PROTECTION COVER (CLEAR) SHALL BE AS FOLLOWS (U.N.0):
a. CONCRETE PLACED AGAINST EARTH 3 INCHES CLEAR
b. STRUCTURAL SLABS ON GROUND - 1.5' INCHES CLEAR
c. FORMED CONCRETE WITH EARTH BACKFILL - 31NCHES CLEAR-
d. WELDED WIRE MESH (WWM) USED IN SLABS SHALL BE FULLY SUPPORTED USING CHAIR APPROVED BY THE MANUFACTURE AT MINIMUM OF 2 FOOT SPACING OR IN ACCORDANCE
WITH MANUFACTURES SPECIFICATIONS.
4. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE SECURED IN POSITIONS PRIOR TO PLACING CONCRETE
5. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT.
6. CONCRETE PLACEMENT SHALL BE PER RECOMMENDATIONS IN ACI 614,ACI 301. ACI 318 AND ACI 332.
7. SLABS ARE DESIGNED AS UN -REINFORCED PLAIN CONCRETE SLABS ON GROUND.
8. CONTRACTION JOINTS SHALL BE CUT OR TOOLED IN THE SLAB 1/3 THE SLAB THICKNESS. ALL SAW CUTS ARE TO BE MADE WITHIN 24 HOUR OF THE CONCRETE PLACEMENT.
9. CONCRETE IS PRONE TO, CRACKING AND THE CONTRACTOR TAKES FULL RESPONSIBILITY FOR ANY AND ALL CRACKS RESULTING FROM CO CRETE CONTRACTION OR WEAKENING OF
G. REINFORCING STEEL.
1. WALL BARS AND COLUMN BARS SHALL CONFORM TO ASTM A-615; GRADE 60. FOOTING BARS AND BOND BEAM BARS SHALL CONFORM TO ASTM A-615, GRADE 60.
2. BAR BENDS SHALL BE MADE COLD, IN STRICT ACCORDANCE WITH THE DRAWINGS AND C.R.S.I. LATEST EDITION. NO KINKS ALLOWED. SEE CHART FOR STANDARD HOOK SIZES.
3. REBAR LAP SPLICES ARE TO BE: CLASS "B" MINIMUM LAP LENGTH SHALL BE PER CHART UNLESS NOTED OTHERWISE. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES OR
ONE FULL AND HALF MESH, WHICHEVER IS GREATER.
4. FIELD WELDING OF REINFORCING BARS IN NOT PERMITTED UNLESS NOTED OTHERWISE
5. DOWELS BETWEEN FOOTINGS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE HORIZONTAL REINFORCING.
6. DOWELS BETWEEN FOOTING AND WALLS OR COLUMNS SHALL BE THE SAME SIZE AND SPACING OR NUMBER AS THE VERTICAL REINFORCEMENT.
REINFORCEMENT STEEL MIN REQUIREMENTS
:BAR SIZE
MIN LAP
,MIN BEND DIA.
MIN AGI HOOK
#4'
20"
3"
10"
#5
25"
3-3/4"
10"
#6 -
34"
4-1/2"
11"
H. WOOD F�RAMIOIQI
1. FRAMING LUMBER SHALL BE SURFACE DRY AND HAVE A MAXIMUM MOISTURE CONTENT WHEN USED OF 19%. ALLOWABLE STRESS REQUIREMENTS OF ALL WOOD MEMBERS SHALL
BE IN ACCORDANCE WITH THE 2001 EDITION OF THE NDS SUPPLEMENT TABLES 4A, 41D AND 5A.
2. ALL FRAMING LUMBER USED FOR EXTERIOR WALLS SHALL BE SOUTHERN PINE NUMBER 2 OR BETTER @ 16" O.C. MAX. LUMBER IN CONTACT WITH GROUND, CONCRETE, OR MASONRY
SHALt BE SOUTHERN PINE PRESSURE TREATED. ENGINEERED LUMBER SHALL BE I -LEVEL PRODUCTS OR EQUAL. TYPE, SIZE PER PLANS. FB = 3,100 PSI MINIMUM
3. WOOD STUDS FOR INTERIOR LOAD BEARING WALLS SHALL BE SPRUCE PINE FIR (SPF) OR BETTER AT 16" O.C. AND WOOD OR METAL STUDS FOR NON -LOAD BEARING WALLS SHALL
BE 24" (MAX) ON UNLESS NOTED OTHERWISE ON WALL FRAMING.
4. WALL FRAMING
a. FOR 2X4 STUD WALL PROVIDE: (1) 2X4 KING STUD AND (1) 2X4 TRIMMER AT EACH END OF (2) PLY HEADER, UNLESS NOTED OTHERWISE.
b. FOR 2X6 STUD WALL PROVIDE: (1) 2X6 KING STUD AND (1) 2X6 TRIMMER AT EACH END OF (3) PLY HEADER, UNLESS NOTED OTHERWISE.
c. ADD DOUBLE 2X STUDS UNDER BEARING POINTS OF GIRDER TRUSSES OR BEAMS, UNLESS NOTED OTHERWISE. AT MULTIPLE 2X STUDS OR TRIMMERS, USE FACE NAIL 16D
G.N. AT 8" O.C. FOR EACH, UNLESS NOTED OTHERWISE,
d. ALL BEAMS AND HEADERS, DIMENSIONAL AND ENGINEER WOOD, SHALL BE A MINIMUM OF (2) PLY UNLESS NOTED OTHERWISE.
e. ALL TOP LOADED BEAMS AND HEADERS SHALL BE NAILED WITH (3) ROWS 16D GUN NAILS OR 12D COMMON NAILS (MIN) AT 12" O.C. UNLESS NOTED OTHERWISE.
5. STUCCO INSTALLED ON WOOD FRAMED WALLS SHALL BE INSTALLED PER 2017 FBC.. FBCR, ASTM C926 AMD ASTM C1063.
6. THE FINAL SELECTION OF ANY WOOD FRAMED HEADER WILL BE VERIFIED BY THE FOR AFTER TRUSS ENGINEERING AND LAYOUT PROVIDED BY ROOF AND FLOOR SYSTEM ENGINEER.
I. PREFABRICATED WOOD TRUSSES & FLOOR JOISTS:
1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. SEE THE TRUSS ENGINEERING AND LAYOUT PROVIDED BY THE DELEGATED ROOF AND FLOOR SYSTEMS
ENGINEER.
2. TOP PLATE HEIGHTS MAY VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS.
3. TRUSS SPACING SHALL BE 24" O.C. MAX UNLESS NOTED OTHERWISE. CONVENTIONAL FRAMING SHALL BE 16 INCHES O.C. MAX UNLESS NOTED OTHERWISE.
4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE.
5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. ENSURE TRUSSES AND WALL FRAMING ARE LEVEL TO PREVENT
BOWING OR WAVING OF GYPSUM WALL AND CEILING BOARD.
6. PROVIDE BRACING AND BLOCKING PER HIB-91 IN ADDITION TO BRACING AND BLOCKING SHOWN ON TRUSS LAYOUTS PROVIDED BY THE DELEGATED TRUSS SYSTEM ENGINEER.
7. PROVIDED APPROVED MOISTURE BARRIER AT ALL CONTACT POINTS BETWEEN TRUSS / NON-P.T. WOOD AND MASONRY.
8. ROOF TRUSSES SHALL BE DESIGNED FOR A 10 PSF NON -CONCURRENT BOTTOM CHORD LIVE LOAD.
9. ALL ROOF TRUSS AND FLOOR JOIST CONNECTIONS TO BE VERIFIED AFTER TRUSS: ENGINEERING AND LAYOUT PROVIDED. BY ROOF AND FLOOR SYSTEM ENGINEER.
J. ROOFING:
1. ALL ROOF UNDERLAYMENT APPLICATIONS WILL FOLLOW 2017 FBC SECTION 1507.2.8 AND R905.2.7.
2. CONTRADICTIONS:
1. IN THE EVENT OF CONTRADICTIONS BETWEEN DRAWINGS NOTES AND THE SPECIFICATIONS ON THIS SHEET THE ENGINEER OF RECORD IS TO BE NOTIFIED IMMEDIATELY FOR
CLARIFICATION:
REVIEWED FOR
CODE COMPLIANC-
ST. LUCIE COUNT
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ING TITLE
RAL NOTES
-- - -
SCALE:
SHEET #
S 1 . _
NOTES:
1.
USE #14 SDS SCREWS AT EACH
2X6 AT 6" FIELD & 4" EDGE O.C.
FOR METAL. SHEATHING.
2.
SCREW 2X6 TO STEEL JOIST.
3.
SCREW 2X6 TO EACH PURLIN.
WITH 94) SDS25 SCREWS.
4.
USE (3) Y2" X 1 Y2" THRU BOLTS AT
EACH STEEL JOIST END PLATE
CONNECTION.
5.
USE (2) Y2" X 9" THRU BOLTS AT
EACH STEEL JOIST TO WOOD
POST CONNECTION.
6.
COLLAR TIE BOLTS TO BE Y2" X 13"
X 1" MACHINE BOLTS, (2)
REQUIRED AT EACH END.
7.
REQUIRED BOLTS AND SDS
CREWS ARE SUPPLIED BY THE
MANUFACTURE.
8.
SOIL FLOOR UNLESS OTHERWISE
NOTED.
9.
ALL WOOD TO BE PRESSURE
SOUTHERN PINE NO.1 TREATED
UNLESS OTHERWISE NOTED.
10.
TYPICAL RAT RUNNERS
FASTENED TO THE 16 GA
BUCKETS WITH (4) SDS SCREWS
(2 EACH SIDE). THE BUCKETS ARE
WELDED TO THE STEEL JOISTS.
MAX 10' O.C.
11.
AUGURED CONCRETE
FOUNDATION BY THE
CONTRACTOR
11.1.
18" DIAMETER X 4' DEEP
FOR WINDZONES 120-139
MPH
11.2.
24" DIAMETER X 4' DEEP
FOR WINDZONES 140-159
MPH
11.3.
36" DIAMETER X 4' DEEP
FOR WINDZONES160-180
MPH.
11.4.
12" DIAMETER X 4' DEEP
INTERIOR POSTS
12.
REQUIRED BOLTS AND SDS
SCREWS ARE SUPPLIED BY THE
MANUFACTURE.
13.
VARIOUS FLOORING PER CLIENT;
NOT SUPPLIED BY MANUFACTURE.
14.
OWNER AND/OR CONTRACTOR TO
CHECK LOCAL BUILDING CODES
AND SETBACKS BEFORE
STARTING CONSTRUCTION.
15.
ALL WOOD POSTS TO BE GROUND
CONTACT LUMBER RATED.
16.
CONCRETE SLAB:
16.1.
6" SLAB RATED FOR
VEHICLE LOADING.
16.2.
4" SLAB RATED FOR
OCCUPANCY LOADING
APL LIST
APL #
DESCRIPTION
FL 9555-R4
26 & 29 GA PBR PANEL
FL 23507
THERMA-TRU TRADITIONS
AND PROFILES STEEL
DOORS
FL 14039-R5
4712/4812 SINGLE HUNG
FL 8888-R5
203 WINDLOCK
COMMERCIAL SHEET DOOR
GALVALU M E
METAL ROOFING
0
14 GA. PURLIN CLIP
METAL TRUSS -SEE
SPECIFICATIONS-
0
PURLIN CONNECTION
FOUNDATION
PLANS
(1)-#9X1 1/2" WOOD SCREW
W/WASHER, 2 PER FLAT ON
LAST SHEET.
2X6" SOUTHERN YELLOW
PINE ROOF PURLINS
24" ON CENTE \.
(2)-#9X1 1/2" SCREWS ON
EACH SIDE OF THE CLIP.
NTS
1�
2110120142
UZM14
11 BOLTS ARE ON
A 6• SPREAD.
� 'WOOD POST (TYP.)
FOUNDATION
PLANS
2-1/2 DIA. CARRIAGE BVOLTS
NOTES
STEEL
TRUSS
I�
1. SCREW
2X6"
TO EACH PURLIN
WITH
4 - SDS25 SCREWS.
" NOTE
NO.NO.
ON SHEET 2
2 USE
//3
TO
BOLT
EACH STEELJOIST
6"X6"
POST
CONNECTION.
NOTE
NO. 5
ON SHEET 2
USE (2�
1 /2"O
X 9" CARRIAGE
TO
L3 "X 2 "X 3 / 8 "
BOLTS
H U
EACH STEEL JOIST
8"X8"
POST
CONNECTION.
NOTE
NO. 5
ON SHEET 2
POLE TO TRUSS CONNECTION
NTS
WOOD POST (TYP.)
TRUSS TO POLE CONNECTION (TOP VI
REVIEWED 0?JR
CODE COMPLIANCE
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DRAWING TITLE
TYPICAL SECTIONS
SCALE: N/A
SHEET #
S -2
NOTES:
1.
USE #14 SDS SCREWS AT EACH
2X6 AT 6" FIELD & 4" EDGE O.C.
FOR METAL. SHEATHING.
2.
SCREW 2X6 TO STEEL JOIST.
3.
SCREW 2X6 TO EACH PURLIN.
WITH 94) SDS25 SCREWS.
4.
USE (3) %2 X 1 %2 THRU BOLTS AT
EACH STEEL JOIST ENDPLATE
CONNECTION.
5.
USE (2) %" X 9" THRU BOLTS AT
EACH STEEL JOIST TO WOOD
POST CONNECTION.
6.
COLLAR TIE BOLTS TO BE %2 X 13"
X 1" MACHINE BOLTS, (2)
REQUIRED AT EACH END.
7.
REQUIRED BOLTS AND SDS
DBYT E
RE H CREWS A SUPPLIED
MANUFACTURE.
8.
SOIL FLOOR UNLESS OTHERWISE j
NOTED.
9.
ALL WOOD TO BE PRESSURE
SOUTHERN PINE NO.1 TREATED
1
UNLESS OTHERWISE NOTED
10.
TYPICAL RAT RUNNERS ,
FASTENED TO THE 16 GA ,
BUCKETS WITH (4) SDS SCREWS
(2 EACH SIDE). THE BUCKETS ARE
WELDED TO THE STEEL JOISTS.
MAX 10' O.C.
11.
AUGURED CONCRETE
FOUNDATION BY THE
CONTRACTOR
11.1.
18" DIAMETER X 4' DEEP
FOR WINDZONES 120-139
MPH
11.2.
24" DIAMETER X 4' DEEP
FOR WINDZONES 140-159
MPH "
11.3.
36" DIAMETER X 4' DEEP j
FOR WINDZONES160-180
MPH.
11.4.
12" DIAMETER X 4' DEEP 36'
1
INTERIOR POSTS
12.
REQUIRED BOLTS AND SDS
SCREWS ARE SUPPLIED BY THE
MANUFACTURE.
13.
VARIOUS FLOORING PER CLIENT,
NOT SUPPLIED BY MANUFAC T URE
14.
OWNER AND/OR CONTRACTOR TO
CHECK LOCAL BUILDING CODES
AND SETBACKS BEFORE
STARTING CONSTRUCTION.
15.
ALL WOOD POSTS TO BE GROUND
CONTACT LUMBER RATED.
16.
CONCRETE SLAB:
16.1.
6" SLAB RATED FOR
VEHICLE LOADING.
16.2.
4" SLAB RATED FOR
OCCUPANCY LOADING
— / 1
X6, POST _
NOTE
11.2
I
'I I
— — — — _ - 1
�'— X6 POST — X6 POST
NOTE I NOTE
i
11.2 11.2
I I
6X6 POST
NOTE
11.2
6X6 POST
NOTE
11.2
SOIL FLOOR
NO SLAB
6X6 POST
NOTE
11.2
I
— — — / I
- X6 POST
NOTE
11.2
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
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ri NOTES:
III II
4
1. USE #14 SIDS SCREWS AT EACH
2X6 AT 6" FIELD &'4" EDGE O.C.
m
FOR METAL. SHEATHING.
.2. SCREW 2X6 TO ST
EEL JOIST.
I 32_g
3. SCREW 2X6 TO EACH PURLIN.
b WITH 94) SDS25 SCREWS. ,
4. USE (3) %2 X 1 /2' THRU BOLTS AT 1,_91„ 29. 1,; 1'--2„
z
EACH STEEL JOIST END PLATE
r,
CONNECTION. 2X6 RIM JOIST
5. USE (2) %2' X 9" THRU BOLTS AT
EACH STEEL JOIST TO WOOD
POST CONNECTION.
6. COLLAR TIE BOLTS TO BE%2' X 13
A X 1" MACHINE BOLTS, (2)
REQUIRED AT EACH END:
7. REQUIRED BOLTS AND SIDS
CREWS ARE SUPPLIED BY THE I 1DGE LINE
MANUFACTURE. PICAL TRUSS (PRE FABRICATED
8. SOIL FLOOR UNLESS OTHERWISE EE SHOP DRAWINGS)
NOTED. 1'
I
I I
I
9. ALL WOOD TO BE PRESSU
RE
I
SOUTH
ERN PINE NO.1 TREATED
I
UNLESS OTHERWISE NOTED
10. TYPICAL RAT RUNNERS
FA
STENED
NED O T THE
96 GA BUCKETS WITH O 4 SIDS SCREWS
1
(2 EACH SIDE). THE BUCKETS ARE
WELDED TO THE STEEL JOISTS.
MAX 10' O.C.
11. AUGURED CONCRETE
FOUNDATION BY THE
CONTRACTOR X6 PURLI S AT 124 O.C.
\11 PICAL TRUSS PRE FABRICATED
11:1. 18" DIAMETER X4 DEEP AND PAT UNNERS PER EE SHOP DRAWINGS)
FOR WINDZONES 120-139 TRUSS SH !P DRAWINGS
38 -8"
MPH I
I ,
11.2. 24" DIAMETER X 4' DEEP
FOR WINDZONES 140-159 DETAI C
MPH
11.3. 36" DIAMETER X 4' DEEP
i II � it
FOR WINDZONES160-180
I
MPH. I
11.4. 12" DIAMETER X 4' DEEP -
INTERIOR POSTS
INTER I
I
i I i
I L i
i
12. REQUIRED BOLTS AND SDS
i
SCREWS ARE SUPPLIED BY THE
I
MANUFACTURE. I
I { I4
13. VARIOUS FLOORING PER CLIENT, "
NOT SUPPLIED BY MANUFACTURE PICAL TRUSS (PREFABRICATED
SEE SHOP DRAWINGS)
14. OWNER AND/OR CONTRACTOR TO
CHECK LOCAL BUILDING CODES 1
AND SETBACKS BEFORE �I
I i I I I I
STARTING CONSTRUCTION.
ND II
L WOOD POSTS TO BE GROUND
15. AL �
I �
I
CONTACT LUMBER RATED.
I
16. CONCRETE SLAB:
16.1. 6" SLAB RATED FOR
IRI
VEHICLE LOADING. j
16.2. 4" SLAB RATED FOR
OCCUPANCY LOADING
2X6 RIM JOIST
TYPICAL TRUSS (PRE FABRICATED
SEE SHOP DRAWINGS)
*WOOD
""
NOTES
1. SCREW 2X6" TO EACH PURLIN
WITH 4 — SDS25 SCREWS.
3" NOTE NO. 3 ON SHEET 2
2. USE 2 1//2"O X 7" CARRIAGE
BOLT HI U EACH STEEL JOIST TO
N 6'X6" POST CONNECTION.
NOTE NO. 5 ON SHEET 2
m) USE 2) 1/2"0 X 9" CARRIAGE
BOLT THRU EACH STEEL JOIST TO
8' X8' POST CONNECTION.
NOTE NO. 5 ON SHEET 2
TYPICAL TRUSS TO POST CONNECTION
NITS
2X6" SOUTHERN PINE
RAT RUNNER INSTALLED
PER TRUSS SHOP DRAWING
0
O ; O
FA
�„ 1
�� 2) #9 - 15 1.5" HWH TRUGRP SCREWS
'EACH SIDE OF THE CLIP
RAT RUNNER CONNECTION TS
D REVIEWED �OR
CODECOMPLIANCE
ST. LUCIE'COUNTY
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rALVALUME ROOF
I TOP OF RIDGE4
TOP OF POST
12'-Q)*-
TOP OF Rin(-.Fdk
16' 4 Y"
TOP OF POT
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GROUND ELEVATION 41L-
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RIGHT VIEW
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1'-9Y" -
16 GA. BUCKETS FOR 'PURLINS
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16 GA. PURLIN CLIP
VIEW OF PURLIN CUPS 2 —�
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A51Y 81J
L 2' X r X .25'
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COI1M DE
A5111 513
L 2' X 2' X .25'
MS
TOP CHORE
ASTM 513
(2) L 2' X 2' X .25'
Y4
BOTRDS CHORD
ASM 513
(2) L.2' X 2' X .25'
MS
CENTBt MRTICAL
ASTY M3
L Ir X r X.2r
Me
END HNBCAL
AGRA 513
L 1r X r X .25'
MT
BEARING ARGUE
ABTY 513
L r X r X.3Ir
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A 513
L 1.5' X IA' % el,'
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7
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16" STEEL JOISTS I 2"
2
LEGEND
" — MEANS 1 /4" BEAD WELD
4
4 MEANS 1/4" BEAD WELD
1 D ON EACH SIDE OF THE
PURLIN CLIP.
® RAT RUNNERS INSTALLED AT FIRST WEB
OPENING CLOSEST TO RIDGE AND
CENTER OF EACH TRUSS OR 1O' O.C.MAX
SPLIT EVENLY.
STEEL SECTION TABLE UP TO 24' (MDE BUILDINGS
NI
ELEMENT
M IERIAL
DESd8PMON
Y1
ANGUZ BION
WRJ 513
L Lr X IXX .18)r
N2
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A 513
L 1.5' X 1X %.I5J5'
Y3
TOP CNm
A M3
(2) L 1.5 X t.r X .lWr
YA
80T10Y CHOOSE
A M3
(2) L 1$ X 1.5' %.1875-
Y5
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A51Y 513
L tr X 1.5' X .18ri'
YB
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L 18' z Y z .18T3'
Y)
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A51Y 513
L r %
M8
DIAGONAL M
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L 1.25' X 1.2r X .125'
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