HomeMy WebLinkAboutCHECKLIST FOR SCREEN ROOMD- 7w.eF 1 ,
Design Check List for Screen/ Vinyl Room (page 1 of 2)
1. Design Statement
These plans have been designed in accordance with the Aluminum Structures Design Manual by
Lawrence E. Bennett and comply with the Florida Buildin ,Code, 2004 Edition, Cha ter 20 and ASCE
7-98, Table 6-2; Importance Factor 0.77; Exposure 'B'M.or'C'0; 120 MPH or I MPH for 3
second wind gust v�ncity load; Open Design n ssures can be found on page 3-ii:
a. 'B' exposure = C7J PSF for Roofs & _�UPSF for Walls
b. 'C' exposure = PSF for Roofs & PSF for Walls
Negative I.P.C. 0.00
For'C' exposure design loads, multiply'B' exposure loads by 1.4.
2. Host Structure Adequacy Statement: FiLE COP
I certify that I have inspected the host structure and it is in good repair and attachments made to the
structure will be solid.
ZCon
F dU24S y►c . Phone: `»Z-- L10 c,ocl 13
tor / orized Rep" ame (please print)Date:. /o LPctor Contractor / Authorized Rep" Signature C Note: Projection of room from host structure shall not exceed 16'. O�
3. Building Permit Application Package contains the following: Ye No �y
A. Project name & address on plans ...........................
B. Site plan or survey with enclosure location .........
..............................
C. Contractor's / Designer's name, address, phone number, & signature on plans ....
D. Notice of consumer rights attached and initialed by consumer .................. 0
E. Proposed project layout drawing @ 1/8" or 1/10" scale with the following:...........
1. Plan view with host structure area of attachment, enclosure length, and
projection from host structure ...............................................
2. Front and side elevation views with all dimensions & heights ...............
i
3. Beam span, spacing, & size (i.e. 2" x 8" x 0.072" x 0.224") ......................
4. Upright height, spacing, & size (i.e. 2" x 8" x 0.072" x 0.224") ........
S. Chair rail or girls size, length, & spacing (i.e. 2" x 2" x 0.044" x 5'-0" @ 6'-0" O.C.)
6. Knee braces length, location, & size (i.e. 2" x 3" x 0.045" for 2" x 8" x 0.072" x
0.224" s.m.b.)..............................................................
41. Highlight details from Aluminum Structures Design Manual: Yes No
A. Beam & purlin tables w/ sizes, thickness, spacing, & spans / lengths. Indicate
Section 3 tables used: . . ........... . ................ .
Beam allowable span conversions from 120 MPH wind zone, 'B' Exposure to
MPH wind zone and/or'C' Exposure for load width
Look up span on 120 MPH table and apply the following formula:
Span / Height @ 120 MPH r Required Span @ MPH
i
0.00 (b or d) x 1.00 (b or d) x 1.00 (b or d) _
Wind Zone Multiplier* L_ Exposure Multiplier
B. Upright. tables w/ sizes, thickness, spacing, & heights (Tables 3A.2.1, 3A.2.2,
or3A.2.31 ............................... S....................................
Upright or wall member allowable height / span conversions from. 120 MPH 1! 1J
wind zone, 'B' Exposure to MPH wind zone and/or'C' Exposure for load 0J
width
Look up span on 120 MPH table and apply the following formula:
Span / Height '@ 120 MPH -� +— Required Span @ MPH {!!
0.00 (b or d) x 1.00 (b or d) x 1.00 (b or d)
Wind Zone Multiplier ` f
Exposure Multiplier`
Appropriate multiplier from page 3-ii.
Must have attended Engineer's Continuing Edjucation Class with in past two years.
b-6
Design Check List for Screen / Vinyl Room (page 2- of 2)
0
C. Table 3A:3 with beam &upright combination if applicable ...................... -
D. Connection details'to be used such as:
1. Beam to upright ............................................................
2. Beam to wall. 0
3. Beam to beam.............................................................
4. Chair rail, purlins, & knee braces to beams & uprights ......................
5. Extruded gutter connection .......................]
6. U-clip, angles and/or sole plate to deck ................... Q
E. Foundation detail type & size ................................ 0
Notes:
b-7.
SCREEN, ACRYLIC & VINYL ROOMS
INTERIOR BEAM (SEE TABLE
3A.l.:
SECTION 3A
HOST STRUCTURE OR
FOURTH WALL FRAME
PANS OR PANELS
ALUMINUM ROOF.SYSTEM
PER SECTION T.
CARRIER BEAM POST
TYPICAL SLOPED. SOLID ROOF, ENCLOSURE
SCALE: N.T.S.
ALUMINUM ROOF SYSTEM
HOST STRUCTURE OR
PERSECTION-7 FOURTH WALL'FRAME
USE BEAM TO WALL DETAIL
RIDGE BEAM (SEE TABLES
3A.1.4)
TYPICAL GABLE SOLID ROOF ENCLOSURE_
SCALE: N.T.S.
Lawrence E. Berineft, P.E. FL # 16644
MIL ENGINEER.-,0EVEL0PWffC0NStXTANT
P.O. BOX :JJ4366,-SOUTH DAYTON& FL 32121
TELEPHONE (W) 767-4774
FAX: (386) 767-6SS6
SECTION T, ., SOLID ROOF PANEL PRODUCTS
COMPOSITE ROOF ANCHORING DETAILS
EXISTING TRUSS OR RAFTER 12' S.M.S. SPACED
@ 8' O.C. BOTH SIDES CAULK
P 10, 1.12' S.M.S. OR WOOD ALL EXPOSED SCREW HEADS
WOOD SCREW (2) PER
RAFTER OR TRUSS TAIL"T''•"
C10 % ]I<' S.N..S, OR WOOD '^'.�•x'q'.:�:
SCREW SPACED @ 12. O.C.
'¢'a:P•
ROOF PANEL
\ I
EXISTING FASCN
ROOF PANEL TO FASCIA DETAIL
EXISTING HOST STRUCTURE SCALE: ] I'-0-
W000 FRAME. IAASONRY OR
OTHER CONSTRUCTION j @ •12•. BOTH
SPACED
/— AL' D.C. BOTH SIDES CAULK
HEADS
FOR IMSONRY USE / - ALL EXPOSED SCtiElti HEADS
1/1', t•t/<' MASONRY
iAM
CHOR OR COUµ @ 24• O.C.
FOR WOODUSE CIOA 7,•12' ':�:•:'�
S.M•S. OR WOOD SCREWS @ 12' O.C. ROOF PANEL
ROOF PANEL TO WALL DETAIL
SCALE: ]• 1-0• '.
WOOD STRUCTURES SHOULD CONNECT TO TRUSS BURS OR-tt1E SUB%FASCV: FFAI.IING WHERE
POSSIBLE ONLY. 15-A OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB•FASCIAAND THOSE AREAS
SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1.7N-
WASHERS OR SRALI BE WASHER MEADE0 SCREWS. - .,
HEADER INSIDE DIMENSION S s OR PAMS DEPTH -I-. THE .
SMALL
BE THE THICKNESS OF THE ALUMOINUM PMI ORUALTO �GOMPp RE PANEL ViAl1 THICKNESS. THICKNESS
CO MMALL BE ANL1/ORED TO THE HOST STRUCTURE WRHANCHORSAPpRppAIAT£ FORTTV jMTERLti� RA .
CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED DNA LOAD FROM 12D M.P]1. A ERIAL
SECTION 1lAl6 FOR A MAXIMUtA POSSIBLE RSBC
SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE.
ANCHORS BASED ON 120 MPH WIND VELOCITY. FORHM#
CONVERSION: SER WIND ZONES USE THE FOLLOWING
100.12] 170 1�0 150
CB L70 1I12 C,I .
ILawrence E. Sennett. P.E. FL # 16644
I .s. 7A O 1p...-..,,�__.._.. .. .......
SOLI[S ROOP'RANEL PRODUCTS
PAN ROOF:ANCk10RING DETAILS
SECTION 7
RIDGE
SEALANT
PAN HEADER (BREAK.
, 9 TEN SCREWSS @
�
FORMED OR EXT.)
PAX RIBS EACH SIDE
HEADERS AND PANELS ON
'
CAULK All EXPOSED SCREW
_
+—�,.;;f;;;•;{�;..1•.",..
BOTH SIDES OF BEAT.! FOR
GABLED APPLICATK)N
HEADS L WASHERS
R8' U2' S.M.S. (]) PER PAN
I
•'i::i•::i^�:5'i::i:
'
AND (7) AT PAN RISER
_ —
��
ALTERNATE CONNECTION:
-
C8 X LAIC SCREWS @) PER
PAN OR COMPOSITE ROOF
PAN INTO BEAM THROUGH
PANEL
BOXED END OF PAN AHD
HEADER
T --
CB A 12• S11A.13)'PER PAN:
ALONG PAN DOT,"
ROOF PANEL TO BEAIA DETAIL
SCALE: 3'=1•-0-
WHEN FASTENING PANELS
OR PANS TO WOOD PLATES
SCREWS SHALL HAVE A
MINIMUM EMBEDMENT OF V
CAULK( ALL EXPOSED SCREW
HEADS L WASHERS
FOR O06tPOSRE'ROOFS,
CIO.O -,121) SJA.S. w/
1-1/4'BFENDER WASHERS
@ 12- D.C. (LENGTH =
/ PANEL THICKNESS • I-)
@ ROOF BEARING ELEMENT
(SHOWNI AM0 21- O.C. @
NON-QE&Rm ELEMENT (SIDE
WALLS)
FOR PAN ROOFS:
P) EACH CD X 12• LOrIG StM.S.
PER 17' PANEL W/ v<'
ALUMINUM PAN WASHER
ROOFPANEL
(PER TABLES SECTION 7)
SUPPOgTNG•BEAM ..
(PER TABLES)
ROOF PANEL TO BEAM FASTENING DETAIL
SCALE: 3-- v-o-
r
SECTION 7 1 SOLID ROOF PANEL PRODUCTS
PAN ROOF ANCHORING DETAILS
ALTERNATE CONNECTK)N:
(31.0 SCREWS PER PAN WITH
1' MINIMUM EMBEDMENT INTO
FASCIA THROUGH PAN BOXED
ENO
EXISTING TRUSS OR RAFTER
C 10 , 1.112- S.M.S. (2) PER
c�
SEALANT
HEADER (SEE NOTE OELOw)
RAFTER OR TRUSS TAIL {i- a O ROOF PANEL -
CIO. v<'S.N.S.@II-O.C.e8, 72• S.M.S.(3) PER' PAN
EXISTING FASCIA \ (BOTTOM)ANO 11)@ RISER
(TOP) CAULK ALL EXPOSED
ROOF PANEL TO FASCIA DETAIL SCREW HEADS
SCALE: ]• - 1--0'
SEALANT I
FOR MASONRY USE HEADER (SEE NOTE 1
.011 a UAL MASONRY •LI>�
ANCNOR.OFLEWµ @ 24" O.C.
FOR WOOD USE 910 X 1.12' L
S.M.S. OR WOOD SCREWS Q a
w S
2' p.< w
EXISTING HOST STRUCTURE. - 4 �C 0� , ROOF PANEL
WDOO FRAME, MASONRY.OR 1 98. 12• S.IAS. (7) PER PAN
OMERCONSTR(1C1AK)N /J (BOTTOM)M70(I)@RISER
(TOP) CAULK ALL EX SED
HEADS
ROO;P PANEL'f0 WALL DETAIL SCREW
ROOF PANELS SKALL DE ATTACHEO.YO THE. HEADER WRHP) EACHCB • 12• LONG CORROSION
. RESISTANT S ETA'OAL SCREWS WITH 12• WASHERS.- ALL SCREW HEADS sMALt BE CALAXEODR
51V.1.: HAVEiOPREtTE GASKETOEIWEEN THE WASHER AHD THE PAN. PAN RIBS SHALL REC�ItiE (1)
FJLCH;F c W';SCREW.EACH. TNFIPANS MAYBE ANCHORED TMRDUGH BOXED PAN WfTH (3) EACH Fe A 1 _
OF?HE••AEOVESGREW TYPES ANOTHE ABOVE SPECIFIED RQPRSCREW. C5X.B/1G•TEKSCIiEwS!ARE
AL 0*() AS AbSUBSTITUTE FOR:08 X Ur S.MS.
Lawrence E. Bennett. P.E. FL # 1664.4
o.A or �.:ge•,eAo.ronaa..a,a un tl
.n.wl,Awa iaml'dw%m� n i,rs.
-
SOLID ROOF PANEL PRODUCT'S.
i SECTIO;N 7
HOSTSTRUCTURE T IRISS OR
•
RAFTER
•
V FASCM. (MIN.)
COMPOSITE ROOF P WEL
+'20
4O .
LL �.
HEADER (SEE NOTEBELOW)
,i8 x-(tf• I2") S.A.S. @ B- D.C.
'
FOR MASONRY USE
EXISTING HOST STRUCTURE
1/4' . I•UC MASONRY,
ANCHOR OR EOUALI ,
wOOO FRAME. MASONRY OR
. @ 2<• O.C.FOR WOOD USE
OTHER CONSTRUCTION
CIO. 1-Ur S.M.S. OR WOOD
SCREWS @ 12- O.C.
I
ALTERNATE COMPOSITE ROOF PANEL TO WALL DETAIL
SCALE: ]-= 1.O'
COMPOSITE ROOF PANELS SHALL BE ATTACHED 70 EXTRUOEO HEADER
W/ (]) CACH
CB A (d-12•) LONG CORROSION RESISTANT S.M.S.
I
Lawrence E, Bennell..P.E. FL R 16Gr< I I Lawrence E Bennett. P.E FL I: iW44
I
. r
I " SECTInx
3A I SCREEN, AL . & VINYL ROOMS
SCREE RYLIC & VINYL ROOMS I SECTION 3A I
I
I
lI EDGE BEAM (SEE TABLES
LW FOR 3A. 1.163A, 1-2)
MAX,
1( // EIGHT // (n) ,
VARIES MIN, 3.12' SLAB ON GRADE
O(( RAISED FOOTING
TYPICAL SCREEN ACRYLIC OR VINYL ROOM TOR FOOTINGSSEE DETAIL;
W/SOLIO ROOF TYP- FRONT VIEW FRAMING PAGE 3A-]7. 30; 39)
- (HEIGHT OF UPRIGHT IS MEASVREO FROM
TOP OF 1' . 2' PLATE TO 80TTOM OF WALL BEAM)
LW LOAD WIDTH
FOR ROOFS '
vq ALTERNATE CONNECTION
SIZE BEAM AIip UPRIGHTS 'P? @
PAS CIA ALLOWED
(SEE TABLES) I. SECTION 7 FOR DETAILS
O.H. F 7
SOLID ROOF / u
N A!•'XIMUM / wM
(ELEVATION SLAB OR GRADE)
VARIE - P` PROUECTION FROM BLDG.
I VARIES LW; LOAD WIDTH,
NOTES: l p VARIES .
I. ANCHOR 1'. r OPEN BACK EXTRUSION W/ 1/l' j 2414' CONCRETE FASTENER IRA)(. QF 7-0' O.C.
AND W/ W 6- EACH SIDE OF UPRIGHT ANCHOR I- IT 2- 70 ONCR TfwCiOOwXF STeh . 2.12-oF'2'- ' I
CONNEWASHEI(S ORIi10 t 2'1r1' WASHER HEADED SCREW 2`0_ O.C_ ANCHOR BEAM AND COLUMN
CTIO OR V//ANCNOR�CUPS AND f2),98 SCREWS W/ WASHERS @ EACH P, N .f7 OF
CONNECTION.
3. SELECT FRONT WALL BEAM FROM TABLE,USING LARGER LOAD WIDTH VALUE OF'012 OR P12. O.H.
]. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.13
K. ANCHORS BASED ON R20 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING
CONVERSION:
100.723 130 1�0 150
L8 Ftq 912
TYPICAL SCREEN.ROOM
' SCALE: 3/16'. 1,4,
Lawrence E. Bennett. P.E. FL f! 16644
o.. uc.<c.: nsm,c,,, oomacwr
�ruAno<; ar.lm.n. �•
--- r"I tirlN,ap.
I6.7 I _-
.
I
I
SCREEN, ACRYLIC & VINYL ROOMS
COIAP051TE ROOF PANELS
(.) 114• 1 <' LAG BOLTS W/
1.1/4' FENDER WASHERS PEn
r'-,-PANEL ACROSS THE
FRONT AND 24-IO.C. ALONG
SIDES
2'. T OR T -0• HOLLOW
INTERIOR BEAM (SEE TABLE
3m1
I(OSI STRUCTURE OR
FOURTH WALL FRAME
PANS On PANELS
ALUMINUM ROOF SYSTEM
PER SECTION 7
CARRIER BEAM POST
TYPICAL SLOPED SOLID ROOF ENCLOSURE
SCALE: N.T.S. '
ALUMINUM ROOF SYSTEM PER SECTION 7 HOST STRUCTURE OR
-��
RIDGE BEAM (SEE TABLES
3A.1.<)
- I SECTION 3A
SECTION 3A ,
RISER PANELS ATTACHED PE
CHAPTER T
HEADER ATTACHED TO POST
W/ MIN. (3) L70. 1-12' S.M.S.
IN SCREW BOSSES
GIRT AA/D KICK PLATE 2'. 2'
HOLLOW RAIL
2' . 2'• 2' . ]- OR 3' . 2-
I
HOLLOW (SEE SPAN TABLES
I
FO{ ,SNAP EKTRUSK)NS GIR
'ATTACHE .TOPOST WITH
MIN. (3) C/d f.1? $.M,S. IN
SCREW.BOSSES"
'OST ATTACHED TO BOTTOM
'1' K 7 OPEN BACK BOTTOM
WI MIN. (3)i10. 1-I?
.''TAIL .
S....S W SCRE*8OSSES
2-1/A' MASONRY
. ANCHOR QS:FROM EACH
POST AN6'24' O,C:(MAX.)
TYPICAL UPRIGHT DETAIL
SCALE: 3-. 1Y0= '
FOURTH WALL FRAME
USE SEAM TO WALL DETAIL
TYPICAL GABLE-SOLID.ROOF ENCLOSURE
SCALE:. H.T.S. .
Lawrence E. BenneR P•Et FL K 16644
.. Jr L•G.fl.. ci.iaor.enawn...w
1 .. w. n.l.s ian.o.vlo..w v.1r
. RMnOK'Pi111a.v
Fu• M11s1u1.
SCREEN, ACRYLIC & VINYL ROOMS
ALTERNATE CONNECTION:
(2) 910 . 1.12• S.I.S.
THROUGH SPLINE GROOVES
EDGE BEAM
( .
1-. r OPEN BACK ATTAC)'E,
SIDE WALL HEADER '
TO FRONT POST W1
ATTACHED TO 1-i 2- OPEN
F 10 . 1.1!!' S.M.S. MAX, 6.
-BACK W/ MIN. (2) 910. 1.12-
FROM EACH END OF POST
S.M-S.
AND 2C QC
'
SIDE WALL GIRT ATTACHED T(
1'. r OPEN BACK W/ MIN- (3)
i10. 1-12' S.M.S. IN SCREW
BOSSES
FRONT wALL
ALL GIRT
O
O
FRONT AND SIDE BOTTOM
'
'1• . r OPEN BACK ATTACHED
RAILS ATTACHED TO '
CONCRETE W/ 1N'. 2-1/4•
TOFRONTPOSTW
CONCRETE/MASONRY
110. W 2' SA1S. LLVL 6'
FROM EACH END OF POST
ANCHORS @ 6' FROM EACH
POST AN02i' O.C. MAX. AND
AND 2C O.0
1' WALLS MIN. 1' FROM EDGE OF
MIN. CONCRETE
TYPICAL & ALTERNATE CORNER DETAIL
SCALE: 3'. 1-4r
Lawrence E. Bennett. P.E FL # 16644
I( Lawrence E. Bennett. P.E. FL k 16644
O /Wrr�o.^Pr n vNr �•"A••a< Pvl� rr.
r rn••c na. ' 11r1 N1m' I' .• _w..... . .
SOLID ROOF PANEL PRODUCTS SECTION 7
Table'7.LA SV uclall Bnildin9 Syslems in,. So]p L lock 0 Com Posile Rool Panels
nllowilllt Spans for Composite Roo[ Pa-ls,@ various Loads
Alvminum Alloy 310511.14. N; 2S Foam Core E.P.S.'It Density
Naw1a<kn.,, r, ktary P,. ,-:
a•.
' 1Ymd
ua Op.n Strv(lu,�.
Nono3leNd R.il
S<,.ad R..m,
[ARKI^dewe+.
CY,+I McOvlae Roan,
En<I,e,eO
O%t•nayl
C.nl�k•.•
gran
aN1
,P,n.�ipan
.Pan
,al•^'+r•^
ILT
)
,pan
a•
•Pan
nP'
0.w1A
1,. xr11
'7r�•
'']JAW "2JV.'
Pam'-•]7•r
1t'.tt'
1T•1'.:
17'•9:
t['-]'
a'A'.
o Nrll
]I'+'
7J•,C
.Ira
i.11W
1v-W
)v.r
17-
tT+•
7.
a'a
1l0 NPII
]vt'
)T:5-'
7r.1+•
•a-
t -s'
1C•Ia'
.17
,r-11"
,Jr
a'O'
,1)1mN
•Irr•
]I'no'.
]r-,-
Ir., r'
tP•11'
.t1<'
fra'
tr-7-
•'a'
t IO NPH
lL'A'
1v]'
IT•T
'1 .11,
',Ttr'
W-]'
.11'•t'
,T-11'
t7i'
t'4'
xO P.
W.
Ira-
lrJ'
,7<•,.tr.r
lv:)•
,rd•
O'•1'
.:).
,SONPM
t77
W.-
1 7.3.
tJ.a•
it -sr
1 ra'
re .
1v4'
w.•
y.n'
wn.e
•OMilrv.l•,.+
N 1:4s,Md Natr
a..... R—
LAnM dC-11 -
GI.,,L YedWa. Rea^+
ErNYae<
O-.•nanrl
Gan 1•.•
span
+P.v
'span
'+P«
,Nn
aP«
aP,n'
Pw
,".PH
]a'.11'
]T-11'
N'a
2r•IC
KJ'
7T-T
1Cd'
7P•1R
iv-7:..
t'd+
ytO;NPN
']!'•11`.
.]T•It'
]YO'
"71'•Il'
]t'6"
2T2'
,CS
1T-]'
179;4/PPI
TT•1v
ird'
]7•lv
27-1'
tr.a'
lr2-
1T+1'v
t'a
11] YPN
771 '
7T-T
1a T
r•tv;
!7•T .
1'-S'
lri'
lra
1Ti
a'a
T]. PR�71T.
IJ•r•
]Tfv
trY-M+P
M-T
lra:
lT.r
las•
ra
l oNPN'
fa3'
1C-1'
131
A'+S
lCa
IS•]:
17a1-
1<'•7'
'1)2'
a'a..
W NPH
'la'3'
1C]'
ISr
Ie'3',
IC•]
1'-]"
11'S
1]'•]'
17�'
a4 .
- - .•Op<n SfIKM., Sart<PRl'pin' G4„LMedWM Ream, O•vnanfl
1'T^Ad x.«SI.D.dR«I tAnxh<Ccnn EIA<ba.d Cami•.,
"Aa•-
st
SOLID ROOF PANEL PRODUCTS SECTION.]
v8 a lR' cORROSIO,
.RESISTIVE WASHErt HEADED
0,02d' ALUMINUM COVER PAN 'SCREWS'@ 21• D.C.
OR CONTINUOUS ALUMINUM ALTERNATE to 1R' S.M.S
SHEET Wr Irr 0 wAsltEP{
Z
1 W 1
TYPICAL INSULATED PANEL
. SCALE!, 7--: V-0-
NOTES:
1. INSTALL RIGID FOAM INSULATION INTO ALUMINUM ROOF PAN.,
2. COM INSULATION WITH 0.024' PROTECTOR PANEL WITH OVERLAPPING SEAMS.
J. INSULATION PANEL SHALL BE CLOSED WITH ALUMINUM ENO CAP.TO SECURE I I'
PLACEMENT AND TO DISCOURAGE THE NESTING OF WILDLIFE AND OR INSECTS.
A. PROTECTOR PANEL WILL BE SECURED BY Ld E SfW CORROSION RESISTNE WASHER
HEADED SCREWS; ' f
S. SCRE yl PArrERN *i piE 12. ON ACLPERIMETERS AND 24• O.C. FIELD ON CAEXI .
PANEL.
G. ALUMrNgM ENO CAP WqL BE ATFACHEOWITH (]) fL s lrC CORROSION RESISTIVE
WASRER HEADED VAEWS. -
NOTE: FOR P(JIEL SPANS W/0.02C ALUMINUM PROTECTIVE COVER MULTIPLY
SPANS IN.SECTION 5 OR 7 BY 1.28 FOR If-28 METAL G 120 FOR H-I[ OR H•25 MET7iL '
lvind x ' s1.NdRw1 tAlYen. ••'--
RaDbn
IN Pan aN D n.. Ipan aNn .p Nn aD R«I+ �
100 NPN 3T- )1'a' ]O•l' ]['Y ]rac IC•1y ]yay 2r1` P3:6 ra ,
. _., r__� __.. r—r'r. �� -..-� l ..�• I trt•.r uo_,Irl rn .I
Lawrence E. Bennett. P.E FL 4 ;r�6a<
I
I Lawrence E Bennett. P.E. FL!
C 16GGd
-
I. <sn 4.e.t�.Da«O�o+6w•Nav :.:
I
on E•c �. �MPna,v���
'sw�� ��ev"D�OnO.
n• ilOHw.IOG.I•vOtr]: P.S: S" wh•ATa'<IKIm�'n'
•u Mnln aNa
'nYlaOdl
LOC'}ly B -as S:O:'
_�
aC r
tact
..-.t^.,..
i `. <O•A,GM aa.•
{'^n.aonrn<«+no„uP...w.o-:.....n•..n....�
�•••••-••a•,-•..•...._._.. ...----
r.•a,
�. .nm ^r,.oart'<o.^.•w1 o,.. •.r� noVl n<^^^IEn.wnw•a•u.lArceE.aO.<n.•L 7-09
.III
I
.
SECTION 7
SOLID ROOF PANEL PRODUCTS
�I
•
•
'
N
W
R
ir
A
12"'It VARIOUS HEIGHT RISER ROOF•PANEL
. .,
.. SCALE: 3- T-0'
s
•
Table T.0.1'
Alr—ble Spans lot Riser Panels for Various Loads
'
Metal, USA Building Products L.P.
'
- Manulaclurers Propfielary produels: Aluminum Alloy 5105 H-2E
wmd
Or.n Sw<tatt
Y<ws1.Rt A —I
m
LAna<hEGw.n'
W�+L M-01a, A—,
Encl... d
O•111-91.
C,nk'kiir.
R.vbn
IL]
aNn
f
.pan
1 11L]
,paw.
ap.n
.']:
span
a 1
""'
1L]
"'
1
.pan
-so..
An
Root
1p0.MPN.•It'•P
1ir,H'
ta'-1'
W
1Ja1:
t •5'
ar-r
1r-T
Ir.],
la.-)•ml*��11`
Il .MRN
,la••)•'
+r•11•:
1
17•r
fsY
Iva
10r'
1]'.5•
Its-Jrr.
1r•-r
ll-:r
)T.r'
IY-5'
T-n'
I7-r'
Iz•fo'lrJ
Ire•-
Is.r
yr-lv:
4'.I•
rr
)z.s•
,ra-IS-r
Ica17d
lv1-
1rr
I7r
RLr
11'. t'
II'•]•lrr
4-
rr
1vd'
10•r'
W.•Ad
Op.a'Sfifi<fd: r,
N.«3bp.1RM
Scr..n 0.eemf
LA .<MEGmn
Gk..1 NodMal Roun,-O•I,nakyl
En<Iw.d
GanYLi�1
10o IN'N
IT•r
1r•T
Af-.P
al'.Iv
tC•Iv
IT•r.
,Tr
:,IS'3'
� lS•r'
.'+n '
1lP-NPH
.•lY'•'-.lr�]•.
1raP„�',l
X'�
,r t,
Ira
11'a'
:It'd•
x:1v
.'QI
titxPrl
eft•-'
tYA1v'
.If•7
.r•T
v.r•
1C•t'
1vY
•'1):t'
1)'ar
a'a11
tN,NPH
Ir-T'
.YYa'
ICY
17.11'
1T•t1'
Ira'
ICY
.lid"
I]'J'
1l0 MPN
tY•r
-lr-r'
trY'
1ri'
1r.v-
IvY
H,S
tS•II-
u'•r
)'•la'
ao MPH
1v-11'
Iri-
1—.
1va1'
-ly—
Ir-r
'Tr
t77
ISO MPH
tell'
Iri'
fl'•r._'.IO.11"
\I'r.
-IrY,'
Ta
It'-1'.
ll'-]'
l'6' I
�_mE�R�susP..
Lawrence C,. O.enpell.'P.E. N..I7 I66,11z
<a•. E•�ieN oM1Eao••4n.w.,a ,...•