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BRACED ROOF PURLIN OVERALL REVISION DATE
FASTENED TO BAR JOIST
: BRACED PURLIN -
AND BEARING TABFASTENED TO BAR JOIST 2q DECEMBER4,'2019
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FASTENED TO COLUMNS .:t-,.,. , -� IS 48 ALL POSTS MUST BE SECURED LJ Q
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PER DESIGN I �PER ENGINEERS DIRECTION OR DETAILS - . j-.
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THE LEAN-TO FASTEN TO PT POST ALL BAR JOISTS PAINTED
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W * STEEL BAR JOIST POSITI N �'-,„, FASTEN W/ (2).#12-14 X 1-1 /4 W/ (2) #12-14 X 1-1/4" TEK SCREWSi FASTENED TO W W
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WASHER ASSEMBLY INTO POST 71 Q
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A RV/ P RT PLAN VIEW _
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W m $-� SCALE; 1/4"-1' U" Porcav
6X6 PT POST OF 'GER J W m
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b' EAVE STRUT Z
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O � � � _ FOR SPANS UP TO 14' BAR JOIST SHALL BE 12 - rx - O W Q W
4'0" ;S/8 X 7. WEDGE ANCHOR AND FOR SPANS UP TO 20' BAR JOIST SHALL BE 18 �' '- Cr__ _
I 12 0 25" PRE -DRILLED W/ "I WASHER ASSMY. w ' d_ C/D � �
"� HOLES FOR (4) xm Q
Q i ' _a'p„ VARIES 2" SQUARE 14 GA TAB WELD€D TEK SCREWS INTO 2 IW
LL LlJ PURLINS ,. (4
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W PURLIN CLIPS „ :(4) AB ROUND HOLES {NP)
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MUST BE SECURED
DEPTH W
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TEKSCREWS CONT TYP :\ I I I � Z
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TOP AND
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E OPTIONAL OLE MOUNTING DETAIL
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MONOSLOPE. RV PORT MUST
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NATURAL GROUND
NOTE:
GENERAI
NOES
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MONOSLOPE RV PORT MUST
P 1 STEEL POSTS USE 8X8 T POSTS OR 6X6 X 3/ 6
INSTEAD OF BOLTS WITH WASHER AND
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SUBSTITUTED.
Nuis MAY BE sussllTureD.
NUTS
1,5. X 1.5 STEELANGLE
A
1, ALL CONC SHALL P.S.I T DAYS.
A BETE WORK HA L BE 3,000 A 28
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2: MINIMUM SOIL BEARING SHALL BE ASSUMED AT 2,000 P;S.F,
3.- 1L CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE
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ST EL 1ST'
BARJO
MIDDLE JOISTS
`.WITH THE FLA: BLDG. CODE 2017 bTH EDITION AND ASCE
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IYPRV.PORTCONSTRUCTION '.
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7 lA WIND CODES FOR AN ULTIMATE WIND SPEED OF 140 MPH AND GREATER.
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EMBEDMENT DEPTH
:SHOWN MIN POST EMBEDMEN .� ..
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THESE PLAN INCLUDE DESIGN F R LL WIND
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IS 48 MUST BE SECURED W CONC :c-.-
PER
'. PER ENGINEERS DIRECTION OR DETAILS
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X 3A BOLT, NUT
'
SPEEDS UP TO AND INCLUDING 160 MPH ULTIMATE WIND SPEED.
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ASSMY FASTENEDTO 2 WELDED TAB
ON BAR JOIST
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X 3 4 BOLT WASHER AND NUT
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ALL SIDING D ROOFING TO MINIMUM OF 29 GAUGE
4 AN
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CH T : COLUMNS U ,S S. SHOWN AND CONSIDERED „O
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MONOSLOPE OPTION
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BE A N. F
BE A MIN. OF 3 SPAN
FOR ZONE LOCATIONS SEE FBC FIGURE 160 (c . THE
5 A 9
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SC E' TS
BRACING NOTES
1: STEEL BARGING SHALL BE ADDED TO ALL INTERMEDIATE BAR JOISTS.
Twos cE SHALL BEADDED TO EACH HALF of THE BAR
d n: 1_ u
:VALUE OF a SHALL BE 3 0, FOR ZONE LOADING SEES
COMPONENTS AND CLADDING LOADING CHARTS THIS SHEET
COMPONENTS AND CLADDING =C, c I=0.00 p en
PRESSURE PSF
VELOCITY
Z NE
ULTIMATE
ROOF
WALLS
140 MPH
-174
- -47,B
-54.3
+18.4
:-25.1
+18.4
-26.1
150 MPH
-19.9
5549
-62.3
+21,2
-28,9
+212
-289 ,
160MPH
-22.7
-62 4-70,9
`+24.1
-32.6
COMPONENTS AND CLADDING a =C; c i=+/-0.18 Enclosed
PRESSURE SF
VELOCITY
ZONE
ULTIMATE
ROOF
WALLS
140 MPH
-21.3
-51 J
-28.7
+22.1
-28.7
150 MPH
2
44160
-59.3+22.3
-32.9
+22.3
-32.9
MPH
27 8
-67.5+28.9
t52+22.1
-37.4
+28 9..
-37.4
170 MPH
30 6
' _74.3
+31.8
-41.1
+31.8
-41 1
COMPONENTS AND CLADDING =C, c 1-+/-0.55 Pallid)
Enclosed
PRESSURE SF
VELOCITY
ZONE
ULTIMATE
ROOF
WALLS
140 MPH
-29.3
-59 7 -
-66.3
+30.2
-36.7-
+30.2
-36.7
150 MPH
-337
-68 6
-76.1
+34.7
-42.1'.
+34.7
-42.1
160MPH.
383 r
S d8.0
-86.5
+39,4
-47.9
+39A.-
-47.9
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$- AL N 2. A JOISTS,
RA s 6. DESIGN LOADINGS; v 2 Q Q
QQ
JOISTS, 8 FEET ON CENTER
b' /� DEAD LOAD = 8 PSF a = z
F BRACING DETAIL ROOF LIVE LOAD - 20 PSF 2 0
WIND LOAD = PER TABLE ��j Opp Lu F
w 8" x 8" PT POST B" x 8" PT POST 7, DOOR AND WINDOW DATA: SEE TABLE THIS SHEET. - W
= NATURAL GROUND NATURAL GROUND OR 6" X 4" PT POSTS OR 6" X 6" PT POSTS $- SCALE: NTS 8. ALL WINDOWS AND MAN DOORS MAY USE 1 /4"X1 " LONG L _
- ,- _ ~
TEK SCREWS IN LIEU OF THE WOOD SCREWS WHEN IEWED 1=
\ � \ \ \ \ REV Q
\ \ : i \ \ \ r \ 3000 PSI CONC W _� H \ \ \ \ }\. /
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\ \ FOLLOW THE / FIBER MESH aEINF. OR CONNECTING THE UNITS TO METAL FRAME, LL
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CODE
OR LOCATING CONNECTORS.
#SarrzNORMnL MANUFACTURERS SPECIFICATIONS F A
\ \
EVE 72 TYP..
-
\ •. - . - . TYPE OF CONSTRUCTION TYPE II B
/ 12 5 BAR PT POST ....,... ...... .. , / 18 #5 BAR THROUGH PT POST .1 ST
% .,. ... .. .. ,;.. .. / BUILDING CATEGORY II AY 2 i
`/ / .. ...... .. ...... .. _. .. � 15 ABOVE BOTTOM OF POST - / /-...... , .......... ..�..... _...... � T 5 ABOVE BOTTOM OF POST '.. o -. o v o M
STEEL POSTS HALL HAVE WELDED \\ .. .. .. .. STEEL POSTS SHALL HAVE WELDED .. o .._ ))
EL P s � _ .. o _ 10. ADDITIONAL BRACES REQUIRED ONLY R�6"1UIRED WITH WIND. SPEEDS BOCC
, ,.°..:, -.... ..... _ ,.2)#S BARS CONT
o BARBAIIACHED ": 1 o. ,... , _ Ittm o BARS ATTACHED ..... ,.. �. MwNTAIN 3 COVER -o - .... o .Perm 9
o H OR S CALLED OUT ON PLANS. County,
... _. : -., CKFILL HOLE W CLEAN .... _ 1. o ..
" . GREATER THAN OR EQUAL TO 150 MP A A LA Lucie
BACKFILL HOLE W CLEAN BA / o o o .. o v
/ Z o`
z _ 11: ALL WELDS ARE CONTINUOUS WELDS DONE AT THE FACTORY:
COMPACTED SOIL - •..'. �: , • .:: r � . "� COMPACTED SOIL ABOVE CONC .. . >. . , • .• . ;. °...:. ° M ': ,. o , , o °
' ABOVE CONC , . I v
m roN I
3,000 PSI COMPRESSIVE `'' -
. �•, v
-- -
STRENGTH:... :. ,':'^ .:::° .. • >;: 6 MIL BARRIER
ED BOILI DESIGN STATEMENT.
=. CONC.OR:STRONGER • • , ...'' ...'. „- 3,000 PSI COMPRESSVE . ' p
.. -- STRENGTH ..-° .:: . •- >'., : •,•-.> .... o... ° . l..vOVER TERMITE 1 SHEET. NO.
12" MIN. 12 #5 BAR THROUGH PT POST : CONC OR STRONGER 18" MIN. 18" #5 BAR THROUGH PT POST THESE PLANS WERE DESIGNED FOLLOWING THE 2017 6TH EDITION
6" ABOVE BOTTOM OF POST _ ___ : 6" ABOVE B07TOM OF POST: O
IF 24 STEEL POSTS SHALL HAVE WELDED -- 36 STEEL POSTS SHALL HAVE WELDED CONCRETE NOTE 16" FLORIDA BUILDING CODE AND ASCE 1-10:INCLUDING CHAPTER 16 ON
:. BARS ATTACHED BARS ATTACHED` 1 THIS
T DETAIL
IICS APPLICABLE
B THEOR SECTIONS
3UPP TO 40 FEET WIDE, FOR GREATER WIDTHS OR , STRUCTURAL DESIGN, THIS STRUCTURE .HAS BEEN DESIGNED WITH AN
CONTINUOUS BARS SHALL BE USED. R) . - MINIMUM ULTIMATE WIND SPEED OF 140 MPH,
13 SECOND GUST) IN WIND EXPOSURE CATEGORY "C". THIS STRUCTURE S-1
K ALL POLE MOUNTING DETAIL H ALL POLE MOUNTING DETAIL G OPTIONAL CONCRETE FOUNDATION 00ETALS Z�,HAS BEEN DESIGNED ASRISK CATEGORY IrTHE COMPONENTS AND CLADDING
$- SCALE: NTS FOR UP TO 30' WIDE $- SCALE: N) NTS (FOR GREATER THAN 30' WIDE _ SCALE: NTS WERE DESIGNED BASED THE INCLUDED TABLE DESIGN PRESSURES;
_ $�
DATE: 12 419
.* S st/6 0/7` Code RV Portal n
31212020 3.32 22 PM M:\Reeds eds Metals Inc�Steel Bdr Joist Stru o 2 9