HomeMy WebLinkAboutPRO FAB ROOF PANELSpa
PRO -FOB ROOF PANELS DESIGN NOTES
ALLOWABLE DESIGN PRESSURES UTILRED IN k N •�•t�
THISRDEOQyCUMENT HAVE BEEN GLCUTATED PBA 7a� Btlrt41007
CODE SI%TMR EDITION ((1017 & ASCE 7-10 USItiG
ALLOWABLE STRESS DE51� MtfiIODOIOGY •O ; 9 W
WITH THE CRITERIA AS 013TI HE HEREIN. p ;
GENERAL NOTES =o ''• T
i''�• P '•�.�
ATTACHMENT TO HOST SHALL ATTACHMENT TO HOST SHALL I. THIS SPECIFICATION HAS BEEN DEALT ANEi� SSt " • �'`S~
BE DESIGNED PER SITE BE DESIGNED PER SITE SMALL BE FABRICATED IN ACCORDANCE WITH THE / / 11
SPECIFIC ENGINEERING SPECIFIC ENGINEERING DtTION M2Q17j FO USILWOIaTM�IH B ODUTSIDEE OF THE HHVVH2.
COMPOS ROOF PANELS SHALL COMPLY WITH CHAPTER 7 H
EXISTING 0.024" OR 0.030° SECTION 720, CHAPTER B SECTION 803, CLA55 A INTERIOR W 11, g@
HOST STRUCTURE ALUM OR 26ge �NTR)1CTOR SHALL INVESTIGATE SECTION 260
AND CONFORM Br ALL w 0,
IS4' BY OTHERS, TYP. STEEL TOP & BOTiOM LOCAL BUILDING 000E AMENDMENTS WHICH MAY APPLY.
MIN. PANEL 4' MAX WIDTH PER DESIGN CRITERIA BEYOND AS STATED HEREIN MAY
' DEPTH INTERLOCKING PANEL FACINGS REQUIRE ADDITIONAL SITE -SPECIFIC SEALED
(1/4° G.
PER FOOT MIN SLOPE) 2N NTHHIS RSYSTEM IS NOT APPROVED FOR LARGE OR
i a e o 0 EPS CORE (1.0 PCF) e' 4" SMALL IMPACT RESISTANCE. WHEN USED WITHIN THE
OPTIONAL �+
_ MVH2 THIS SYSTEM SHALL BE LIMITED TO NOWHABITABLE 3 •j
GUTTER SEAL JOINT WITH LIVING AREAS. !n (tl A ITU
OR DRIP CONTINUOUS 3. No 33-1/3%INCREASE IN ALLOWABLE STRESS HAS O us 0
CAP CAULKING OR BEEN USM I THE DESIGN OFTHIS SYSTEM. 1D p
CLEAR SPAN (L) INSIDE TO INSIDE OVERHANG- SEALING TAPE PTIONAL FAN 4. THE ARCHITECT ENGINEER OF RECORD FOR THE .4
ATTACHMENT TO HOST SHALL BE DESIGNED BEAM PROTECT SHALL
BE TRU�RE WITH WHICH I THIS DESIGN IS
ALL
36' MAX O/H AT FRONT & -+- USED SHALL SURFACES RESPONSIBLE FORTHE INTEGRITYHA ALL
PER SITE SPECIFIC ENGINEERING - SUPPORTINGBYTHPER THIS DESIGN WHICH SHALL BE
25% OF LAST PANEL COORDINATED BY THE PERMITTING CONTRACTOR.
i ROOF PANEL/SPAN DETAIL WIDTH AT SIDES (UP TO o :< sNALi! REQlI1RED IN OR ER TOEOEVIAT�E FflOMRLONG
ADS Q
12"MAX O/H AT SIDES) DEFLECTIONS OR SPANS CONTAINED HEREIN. LINEAR Q
1 N.T.S. VERT SECTION T- HERERtPNOSFUL�L NOT 0E ALLOWABLE
LLLLOWWPERMITTEAB E SPAND. TTABLLES LISTED Q
gg 2 PANEL INTERLOCK ENGINEER EQUIFOPTR TORSLOADS L ROOF, 014SDER � >
LE 1 R ALTERNATE SPAN CALCULATIONS AS KAY re
N.T.S. VERT SECTION 68R THE CONTRACTDR6MALL CAREFULLY CONSIDER d
NOT LIMITED TO ANY CONCENTRATED LOADS WHICH MAY Z < 8
3USTTFYGREATER DESIGN CRITERIA. THIS ADDITIONAL lH 3
MAXIMUM ALLOWABLE CLEAR SPAN TABLE ROOF LOAD CRITERIA SHALL BE PROPERLYANALYZEDBYA 9 3
- -- --- 7 CA"US �Re COMRPOOSITTEREGISTEREDPANELS ROBE R.
CONSTRUCTED USING TYPE 3105•H254 ALUMINUM m �BIC t¢NV
° 9• PaM 1 • a• e• Pan7h FACINGS, 1.0 PCP EPS. THE EPS FOAM SHALL BE ADHERED m
1 TO THE ALUMINUM FACINGS WITH MOR(-AD M-652
L1ttd SpaaO m 61orUD�R DefKOWn AMm Slln AWn9hin Sled 8hYllAWm SWt AWmB AN SkInal AWD Sun AUMShin StWSUn Cb.1tS FI RIG7REIOUN SRE URETHANE
IN C�CORDANCEROHWTHHMS
(U..) AP�ROVED FABRICATION METHODS BY METALS BUILDING Z
14A EPS I-Lbus 1•LB EPS .e49EP5 148 EP9 14.8 11B EPS 1iB EPS 74&EPS 1•LB EPS PRODUCTS AT THEIR G0.0VELAND FACILITY FOR O ...
110
PH B g PSF 120 1e-11• 1sd• tad' law te•-1 t` I 20%W 2ro• xr I ANELS EXCEPT THE r / 0.024" ALUM SKIN / 1.54b FOAM LLLQn]
I1D t 120 te'a` trir Isla, 16'•70' tnit• la4• 27r 274• 2Y4r I M.E.xl'PANELS WMICHSHALL BEMANUFACRIREDBYMETALS
tt D 13 PEP 12D till` te'-4• 11" 41 " 18d trite .6• 211r 1 221r I 23+W BU[LD14G PRODUCTS ATTI M GROVELAND FACILITY.
` & EPS PANEL PERFORMANCE CHARACTERISTICS FOR
�+ 120 MP e t I- tilt t 4• 6 • 1n r 7T-0• 1 •1• 21'•t0• 274• 1 2 a 1 23'-0' SELF IGNITION, FLAME SPREAD AND SMOKE DENSITY HAVE N
120 C 12 PW 1 I 1 tri 7 •t 1611 t 12' 2 4• 23'a• BEEN QUALIFIED THILOUGH APPLICABLE ASTM TEST
120N D 15 PSF 120 Ir4• tsd• law t3%1 few• t t IOtf 1 211W 1 23'.W STANDARDS. SEE EVALUATION REPORT FOR MORE
t 12 120 14,r lsd• 1 1 to 101e' I iV4' tad• 21V• I 274• 33'-0' INFORMATION.
; P 4 720 trd• 161d• 15W 14.1- 1511r trd" lad` 20r I 2123..7 9. ALL FASTENERS TO BE 08 OR GREATER SAE GRADES Q
D 171"SF Im ter 141r 16'd' U'S I411r s-r 1 •r 16-1W - 1 4• UNLESS NOTED OTHERWISE. FASTENERS SHALL BE LL
N e 74 P6F t20 trd• tsd• 16'-0' fair 1e•-0' 1 ra• t •r 2aa• 2t'4• 2rd' CADMIUM• PLATED OR OTHERWISE CORROSION -RESISTANT
TABLE NOTES MATERIAL AND SMALL COMPLY wml "SPECIFICATIONS FOR
y MPH C 17 PSF 120 tr-r f -0' s•-0' 7r4• Is-I,I IFT trtt• taa• �'.1• I xr-2' ALUMINUM STRUCTURES' BY THE ALUMINUM
e ` 140 MPH D 20 PSF 120 11•ar IY-11• 1a'-0' I" 14V" 76.4• 16'3• trtr 11617t' 2a•1W ASSOCIATION INC. &ANY APPLICABLE FEDERAL, STATE, a
3 60 MPH 1 8 11 15 PSF20 1 1 1s • 1613' 131W 1517' IV-10• ts•1W Iad• I sad' 1 23• 1, CALCULATIONS BASED ON FBC SECTION 2002.4, SOLID AND/OR tOGL OODES
t0 to PSP t2D t2u• ter u••1r 7xW I .. 1e••11. 1ev 1 1"' 21•d• SURFACE VERTICAL LOADS, RISK CATEGORY 1, 10 PSF MIN 10. EMBEDCONCRETE ANCHORS NOTED HEREIN sHALL BE K/�Y
$ ALL CONCREt N ANCHORS PER CONCRETE ONLY.INSTALL
ISO MPH D 23 PSF tx0 n+a• tr4• I t3•a• f7W Ira• 1416• tsr mr I late 1 tad• LOAD. EXP'B' PRESSURES VALID UP TO 30' HRH, I.XP'C' G Eia 6R DDBp
16e MP B 171 720 1zd• W.S.t16'd• Irs 1s-0• lee rd• fear lattr 1 22�T PRESSURES DERIVED USING FACTOR OF 0.86&EKP'D' ALL PER MANUFACTURES
RECOMMENDATIONS.
THE CONTRACTOR
p 168 D 21 t20 Inn fa•.tW ay' t u r 1 1 • PRESSURE DERIVED USING FACTOR OF IS9 PER FBC TABLE ME THE FROM DISSIMILAR
RESPONSIBLE MATERIALSTO PREVENT
ALL B
tee up D 2e PSF 120 111r 1211 ts• 1116.
l 4 w 1.71 1 t 2002.4A. WIND PRESSURE VALUES FOR 156MPH EXP'C &'D' MEMBERS DISSIMILAR MATERIALS TO PREVENT��
100 PH B to PSF 1 12-C IC4• "- Ira1 l4• • 1 etl Inr l '- 1 1 1 & 165MPH EXP'C &'W OBTAINED USING INTERPOLATION PER EL ENGINEER SEAL AFFIXED HERETO VALIDATES
7 PH c Z? 12D ft t3u• 1 t -t 1 1'-r IC-tr m•t lrr 1 7 d• -r ASCE 7-lO MERf000lOGY. STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS
MUM
MPH D PSF 20 iD'-1r 17 1rd' 1116• 13W ten• tea' ta•-1r tea• I te•s• 2. DEFLECTION LIMIT. L/120, MAXIMUM ALLOWABLE ROOF SPECIFICATION BY CDNTRAWp, eL m. INDEMNIFIES &
MUM B t PSF i2D t21r 1rr 1 led• lr- 7416• IS-r tea` Isa• I ar 1 a1'a• SLOPE SHALL BE 3" MAX PER FOOT(3:12. SAVES HARMLESS THIS ENGINEER FOR ALL COST& 68
+85 MPH C PSF + trs tr4' IT-r 17•W 1gr trd• 16.4• trr I letr tad• 3. PAN EL D EAD LOADS HAVE BEEN FACTOREDINTO DAMAGES INCLUDING LEGAL FEES & APPELLATE FEE
tes C 2e 120 lad' Izd• Ir4• I" 1rd• 11X 13'-11' Isd' 1 te'-0• 1TA• CALCULATIONS FOR GRAVITY LOADS AS WELL AS RESULTING FROM MATERIALFABRICATION SYSTEM g
CALCULATIONS FOR PANEL PROPERTIES. ERECTION & CONSTRUCTION PRACTICES L(EYOND THAT E ®pR
IMMPH I B 20 PSF 120 lntr 13111' 1 IV4' led• Ir-r le4' lu4 tn7r Is n• 2W WHICH IS CALLED FOR BY LOCAL. STATE,& FEDERAL � [
170 PH c PSF 120 nu` 17-11 1 13•-r 11W 1r' 14W 1 tr-tr tetr 1 77W 18•lr 4. MAXIMUM ALLOWABLE ROOF OVERHANGS FOR THE VALUES CODES& FROM DEVIATIONS OF THIS PLAN
170 PH D 20 PSF 120 tar 122' 1 ntlr rile 1zd• 13e• 1 3•-r tsr I Ass tea• LISTED ABOVE SHALL NOT EXCEED 3'-0•. MAXIMUM L3. EXCEPT AS EXPRESSLY PROVIDED HEREIN NO
C 30 PSF eD tt4x• 71••it• 1 t1'-0• 1 17d• t24• t 1zd• t7d• trd•-NABLESIDEOVERHANGIS25%OFLASTPANELWIDTH. AOOITIONALCERTIFICATIONSORAFFIRMATIOt)SARE 17-4060
110MPH D 30PSF Im lad• nat• 1 mr Ia•Tr 72'4' 1rr 1 m4• Iry I +sv tsar g. ND MAXFORWS40* PANELWIDTH). INTENDED.
S. (7� INDICATES ROWS FOR USE WITHIN THE MVNZ ONLY. 14. ALTERATIONS, ADDITIONS OR OTHER MARKINGS701Hf818�9NOTEt
c 30 -PSF t a-t to-r n Y ad• +oltW trd I 13 4• tse 14 6 le-6 d0 ELECTION LIMITS CONSIDERED FOR USE IN THE MVH2 ARE: THIS
DOCUMENT ARE NOT PERMhTED ANDINVALIOATE
C 30 PSF w I1 11111• 1 tt•d• trd• tr4r lyd• I 1rd• Izd•trd' THIS CERTIFICATION.
176 MPH C 30 12D lad' ntn• n•d• 1a•1r 7r4• ter I 1r4• 1r-0• tnm m••7l• 5.1. U80 FOR SPANS 512'-0• 15. PANEL SIRUCIURAL PROPERTIES DERIVED FROM
c 90 PSF te0 a•1• 1ar 1 n•a• 016' ta•1W nd• I tr4• 1T4• frd• 1 le•-0• 5.2. L/1B0 FOR SPANS>IZ-O" CERTIFIED TEST REPORTS(REPORT NOS. 50332-A,
1 D t Ba lit -I, 1n7W Ira. 12V` t7. i74• 1 tzd• - trd• Ira• 50410-A, SO410-B 50410-C, 50410-D SC
IN TESTING, INQ
776 MPM I D 1PSF 1 120 tad' 1n7W I 11'd' 1a•1W 1r4• I 1rS i 131r 141W 16'•11r led' SO410•G, 50410.1� 50410-I, BY TERRbPIN TESTING, ING�.
-l-D--31 -LIeQ W1• 10-W 11',r B'd• low ! 11'•r ! ter inn 1r4• t 16•
MAXIMUM ALLOWABLE CLEAR SPAN TABLE
ns n��rriFa n1cFn cl( annnn annrrrnmq.
WMO SpaeO
ima
elm UPSO
Oe`� n
( 44
Alan Skh
14JB EPS
9' Paneb
AM m5kh 9kM ANm Sk6f
14.B EPS '-'LBEPS 454L8 EAS
Nun Skin
14.8 FPS
r N.
Akan Skh' (LOW26 Skk:-
t4.B EPS -LBEPS
14
8• Pands
ALm$IUn AhM17 SLin
14.B EP8 14,B EPS
$uel SWn
I•LB FPS
!so MPH
B
13 PSF
120
IT-11•
1B'-r I I" ! 14tr
18'4' 1
1T-10" I
20'd•
20'•11• I 21'•tr 1
23'-V
100 MPH
B
13 PSF
ISO
17-r
14t1• i 15-0' i t7A'
1414• 1
IV-?, I
/7•B'
18'J' 17,r
2744
100MPH
8
13 PSF
240
IV-r
1T-f0' I IVA' i 11'•r
law
I-w I
I&-r
Ir-r Inr
2V-4•
1DOMPH
C
to PSF
120
13'-1• 1
16W I 16'-r I IT-W
ir.(r
18'-D• I
16'd•
f0'•T 20'-T
19'-0'-
100MPH
C
16 PSF
1B0
11'd•
t3'J' I 14t1' I 11'•11'
t9'4'
14'•T
I 10 a.
tr-t* 18'r
20'-1r
too MPH
C
18 PSF 1
240
104'
17-1' 1r-1D' I 1D•10'
+r-4-
19'd•
16'-r
Ir-r IVA-
18'•1•
Ioo14PH
D
18 PSF
120
!"r I
1PJ' 14'•1t• I 12'•10'
W-V
16t11`
16'4' 1014•
2t'4'
100MPH I
D
19 PSF
ISO
iota" I
12t6• 13'J• 11'1
W-V
tr4•
16's6
1B'•1' 16'-11'
174'
100 MPH I
D
19 PSF
240
9'4• 1
I1''r I tr-V I ,0-r
11'4"
ird-
14',r
14tr 1614•
1r-1o'
' 1fOMPH
B
t6 PSF
120
13M" 1
16'•r 161•r 1Td•
18'4"
1e'4'
Iw-r
10-r 20'•r
23'-0•
IIDMPH
B
18 PSF
ISO
111d• I
I31.r I IV-11 11'•11'
13'S"
1f•T
16'$1
1Td• I Irtr
20'-1r
IIOMPH 1
B
16 PSF
240
t04• I
17-0' 1r-ir 10'-10•
1rJ•
mr
IStr
15'd• te••4•
iP-1•
110 MPH I
C
1BP9F
120
jaJ
14'J' 14'•11• 17-IV
14'd'
1B4•
IV-11
1V-4• 104•
110 MPH
C
19 PSF
180
104'
12'd' 1 13'-r 11111•r
17s'
13'd'
15's'
Ism, I IV -ill
Ird'
110 MPH
C
19 PSF
240
9'4'
1+'d1 IrOr' 101-r
It '4' I
17s•
14'3'
14'-r I 16t4•
17t11•
t10MPH
D
23 PSF
120
11'4'
13'4• 1Td' IiM2"
t3tT I
1rd-
18'4'
17tt" 1 18'-1•
104'
110 MPH
D
23 PSF
180
1041
11'd' I lrr 10.4°
11t11• I
17.10-
tr4'
Illy 1 16t10'
law
ItOMPH
D
23 PSF
240
9'-11
10•71 1 11'r I W-W10'•1V
I
111d'
I ITT
18'd- 1 14'd•
law
+2D MPH
1 8
10 PSF
120
lr-e
IVA* 1 1&4' 12'•11'
14'•r
18'4•
I tr-t•
low 1 19'd
4• 21''
120 MPH
I a19
PSF
mo
104Y
12'4' t 1310 I I+'J'
+2'4"
13'4-
I IV-r
I&. 1B•1r
1B'•1C
120 MPH
1 B
18PsF
240
9'4•
11'4' 12t1• I I..
tttr
174'
1 144-
14'-r IS'd•
1T4r
120 MPH
C
22 PSF
120
ll'•r
1 +9'd• 1 1Y-e I 12t1°
13'-B'
11'7' 1 16'4'
1rJ• I 16'-3•
19'4•
120 MPH
I C
1 22 PSF
ISO
10-1•
1119' I 17d' t IO'•r
IV-12"
12'-II' 1 1417
16'•r I 15•11'
181•r
12D MPH
C
22 PSF
240
9'-r
low 11'.0 1 0•r
t0.11•
11'4" I 1Ts'
13'd° 14'4•
16'41•
120MPH
D
27 PSF
120
70'4T
1.2 17.5• 1 11'•4•
1r-10'
13MV 1 14'•t•
16'd• 16'•11•
1T•11-
12D14PH
D
27 P5F
180
W.G.
10.1r 114• 9ti1•
11'J•
12'•1" 1 1T-10•
+4'-r 14'-11'
17t6"
1zo MPH
D
27 PSF
240
8'-r
9-Ir low 8'•Ir
I0',2'
t0'-1r I7-r
tr-11' 13t7'
W-10-
130MPH
8
1 22 PSF
120
11's•
1 IT-7' IT-11• 12tr
13'-10'
14'•11' ,SA'
1T4• I 18•S'
20•d'
8
22 PSF
180
10.4^
I IT-10• I 1r•T 104'
1r-1"
IT-1' 14'•11•
IW41 IV-1-
18's'
B
22 PSF
240
aJ•
I I04' I1'd• Pd'
10.12•
11,10, 13'-r
13,11, 14's'
17tT
C
26 PSF
120
10-12'
12t0' tr4• ttt6•
12'-1r
14'-0' 144'
16'•11` 1T,r
1B'-2-
C
26 PSF
IBO
0•T
71-r 1n1G I I0.4'
114•
Ir-r 137/r
14!- IV:
1T-r
C
26PSF
240
- 81v
10.1• I 10-0' 0'•1•
104•
IIA, -174'
13'•1° IT-01
IS-121
NPH
D
32 PSF
120
10%3
1Rr I +1t8• 10'4•
17•+"
ITV 1r-12-
1rd" I +B-r
16'4-
M
I D
32 PSF
too
Stir
taS I 11'•t• 9•d"
tad`
11t8' 12'1r
13t6' 14'-r
18'd'
H
D
32 PSF
us
8tr
94' 1 tow• e'4'
9'4•
I IO'd' 11tfl'
Ir-r I 17.10'
IN-1r
H
B
26 PSF
120
11t2'
12MV 11r-11• 11'd'
13'-r
I 14tr 141W
10V- 1 1T-r
1e'•r
H
I B
25 PSF
180
9'-9'
11'•3° I 17-0' 10tr
11.4,
12\S' 14'-r
11••r 1 IV4"
tr•10-
,. 140 MPH
5
25 PSF
240
et10.
10'J° I tOt1Y 1 ow
lad•
I ll%r I iron
13t3• I IT-Ir
te'J'
. 140 MPH
I C
30 PSF
120
lad•
I It'•1t• I IIW 1 10111•
17•S°
i 13'4' 194'
ird' 1 IT-12'
16'-11•
I40 MPH
I c
30 P3F
1e0
Btt•
t0-T ll'J- 1 9'4•
10'-10'
I 11.4- 1 1T4'
19'4' I 14'-S•
1B4-
140MPH
I C
30 PSF
240
8'J`
I 9'-T 1aJ' I 8'4'
B'•10•
I lotr ! 17-1•
17d- I IT-1'
1651'
140 YPH
D
37 PSF
120
04'
IOt10' 104' I ,0'J'
11J•
I IZ-v I 17•I•
13'd' 1 14'4•
15'4-
1401e�M
D
97 PSF
too
o'-r
t 0•tr 10'•T 1 6'-1 to
10-r
I 10-11' I mr
tr-t0' 7 13'd'
154-
140 MP1+
D
37 PSF
240
nr
91-0' 9'•T I 8t1•
O'•2°
Bt11' 11'4•
11'd' 17J'
10-r
TABLE NOTES:
1. ALLOWABLE CLEAR SPAN CALCULATIONS BASED ON ASCE 7-10
FIGURE 26.5-It, RISK CATEGORY 1, 10 PSF MIN LOAD. EXP'8'
PRESSURES VALID UP TO 30' MRH. EXP'C B EXP'D' PRESSURES
VALID UP TO 15' MRH ONLY.
2. DEFLECTION LIMIT AS NOTED IN CLEAR SPAN TABLES, MAXIMUM
ALLOWABLE ROOF SLOPE SMALL BE 3• MAX PER FOOT (3:12).
3. PANEL DEAD LOADS HAVE BEEN FACTORED INTO CALCULATIONS FOR
GRAVITY LOADS AS WELL AS CALCULATIONS FOR PANEL PROPERTIES.
4. MAXIMUM ALLOWABLE ROOF OVERHANGS FOR THE VALUES LISTED
ABOVE SMALL NOT EXCEED W-O . MAXIMUM ALLOWABLE SIDE
OVERHANG IS 25% OF LAST PANEL WIDTH. (i.e. Ir MAX FOR 46"
PANEL WIDTH).
5. (I) INDICATES ROWS FOR USE WITHIN THE HVHZ ONLY. DEFLECTION
L[MrrS CONSIDERED FOR USE IN THE HVHZ ARE:
5.1. L/80 FOR SPANS 512'-0•
5.2. U380 FOR SPANS > 17-0"
DIRECTIVE:
1. CHOOSE TYPE OF ENCLOSURE TO BE COVERED
2. VER1EFlE'NAPP0.0PR�lArIE ALLLOWABBLELILIVSE LOAD,
WIND SPEED AND EXPOSURE CATEGORY WITH
GOVERNING MUNICIPALITY AND BUILDING CODES
IN EFFECT FOR THE PROJECT LOCATION USING
FLORIDA BUILDING CODE.
3. FIND ALLOWABLE COMPOSITE PANE. CLEAR SPAN
IN TABLES FOR APPROPRIATE PANEL DEPTH
FACING THICKNESS, AND EPS CORE DENSTfY
SELECTED.
4. ANCHOR COMPOSITE PANELS TO EXISTING HOST
STRUCTURE AND EXISTING SUPPORTING MEMBERS
AS ILLUSTRATE) HEREIN.
MAXIMUM ALLOWABLE CLEAR SPAN TABLE
ROOFS OVER ENCLOSED NROOM ADDITIONS:
WM SOee6
Expo•
4W4
the Laa4
&or Up16 Ln8
(u...>
0.024'
Alum Skln
14.8 EP8
ra nit
0-28y S,atl 0A24` (9
Alum Skh SUn AMm She
14J! EPS -LBEPS 1.64JI EPS
0.02r
ALm Skh
14J1 IP9
4•gneA
OA70` 18pa steel
I ALM SI M Skh
1110 FPS 149 EPS
0.024'
AWn Skin
tAB EPS
rpande
0.030' C �yp04
Ak m Skh ',GtW 41dn
t•lB FPS I
1SOMPH
8
29 PSF 120
1ol-r
17J- 17.1• I 11'-1•
+r-T
! 13'-T 1314'
151•2'
1rd" I�
150 MPH
B
29 PSF ! 180
W-r
IVA* +1'd' I 9's'
1110 1 III -IT 13'-T
1311P
11te`
ISO MPH
8
29 PSF 1 240
W41"
9'4• IW-W 1 8'-10•
Otir 1 10'-B' 1r4*
12'4•
150 MPH
D
42 PSF I 120
04'
104* 0'•11- I 0'-9`
17d1 1 114• 111-r
12'd•
tsd• 1 1411-
ISO MPH
0
42 PSF I 1s0
1.2'
914• 0'-11' I 8'd
O%r low Iv-r
12'J'
17.11• 1 Ivw
ISO MPH
D
42 PSF 240
Td•
a%r 0,r nr
BN0 1 9'd' I 17-1D'
,1'•1' I
,1•d' 1 13'd-
158MPH
B
91 PSF I 120
104'
11.4' 11'•T t0.10'
tYs' 1T"2' 1T•r
16tB' 10'4'
158 MPH
B
31 PSF I 160
0-0'
10-0• tt'-2• 9'd'
t0•r I 11'•T 19'-r
f1'J' I 18'•T
168 MPH
B 1
31 PSF 240
S'J'
B'd' 10-r B'-T
B'A' ! 10'd' I 11'•1r17-+1•
I 16'-1'
I58 MPH
C
38 PSF 120
9'4`
104' I 704' 10'-r
11'-1 11%11- 11••11'U'4'
I 16'•r
15 MMPH
C !
38 PSF 180
8'-0•
9'-1V I 174r I 8'-1C
10-1• 1 f0.10' 11'•11•1Sd'
I?V
I 15'-r
75eMPH
c
98PSF zoo
74
eur 1 ea 1 e'-r
9'r a-fo 1 ,rJ
,2'r I +4-r
16e MPH
D 1
46 PSF 120
91•11
0'4• I O••T 9'4•
10'•1' IV-10' I 10'.lr1rAr
I 13'-r
too MPH
D 1
48 PSF ISO
T•1,`
9'J• I B•-T 1 84•
0'd• 10'-r 110'•f0•
Ir-r I 13r
156 MPH
D 1
4e PSF 240
rJ•
8t6- I 8'-11•T•r
S%r 0'J- 1 ID•T
1114' 1313'
160MPH
B 1
33 PSF 120
Iw-21
tits• I 11•J• 10'4•
11'-11• 17.10• 1 1r•IC
14'J•
18'd" te'd•
16OMPH
B
33 PSF 180
B'•11•
W-V 1 IV-tr B'J-
11rr 11'J• 1r•1P
+3'•r
141V 16'J•
180 MPH
8 1
33 PSF 240
1.,.
0'•r I 9'-,r e'd•
9'-r 10'-0• 1l'-10'
17.1•
1r4' 14'•Ir
1SOMPH
C
40 PSF 120
91•T
t0'd• I 10J• B'•tr
10'•10 1l'.8 11.8
77-11•
13'•tr 14'A-
1SOMPH
C
1 40 PSF ISO
B4•
914° taJ- 8'4-
0'-it• 194• 11'4•
Ird•
13tr U'-0-
1sOMPH
C
1 40 PSP 240
nr
6'-Is, 94• r-11•
e'1r W-w I 11'•1•
1114"
11MI, 13MI.
H
D
48 PSF 120
8'-10'
B'd' ( 9'4• 9'4°
01-Ir 10'•r I ,0.7•
1114'
1r4• 13'-r
H
D
Ie PSF 180
r•10'
B'-1• 94• I 8'•2•
9'J• B'4Y ,D•r
11t0'
17.4• 13'd•
H
D
1B PSF 240
r-1"
8'J' sz; Td•
S's• r•1' 10•d•
10'4•
11'-2` Ism,
H
B
35 PSF 1 120
B'-11•
11'-1' 1oN1• 1 I0-s
11'•T Ird• 1 17d-
13'-r
tr•11' 18'4'
H
B
35 P9F I I-W'r
t0.1' I", I 9'-t•
tad• 11'-1' 17d•
13N•
ITW 16'4'i/
JUPH
B
96 PSF 24O
7t1+'
9'-Y 9'4•'J'
O'4' IV-r N•r
ilMW
12W NCH
C
1 42 PSF 1 120
9'4-
iD-1' 9'•11• B'4'
1D4• 11'r 11'r
ird'
13'd• 144-
H
C
42 PSF 1 180
8.2•
9'd" B'-11• I B'4°
B'4• ,0'd' 11'•r
1"
it-tt• 14W
H
C
42 PSF 1 210
7t6-
8'•T 0-r nr
a%Ir B'4• 10'•10•
11.1"
11'-v law
H
D
51 PSF I 120
8'-r
9tr 0-0' I 0'3•
0.4, ITJr 10'd'
17'4"
Ix-r Ir-Ir
PH
D
I St PSF 1 ISO
rd•
&.11• B'4" I Tor
B'-+• I B•-9' IOV'
11'4'
1r-1• 117.1r
1e5 MPH
D
151 PSF 1 240
6111'
811• S'-T I rT
9.3' 8'-11- I 10'•r
fad°
f0•Ir 174'
170MPH
8
! 37 PSF I 120
918'
10'd• 10'•r I IV-2•
11',r 1r--1• I +210•
13.4•
14'd° 16'J-
170MPH
8
! 37 PSF i MO
1 8'd"
0.11° 104- 8'-71'
0.1• 1 W-It" 1 I250'
tY4°
131V 1 15's'
+70MPH
B
1 37 PSF I 240
nr
0.1r I 0•T I 8t1°
9'•2• I 0.11• 1 IT-4-
li%r
12V• 14'J•
170 MPH
C
1 45 PSF s0
9tr
W.G. I W-WI f0.11
1D,r i 10.11• 10'•11•
12'.r
1T•1" MA
170 MPH
C
! 45 PSF 120
9tr
B'dr I W-W I 9'•T
ID•r 1 1071P 10•-1T
Ir-r
13t1• ISAI•
170 MPH
C
1 45 PSF 180
81-0•
w-r 1 P4• I 84'
0'4' I tar• IW.11'
IV-121
tr-T 13'•+1•
170MPH
C
1 45 PSF 240
rJ'
aw imr I r-T
r-r I Irr 70'-T
10.1t•
11'4' ITT'
17OMPHt
D
i 84 PSF
4'
8'.10-
080 ow { 9'•r
O%r i 0•1+• I 9'-11"
11'-0"
H-11' 1r4r
In MPH
D
1 54 PSF 1 120
814'
8'-t0' ! e's' e•-tr
0.Y 0-11• 0'•tt-
11'-0'
t1'-i1' 1r-7-
170MPHt
D
1 54 PSF I ISO
rd'
wr I 6'4• 7t10-
6'•11" ! ow- 9'-11'
11'-0'
H'•t0 17-T
In MPH
D
1 54PSF I 240
6'-Ir
r•11• 1 W-V
em, i 8.4' 0.11'
to'r
104' 174'
In MPH
B
99 PSF 12D
9'-T
lad' i low 10-0'
t0.11' I tt'•9' I 11'-8-
17.1r,
14'4r 1 14'-10'
175 MPH
B
39 PSF ISO
B'4'
W.T I 104' B'4'
0.11' ! 1041 11'd•
12'A"
13'"2• 1 14110"
176 MPH
B
39 PSF 1 240
r•T
8'-la. o4• 7t11•
0-0• Ot0• 1 114"
11%r
11t1r 11Y-tr
In MPH
C
47 PSF I e0
6'-111
04• I 0-' 9'-+0•
0.11' 1 104" 1 tar
11-1P
trQ' I Ir-w
175 MPH
C
47PSF 110
8'-1T
04' 1 B'4' 8'd•
0.11• 1 f04' t tas•
11'•10'
Iry I 1T4'
176 MPH
C
47PSF 1 180
r•10-
7-t• B4' I 8'4•
9'4' I 10-0' I 104'
11'-W
1r-r I mr
173 MPH
C
47PSF I 24D
nr
o'J' 81 10' nr
S'd• 9'-1I tad•
1014,
mr I Ism*
175MPHt
D
57PSF 1 80
8'•1'
B'-T 8t8' 8'•11•
emr W-WI owI".
Irtr 1 1nV
173 MPH
D
57PSF 1 120
B.7
0•T es B-17
8'-1r W-W I 94'
104-
Irr I 1rJ'
175MPHt
D
I 57PSF 1 180
r4•
im ew Td'
sw 9'd- I 9'-0•
I Iw-0-
mr I 17S•
1
0