HomeMy WebLinkAboutAPPROVED REVISION - PLANS 24x60 Kim Sparacio 9-15-21 24' 'x 60 OPEN POLE
Kim S aracio M
STRUCTURE
18001 Wagon Wheel Ln, Port St. Lucie, FL 34987 ►-�
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1.ALL CONSTRUCTION SHALL COMPLY WITH 2O20 FLORIDA BUILDING CODE 71h EDITION
45^
ULTIMATE WIND SPEED: 143 BUILDING COMPONENTS&CLADDING LOADS
NOMINAL WIND SPEED: 108 27A MEAN BUILDING HEIGHT=30.0', EXPOSURE"C"
WIND EXPOSURE CATEGORY: C 7" ROOF ANGLE 7^TO 27A
RISK CATEGORY 1 °"
LU
INTERNAL PRESSURE COEFFICIENT Gcpi=+/-0.0 0 LU Vult Vult Vult Vult
DESIGN PRESSURE PER FBC CHAPTER 16 N a 110 MPH 120 MPH 130 MPH 140 MPH
DESIGN ROOF LIVE LOAD=20 PSF 1 10 12.0/-19.9 14.9/-23.7 17.5/-27.8 20.3/-32.3
DESIGN ROOF DEAD LOAD =3.5 PSF 1 20 11.4/-19.4 13.61-23.0 16.01-27.0 18.5/-31.4
MIN SOIL BEARING 2500 PSF 1 50 10.0/-18.6 11.9/-22.2 13.9/-26.0 16.1/-30.2
TRUSS BEARING LOAD EACH END=4600 LBS o 2 10 12.51-34.7 14.91 41.3 17.51 48.4 20.3/-56.2
TRUSS UPLIFT @ POST=2880 LBS 2 20 11.4/-31.9 13.6/-38.0 16.0/-44.6 18.5/-51.7
2 50 10.0/-28.2 11.9/-33.6 13.9/-39.4 16.1/-45.7
1. WOOD FRAMING AND FASTERNERS TO MEET NDS-2018 REQUIREMENTS 0 3 10 1z.5/-51.3 14.9/-61.0 17.5/-71.6 20.3/-83.1
2. FASTER REQUIREMENTS: (1) ( )ALL NAILS ARE COMMON GALVANIZED; 2 ALL BOLTS ARE TO BE GALVANIZED STEELAND INCLUDE 3 20 1147.9 13.6/-5 16.0/-67.0 16.5/-77.7
3 50 10.0.0/-43.5 11.9/-51.1.8 13.9/-60.8 16.1/-70.5
NUTS AND WASHERS;AND (3)ALL OTHER HARDWARE (SIMPSON, ETC) IS TO BE INSTALLED ACCORDING TO MANUFACTURER'S Nichola Lr
SPECIFICATIONS AND RECOMMENDATIONS. NAILING (SIZE AND NUMBER)SHALL SATISFY TABLES 2306.2. (1)AND 2306.3(#) FBC 4 10 21.8/-23.6 25.9/-34.7 30.4/-33.0 35.3/-38.2 p
UNLESS OTHERWISE INDICATED. NOTE: EASTERNERS EXPOSED TO THE WEATHER ARE TO BE TREATED FOR WEATHER 4 zo zo.s/-zz.s 24.7/-26.9 29.0/-31.6 33.7/-36.7 s P. O
4 50 19.5/-21.3 23.2/-25.4 27.2/-29.8 31.6/-34.6 r
RESISTANCE AND COMPATIBLE WITH THE TYPE OF PRESSURE TREATED WOOD USED CONNECTORS, NAILS, BOLTS, NUTS AND WASHERS Q Geisler o
( ) 5 10 21.8/-29.1 25.9/-34.7 30.4/40.7 35.3/-47.2 Digitally igned by:Nicholas P.Geisler
DN:CN Nicholas P.Geisler email=
5 20 20.8/-27.2 24.7/-32.4 29.0/-38.0 33.7/-44.0 npgeisle 7@gmail.com C=US O=Nicholas P.
2. CONCRETE CONSTRUCTION NOTES: 5 50 19.51-24.6 23.2/-29.3 27.21-34.3 31.6/-39.8 Geisler
Date:202 09.15 17:23:27-05'00' Q
1. CONCRETE WORK SHALL CONFORM TO"BUILDING CODE REUQIREMENTS FOR REINFORCED CONCRETE" ACI-318 ANDE HEIGHT&EXPOSURE ADJUSTMENT COEFFICIENTS
( ) FOR BUILDING COMPONENTS&CLADDING
"SPECIFICATIONS FOR STRUCTURAL CONCRETE" (ACI-301), LATEST EDITION
2. CONCRETE MIX SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS.ALL CONCRETE MIXES SHALL CONTAIN A BLDG EXPOSURE EXPOSURE EXPOSURE
WATER-REDUCING ADMIXTURE CONFORMING TO ASTM C-494.AIR-ENTRAINING ADMIXTURE SHALL CONFORM TO ASTM C-260 HEIGHT "B" "c" "D"
15 1.00 1.21 1.47 0
20 1.00 1.29 1.55 M
CONCRETE MIX 25 1.00 1.35 1.61
30 1.00 1.40 1.66 0
ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS 3000 PSI
SLUMP RANGE 4"+/- 1" Z U "q
MAXIMUM AGGREGATE SIZE 1" Q) NO
PAGE INDEX&REVISIONS SCHEDULE:
ENTRAINED AIR NONE DRY WEIGHT PER CUBIC FOOT 150# DATE: PAGE#: PAGE DESCRIPTION REVISION DATE:
Wednesday,September 15,2021 1 WINDLOAD&SPECS MEN
Wednesday,September 15,2021 2 FOUNDATION n/
3. SHOTCRETE MIX Wednesday,September 15,2021 3 ROOF FRAMING N J LL
4.ALL CONCRETE SHALL BE CURED FOR A MINIMUM OF 28 DAYS. IF FORMS FOR VERTICAL SURFACES ARE REMOVED PRIOR TO THE END OF Wednesday,September 15,2021 4 BUILDING SECTION Q :) W v
THE CURING PERIOD, SPRAY SURFACES WITH LIQUID MEMBRANE CURING COMPOUND Wednesday,September 15,2021 5 TRUSS SECTION J Q J W �,
5. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 40 (Fy=40 ksi). LAP CONTINOUS BARS FOR TENSION LAP SPLICE Wednesday,September 15,202 66 TRUSS DETAILS 00.
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PER ACI-318, UNLESS OTHERWIE NOTED. PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL WALL REINFORCEMENT. = W =
COVER FOR CONCRETE REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI-318, PARAGRAPH 7.7 Z 0 0 ci
6. WELDED WIRE FABRIC (WWF)SHALL CONFORM TO ASTM A185. LAP SHEETS TWO MESH SPACES AND WIRE TIE ADJACENTS SHEETS Q z
TOGETHER SECURELY. CUT ALTERNATE REINFORCEMENT AT CONTROL JOINTS
7.ALL SLABS ON GRADE SHALL HAVE CONSTRUCTION OR CONTROL JOINTS NOT TO EXCEED 15-0"SPACING, UNLESS OTHERWISE NOTED.
8. ELECTRICAL CONDUIT AND OTHER PIPES TO BE EMBEDDED IN STRUCTURAL CONCRETE FLOOR SLABS OR WALLS SHALL BE PLACED IN ACCORDANCE
WITH THE REQUIREMENTS OF ACI-318, PARAGRAPH 6.3
Wednesday, September 15, 2021
24' 'x 60 OPEN POLE
Kim S aracio M
STRUCTURE
18001 Wagon Wheel Ln, Port St. Lucie, FL 34987 ►-�
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12'-0" 12'-0" 12'-0" 12'-0" 12'-0"
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18"round x 48"deep I ■
footing w/#5 rebar I I I ■
6x6 pressure treated I drilled thru post each way I I I I ■_ r M
wood posts(ground contact) I at 4"o.c in bottom of post.
I Post will be set on 4"bed IMEN
' of#5 gravel rock.
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Wednesday, September 15, 2021
24' x 60' OPEN POLE (�
Kim Sparacio
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STRUCTURE
18001 Wagon Wheel Ln, Port St. Lucie, FL 34987 ►--,
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Wednesday, September 15, 2021
24' 'x 60 OPEN POLE
Kim Sparacio
M
STRUCTURE
18001 Wagon Wheel Ln, Port St. Lucie, FL 34987 ►-�
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Galv.ridge cap Q oo
2"x 6"#2 PT SYP purlins °O w
@ 24"max spacing
3-1/2"Dia.thru bolts 3 0
29ga metal roofing attached in thru 5/8"dia.hole(typ) /� oo `n
accord with mfr.specifications 12 �.�L.� .0 w
FL#9555.5R4 3
L 1-1/2"x 1-1/2"x 3/16"collar tie
attached w/2-1/2"dia thru bolts
nut&washer @ each end
See sheet 2&5
for post&footing
sizes Truss details
(see sheet 5&6)
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Finish grade Finish grade ■ Q) NO
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#5 X 12"Rebar bars M E N
^ �� ^ > each way(typ) V) J H
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4"(TYP) O d �_ ~ U
w= = m
POLE BARN CROSS SECTION "8' Z " a
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Wednesday, September 15, 2021
24' 'x 60 OPEN POLE
Kim S aracio M
STRUCTURE
18001 Wagon Wheel Ln, Port St. Lucie, FL 34987 ►-�
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96„(typ) o �, w
3-1/2"Dia.thru bolts
4"wide x 4"x 2"14ga. thru 5/8"dia.hole(typ)
purlin connector
Perlin c
onne
24 spec, ctor
L 1-1/2"x 1-1/2"x 3/16" p)
top chord(typ)
L 1-1/2"x 1-1/2"x 3/16"
welded to truss(typ)
L 1-1/2"x 1-1/2"x 3/16"collar tie
L 1-1/2"x 1-1/2"x 3/16" attached w/2-1/2"dia.thru bolts
bottom chord(typ) nut&washer @ each end pia8o
pane/p web
L 1-1/4"x 1-1/4"x 1/8" 24 spaoInts
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diagonal&vertical chord(typ) (tY,o)
W/L 1-1/4"x 1-1/4"x 1/8"nested
into&welded(typ) O
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2-1/2"dia.carrage thru bolts ti
with nut&washer(typ) O
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STEEL TRUSS CROSS SECTION
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1. MATERIALS SHALL CONFORM TO STEEL ASTM 513 ■ '�?
2.ALL STEEL SHALL BE 50KSI IN ACCORD WITH CURRENT AISC MANUAL. MEN
3.WELDING ELECTRIODES TYPE E70XX
4.ALL WELDING SHALL BE IN ACCORD WITH CURRENT AWWA REQUIREMENTS N J W
5.ALL WELDING SHALL BE DONE BY A CERTIFIED WELDER. Q W ()
J J 6. BOLTS SHALL BE ASTM A325.w/NUTS&WASHERS(TYP) LV
7.WELD STRENGTH 70 KSI MIN. Od 0
8.ALL POST SHALL BE PRESSURE TREATED GROUND CONTACT. = in = t0
9. PRIMING&PAINTING SHALL BE DONE BY TRUSS MANUFACTURER.
10. MIN EDGE DISTANCE FOR BOLTS HOLES SHALL BE 3/4"MIN. V C7 V
11. MAX TRUSS SPACING SHALL NOT EXCEED 12'-0" Z ci
12.THE DESIGNER DISCLAIMS ANY RESPONSIBILITY FOR DAMAGES AS A RESULT OF Q z
POOR WORKMANSHIP,OR IMPORPER USE,AND ACCEPTS NO RESPONSIBILTY OR
EXERCIESES NO CONTROL WITH REGUARD TO FABRICATION, HANDLING,AND INSTALLATION
OF TRUSSES.
5
Wednesday, September 15, 2021
24' 'x 60 OPEN POLE
Kim Sparacio
M
STRUCTURE
18001 Wagon Wheel Ln, Port St. Lucie, FL 34987 ►-�
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4"wide x 4"x 2"14ga.
purlin connector r r 7
24urlin c0ry ^ w Z
29ga metal roofing attached In L 1-1/2"x 1p1/2"x�tYP') spaci 9 actor 1-1/2"x 1-1/2"x 3/16"x 16"
to chord
accord with mfr. specifications " (tYp� L 1-1/r'x 1-1/r'x 3/16°
FL#9555.5R4 nested into&welded to w
L 1-1/4"x 1-1/4"x 1/8" 1"1/8"TYP bottom chord for 40ft+trusses 4"wide x 4"x 2"14ga. ^\ r�^� op Q
diagonal&vertical chord(typ) rat run connector con - z
W/L 1-1/4"x 1-1/4"x 1/8"nested 1"1/8"T P
into&welded(typ) Q � 0
3/16"TYP L 1-1/4"x 1-1/4"x 1/8" W � N w
2"x 6' #2 PT SYP purlins 1-1/2"3/16"TYP diagonal&vertical chord(typ)
@ 24"max spacing L 1-1/2"x 1-1/2"x 3/16"' 1/8^ 1" W/L 1-1/4"x 1-1/4"x 1/8"nested I 3 00
bottom chord(typ) TYP into&welded(typ) /�/ 00
rn
L 1-1/2"x 1-1/2"x 3/16' L 1-1/2"x 1-1/2"x 3/16"collar tie] ^W o F;j
horizontal br attached w/2-1/2"dia.thru bolts 1" 3/16"'
p;a nut&washer @ each end TYP
gOnal 3/16 L 1-1/2"x 1-1/2"x 3 6"
eb
-14"anelPoints TYP vertical
spacin �
(type 9 16,.
�2- 1/2"dia. carriage thru bolts COLLAR TIE SECTION
w/nut&washer to match
TRUSS END SECTION
6x6 pressure treated
wood posts(ground contact)
�0 TYP 3/16" 1"1/8"TYP 244r/in cOry 3"
1"1/8"TYP spacing actor 4"wide x 4"x 2"14ga.
typ) purlin connector C/L L0
1"1/8"TYP 3" O
L 1-1/2"x 1-1/2"x 3/16"' L 1-1/2"x 1-1/2"x 3/16"
vertical center chord TYP 3/16" 1 1/8 P top chord(typ) C)
TYP 1/8" 1" thru 5/8"diathole(typ) O
L 1-1/4"x 1-1/4"x 1/8"
diagonal&vertical chord(typ)
Min 3000 psi oa W/L 1-1/4"x 1-1/4"x 1/8"nested Q
9ona/ into&welded(typ)
concrete pane/ into
24,.Spa°`"tS
1"1/8" YP L 1-1/2"x 1-1/2"x 3/16"
CENTER RIDGE SECTION
n
typ) g
bottom chord(typ)
A 6 1l1
4"wide x 4"x 2"14ga.
rat run connector M
3
#5 X 12" Rebar bars oo V,
each way(typ)
TRUSS CENTER SECTION M
4" (TYP)
■■■
2-1/2"dia.carrage
3' bolts(typ) Cl) J -0
#5 GRAVEL 2"x 6"#2 SYP 14ga purlin 2"x 6"#2 SYP � = W U �
1 g (1" rock max) w/2-#12 fascia attached connector purlins attached to connector J J iiL
x 3-1/2"screws w/4-#10 la screws
16" O a (n U
6x6 pressure treated �=1 W = Ed
V
wood posts(ground contact) U
V Q
Truss details Z U
(see sheet 5&6) Q Z
POST & FOOTING SECTION POST TO TRUSS CONNECTION
PURLIN CONNECTION SECTION 6
Wednesday, September 15, 2021