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0 ! '�r rt0l� V COP� COMPI-Aha TABLE-1 ALLOWABLE SPANS OF EDGE BEAMS BETWEEN SUPPORTS FOR PAN/POLY ROOF REVISiCNS
ALUMINUM PAN/POLY ROOF & WALL SPECIFICATIONS
TOTAL ROOF CLEAR/PANEL SPAN (140 M.P.H.) MAY 131, 2002
2001 FLORIDA BUILDING CODE SECTION 2002 BELAM SIZE a F-r- 1 o Fr. 112 FT. 14 FT. 116 FT. 18 FT. 120 F7, 24 Fr.
2..11 MAY 28,2CO2
3-x .045
PLAN EFFECTIVE MARCH 1,2002 7'19 7-1" 16-7" 5'2" 5-9" 5-5- 5'.3" 4-10" AUG.9,2002
2". 3". .097
9,1 1 9-1" 8-5" 7-10- 7-5- 7-0- 5-8" 5-2-
2"i 4-x .050 11'3" 10'3" 9'5" 8'1 1" 8'5" 8'0 7-7" 7-0"
2-9 5-X .050 14'1 12'10" 11,10" 1 1,1" 1 8.8..
Project Address: Permit No: .B..
2"� 8"x .050 15'7 14*2" 13'2" 12-3" 11-7" 11-0- 10-6- 1
.1.
201A 76lx a055 17'11" 18'4" 15'1' 14'2" 13'4" 12'8" 12 1 I'l
Project Description:
2"9 8"x .072 22*0" 20'1" 18-7- 1 17'5' 118-5- 15-7- 14-10- 13-8-
119'0" 117'11- 17'0" 116-2- 1
Occupancy/Use Type: 2-. 9"x .072 24-0- 121-11- 120-4- V)
R UJI
COMMERCIAL,INDUSTRIAL-DESCRIBE Z
SFD,MULTIFAMILY,
J�QLE- TABLE-3
LJ 0 In
POST SPACINGS FOR EXTRUnFD GUTTE & SELF MATING BEAM (2"0"x.055) POST SPACINGS FOR SUPER G & SELF MATING BEAM (2'x7 9W
N.055) 04 Z CE in
SCREEN ENCLOSURE ONE SIDE/SOUD ROOF OTHER SIDE SCREEN ENCLOSURE ONE SIDE/SOUD ROOF OTHER SIDE In
Design Parameters R
a rUJ
inimum Soil Bearing Capacity: 2500 Stair Live Load: PAIN/POLY ROOF SCREEN ENCLOSURE BEAM SPAN PAN/POLY ROOF SCREEN ENCLOSUREBEAM SPAN Z
M 20 FT 124 Fr 28 FT 132 Fr 136 Fr 40 Fr 20 FT 24 Fr 28 Fr 132 Fr 36 Fr 40 ZI
PROJECTION PROJECTION
V)
6 116-0"115'7" 15-2" 14-9- 14-6- 14'2- 6 FT. 18'0" 17'8" 17'0" 16-6- 15'10* 15W
First Floor Live Load: Dead Load: Partition Loads: :1109 0-..
Z
Z
8 FT. 14'0" 13'7" 13'2"12'9* 12'6* 12'2'; FT. 16-0" 15'8' 15'0"14'6* 1SIT' 13'6' w)
Z
10 rT. 12-0" 1 1-7- 11-2" 10-9- 10-6- 10-2- 10 Fr. 14'0" 13*8" 13'0' 12-6- 11'10' �2 3.
11'6" or
Z
CC
Second Floor Live Load: Dead Load: Partition Loads:- >J 0 Ck 0:
12 Fr. 10-0" 9-7- 9-2- 8-9- 8-6- 8-2" 12 Fr. 12'0" 11'8" 11'0' 10'6' 9'10'9'6"
Z
B-0- 7-7-
14 Fr. 7-2" 6-9" 6-5" 6'2 14 Fr. 10'0' 9'8"J!�L WC 7'10" 7'6 0
_T_
P0 _J
Roof Truss TC Live Load: TIC Dead Load: BIC Live Load: BC Dead Load:
POST LENCIHS&MING SOW OR METAL SKIN WALLS POST UNGMS&SPACING SCREEN OR MEEAL SKIN WALLS
TABLE 4 TABLE: 4 V)
MAX POST I mAx. POST ImErAL SKINED MAX. POST MAX. POST METAL SKINED
Wind Loads POST POST
SPACING HEIGHT WALLS SPACING HEIGHT WALLS
I/ SIZE
Code Edition Used: 2001 FBC OR ASCE 7-98 SIZE
2"&*4.045 HOLLOW F)R DOOR JAMBS A OUTSIDE CORNERS OF BEARING WALL 2**x2"xo.0_45 HOLLOW F DR DOOR JAMBS d: OUTSIDE CORNERS OF BEARING WALL
Exposure C atagory:_(8 orC orTested 4' 0' 9- 4- 4. S. 4. 0. 19' a" 10, 8"
5- 0" 8' 9- 4' 5- 5@ 0" 17' 9" 9. 6.
2' X 3* x 0.045 2" x 6" x 0.050
S. 0. 8' 0' 4- 2" OR 16' 3"
Building D)signed as: Enclosed: Partially Enclosed: Open:
7- 0' 7- 5" 3, 11* 3 x 3 x .125 7' 0' 15, 0"
81 0. 6, 10" 3- 8- 8, 0" 14' 0" 7' 6"
Mean Roof Height: :5 30 Ft. (Greater than 60 ft.must use ASCE 7-98) Importance Factor: 0.77 4' 0' 1 2. 1. 5- 9- 4' 0" 23' 0" 0
5' 0" 21' 0"
2' x 4" x 0.050 5 0 10, 10* 5' 2 0
a. 3_7 2- x 7' x 0.055 61 0.
Basic Wind Speed: 140 (3 second gust) Roof Live Load: 30 p.s.f. Roof Dead Load: 3.0 p.s.f. OR 9, 10, 4, 9 OR 19, 1" Z
3 x 3 x .060 7' 0' 9' 2" 4' 4- 4 x 4 x .125 7' 0" 17' 8"
86 0" 8' IS' 4. 0.. 8. 0.. 16' 6"
Internal Pressure Coefficient: Design Roof Pressure:20 p.s.f. Solid Roof) A W 0
4- 0' 15' 9- 9- 5"
If ASCE 7.98 analytical proceedure is used) 5- 0" 14' 2" 8' 5"
2' x 5" x 0.050
Design Wall Pressure: 18 p.s.f.
OR 58; 0.' 12' 10" 7' 11"
x 3 x .090 130; 7" P
1 8' 0"
Reviewed-for Shearwall Requirements? YES WJP NO If No, Reason:
L
Impact Protection Required? YES NO If No, Reason: SCREEN
Actual positive and negative pressures for each window, door ect, are to be labeled on the plans.
Commercial and multi-family flat roofs require uplifts by zone indicated on the plans for decking and finish.
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I certify that I have designed the structure associated with this form to comply with the applicable structural (y)
-6
cr cq
portions of the Florida Building Code as adopted and enforced by all Counties Planning, Zoning& Building
0 Li-
Departments, Building Division. I also certify that the structural components, systems, and related elements
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provide adequate resistance to wind loads and forces specified by the current Code provisions. 0
MAX PANEL SPANS
3" LY - ROOF 3-PLY INTERLOCKING��R��NE� TH K.
4' AND 6' PO! W
Name: N1. Khanal �ANDWICH PANEL - FACINGS 0.024 OR 0.032 ALUM. T 0 Fr.O.H. I ET.O.H. 2 Fr. O.H. L C\I 0
Loy -45
(7A RENE
3105 H14/H25 CORE. EXPANDED POLYSTY
ENCLOSED 0.024 12'8" 12'10" 13-3" 31. 0 C
E.P.S. DENSITY. - C\I co
ENCLOSED 0.032 14'10" 14*11 15'5"
License No.: 16515
ENCLOSED
THI5 ORAWING DOCUMENT 6 THE 5CLE BUILDING 10.024 10'1 1" 11'2" 11'7"
48"
5ROPEM Or NAGENDRA KHANAL 4 DAVID ENCLOSED -9-
UTTON.WRITTEN CCIN5ENT 15 NEEDED TO BUILDING I 0_032 12 13,13" i 13';J
1U.PRODUCE ALL OP PART OF IT5 CONTENT5.
SPECIFICATIONS
MAX PANELSPANS
0 2002 NAGENDRA KHANA�DAVID 5UTTON -
NEL ALLOY .3105114/1-125 P�NEL THK.
'3INTERLOCKING ROOF PA ATFCH 0 FT.O.H. 1 FT.O.H. 2 FT, O.H. 'DRAWN 11
1.SHEET METAL SCREWS SHALL BE PLATED OR STAINLESS TO ANY EDGE BEAM w/ MIN. (3) #8 x X" TEKS EACH PANEL 11' T DAVIDYSLITTON
0.024 13'11" 14-1" 1416" 4" CHECKED BY:
2.ALUMINUM FASTENERS SHALL BE OF ALLOY 2024-T4 MAX PANEL SP NS I Ii
PM THICKNESS ' 1 0.032 1 r.'o"
3. BEAM ALLOY SHALL BE 6063-T6 POST,PURLINS,ANGLES,AND 0 FT.D.H. I FT.O.H. 2 FT. O.H. ENCLOSED 16-2" 16-6 L SCALE
T" AS NOTED
T ENCLOSED1
CHANNELS ALLOY SHALL BE 6063-T5 I ENAK"O"S-ELY, 0.0 2 4 5'4.. BUILDING 0.024 11111" 12-2" 12'7" DATE
4. MINIMUN"rHICKNESS OF THE ALLOYS SHALL BE 0.040 INCHES. PARTIALLY 9'1 3" ENCLOSED1 4.01. 48'
8.11.. 0.032] 14'4 PROJECT:
Irl, BUILDING 13.9
5.CONCRETE TO BE 2600 P.S.I. ENCLOSED 0.0,30 B'9 9
PARTIALLY
6.T-BOLTS,TAPCONS,LAGS,SCREWS,TEKS SHALL BE 24"D.C. 0.036
ENCLOSED 11'5" 11 110" MAX PANEL SPANS F
12" FP_�NTIE'I_ TH K.
ILLY '15" 0 FT.0.11. 1 FT.O.H. 2 Fr. O.H.
7.ALL EXTRUSIONS MAY ACCEPT EITHER FLAT OR ROUND SPLINE. P=11 0.0401 123 12 12'10" JOB#
E
INSTALLED'rO HOLD 18 If 14 OR 20 120 SCREEN INTO EXTRUDED -ENCLOSED 0.024
0.0241 5-8" 5-11" 5-4- 17-3" 17'5" 17-9"
BUILDING . . .
SPLINE GROOVES. - T SHEETN..:
LO 8.91, PARTIALLY
ENC SEO 0.030 8-2"
8.STRUCTURES DETAILED AND SPECIFIED IN THESE PLANS WERE UIL ]NO ENCLOSED 10- 19,11 20'0 20'4"
ENCLOSED 0.036 WES" 8-B.. 911.. ENCLOS 1 14-1 01. 15'1 15-5" TWO
DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE BUILDING BUILDISNEC?I O.U24
E I I
t 140 M.P.H.WIND ZONE. 0.040 9'5"., 9-lo- ENCLOS D 10.0321 48" of 2 Sheets
117-2- 1 17-5- 17-7-7
A—- TC iLUMINUM PAN/POLY ROOF & WALL DETAILS I0f4
REVIS S
r
2001 FLORIDA BUILDING CODE SECTION 2002 MAY 13,2002
—T7-
PLAN EFFECTIVE MARCM 1,2002
A MAY 28,2002
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ALUM. 3";NTERLOCKING RJ5E
ull CONTINCUS EXTRUDED rA5rffNCD 1 2"O.C. AUG.9,2002
r POSTt - �,I I If, 2 C1, -ONNECTION t ROD IININ PAN OR POLY
_)VIfFJ-1ANG PANELS 14 2x P05T TO BEAM C 'i" - -
13EAM CP Z d or F FASTENINGS m
DET SEE STRLR�TUPAL C-ONNEI-TION DETAILS)
SELECT T,,FE 4 SCREEN KEAKFOPM f-LASHING (SEE STPUCTUPAL CONNECTION DfTA;1L_S) ALUMINUM ROOF
ASNffffDI!D WHEN
SPAN5 SHIffffT FRAMED PANELS
2 of 27 �AND POC)ff ATTACHED TO EXTRUDED EXTRUDED EDGE IIIAM:� EXTPUDID`ACIA
5 ��E Z
NED FACA FACIA GUTTER
W LLS F
A PER FOOT
0 2 L pE=M[N.1
2 attlu 2x2 2x2 2x2 2x2 m
. ......... \LROOr U2 w ix2 IX2 1x2 It
OVERHANG \-13EAM POSTTO V)
Ni'-EEAM CANT_1LEVER )VERHANG
CANTILEVER CHAIRAIL LJ
CONNECTION Z
-% I U-1 0
W ATrACHED SCRUN ROOK PATIO,CARPORT SEE 9 Ln
-NAN VEL Of i
STRUCTURAL
2
SCREEN OR 0i CONNECTION Uzi In
KICKPLAT! DETAILS)
2)a 2x2 2" 2x2 2x2 2)(2 2x2 2X2 V) :,n
2)(2 < I
2 �IN.
OVERHANG- 0 FFSET IX2 0
F-- 'm � z
EDGE
SIDE == I
1X2 0 1
L 1x2 w
2
A UM.ROOF 4
TYPICAL
m �0 Lj
PAN ffL5 2 HOLLOW ALLOWED P.;� Of
�a) L D�
OR
r tu (L
SELECT TYPE!$ DOOR'J'AMBS(NOT TO EXCEIED 7 2x POST BASE CONNffCMON rA
POSTS (L MAX WIDTH PER SIDE WALL SCREEN PANEL 15 8 FT. 0 0
SPANS SHEET 2 G"HEIGHT).SEE TA13LE-G SHEP-7-2 (SEE STRUCTURAL CONNECTION DETAILS) Ld
< >
BEAMS
2 of 27 U. `OR POST SIZE$ADD I x 2 TO
Z "x&x.093 FLAT BAR wl(3)#I Ox Va TEKS
V)
SIDE FOR DOOR JAMB. TYPICAL CARANA SCREEN ROOM ELEVA'nON Y4' 4-THPU-50LT w/1 14-1 >
2 x 2 x,125
SIDE FENDERWA5HEP 12'
8 #10 X 314 ANGLE w/(2)
OVERHANG't-. O.C.FOP POLY Floor TEKS 12'
O.C. A x 24"
STRUCTURAL COWICTION DETAELS 3"INTERLOCKJNG SCREEN THRU-13OLT5
BEAM EAm
B ROOF
EDGE 13EAM SPAN THPU BEAM
CANTILEVER. CA ZILEVtR PANEL BEAM (1) 4x 1 s/V
THRU BOLT
TOTAL POCIF WIDTH VARIES 2 OR 2X2 FASTENED-1 Op POLY-Poo,
2" ON CH
IX ANGLE 51DE
PLAN VIIEW FIZEE STANDING CARPORT 3N 12"PAN 14 x 4"LAG BOL01 2- TO GUTTER wl#14 x C 4 x WTHRU-BOLI 2 x 2 x INTO GU7rER
!e4 x 4"BOLT 24"O.C. OR. TEKSCREW24'0. .
'O.C.w/114"FENCER (3)#5 x FEN DER 125 ANGLE A
W/ 1 14"FENDER POLY-ROOF w 4 ALSO#1 2x3/4
WAS ER,FOP WASH EK 1IOR. TEK5 EACH WASHER 24' W/#Iox yp 241 O.C.
H @
POLY-P,60F. ROOF PAN O.C. FOR TEK5 12'-L/1'
POLY-ROOF ON I x2
3N 12"PAN ej i=Ii=
(3)#8 x/2"TEKS EACH (PAN ROOF (3)A5 x/211 A j POLY-ROOF O.C.FOP 5CRfEN
ROOF PAN FOR TEKS EACH OR PO
[ NOPWINSULATED POLY PCOF CHANNEL Z
ONLY)POP _tj
2x3 OR 3)(3 OR NON-INSULATED ROOF ROOF PAN POLY-POOF ROOF 3N 12" (TYPCAQ
3x3 OR 4x4 POST INLINE POST PAN
4x4 P05T TO EDGE FOR
t=.125
r
: EACH
NON-INSULATED 2 x POST /-OR (3)#8 X (2)Z x3j,"
(2) 14 x 2 12" BEAM USE POLY-FICOF POOF PAN FOP THRU-BOLT @
ROOF OR 3 x 3 J X
OR (1) A x 312" EACH POST
4x4, NON-INSULATED POOF L_,A_j
2"x3'OR 2N4"HOLLOW rT,,L)-,,.LT 2
14 x 3 12 x G P05T SEE TABLE
SCREENCHANNELOR 2�: 9 2 x 2 x EXTRUDED GUTTER&2"x7"BEAM DETAIEL
OR I#'. POST I x2x.OG25 U-CUP wl
%"x 34".412",GYL"
HOLLOW MATED TO (4)#1 Ox%"TEK
14 x 4 12" �I:X2 THRU-BOLTS(2)_,'-' NOTCH ED 125
SCREEN CHANNEL w/#10 x2" ANGLE wl
THRU-BOLT5 TO SCREWS OR(2) (3)#6 x 12'TEK$EACH
THRU EACH ROOF PAN FOP J
S.M.S. @ 24"O.C.(INO t \\,4-
2`x2"= 2N3"EDGE BEAM) POST RECEIVE #I 0x2"INTERNAL #lox yg, 14 x 4'THPU-BOLT wl 1 14"
CORN POST 2 x 2 2 x 2 x 2"BEAM SCREWS FROM I x2 TEKS 12" FENDERWASHER 12" NON-INSULATED ROOF
(I N2"4 2N3" 2N4"EDGE 125 O.C. 0.C.rop,POLY ROOF
(POST TO 2x2 PURUN 2 x 2 x.125
BEAM) rcT,0c,_)R,P x 0 R I N L I N E ANGLE w/#10 x 51g' 2 x WIDE FOR ScReeN ROOF 13FAM
CAN BE 3'INTERLOCKING ANGLE wl(2)
:D
:C0 P N*a2 2
R POST x
To I x 2 OR IN U NE
POST 2x SNAP TEKS, 12"O.C.FOR I (G),(T),OR(E) POLY-POOF OR POLY-KOOr I x5x2x.1251 x 2121
BEAM SEE
(ALUM.P05T C NOTCHED EXTRUDED GUTTER
�6T BASE 4(2) P2,Cx)2 x 125 ANGLE EACH x 4 LAG BOLT wl I POLY-ROOF SCHEDULE TO PANE� ANGLE w/ THPU-BOLT5 I=
HER 12" (1)#I 2xy4l THRU BEAM
FENDER WAS CENTER SUB-FACIA
2 vv,In w I v E PI INS OR /4 x 2 E!OF POST4(1) 4"x 2 Y2" (D vi, cf)
O.C. FOR POLY_p1OOP TEK INTO $(I)Z.I ce)
3'x 12"PAN ALSO) REQUIRED
TAPCO N5 C R. 14"x 2 Y4 DRIVE PINS OR 4 x 2 4" GUTTE -6
Pup THRU BOLT
T-13OLT5 TAPCON5 OR x 2/4'T-BOLT5 /,--OR MIEN
I CONTINOUS,EXTPUDED ON FACH .4
3) ax POLY-ROOF (D Ir cy)
EXISTING H EADER ATTACHED wl OUTER ANGLE SIDE li�
CONTINCIL15 FACIA 15 INTO GUTrEP
4 ANGLE
a K�9 2 x 2 x.,125
CH
2x2 1 x2 EA yy x 3/2 MASONRY WALL Y4 x 2 LAG TO��AOA LESS FOR OILY ROOF ALSO#I 2xs/4'
HEADE ED OC
4/2".G/2" -A: ORSTUCCO @ 12 4 0 LL
Di MATED w/ 0 ROOF !R%TUEDIED THAN 1/2" @ 24-O.C. CL
#I Ox2"S.M.S. PAN THRU-BOLTS 3N 12"PAN OR 12"O.C. WALL THICK OR, ON I x2 >-,
-1 4 Ct$
FOR (2) FOR. SCREEN
@ 24"O.C. PoLy_Roor`�,, STU DDED WALL 3"LAG
I x2 SCREEN NON- THPU CHANNEL
POST 3'PAN ROOF INTO
EQUALS 2"x3" CHANNEL INSULATED EACH ADD I x 2" OR 3'.4",G", (2)Y4 (I 1+POST (TYPICAU
POST ANGI F TO WALL RAFTER WIDTH)THRU-BOLT _V4_ c\1
wl K x 2"LAGS ENDS @ EACHP05T
IN
AT
R
TN
U
C
D
N
1 2
.0
U5
E'ED
N
C
2 1 , W
x 2 x I POST I NTERNALY ROOF =3=::§2 FROM all POLY-POOF 5'SUPER GUTTER 0 a
ADID 2-Ina SCREWED THRU TO EACH STUD
.125 ANGLE
/-ANGI F ON SIDE OF POST HALF OF 14"x 2/2"DRIVE PIN,TAPCON, USE ANGLE WHERE W c\1 ca
ON EACH c) 0 THEN SCREEN REQU I RED To
FLOOR T-BOLT OR LAG SCREW 2T SEE TABLE 4-
SIDE Of 0 0 wl(2)#10 x 1 12" 2 F RAM E To (3)#10 x Ya"TEKS EACH
<
P05T�W(2) 2"x4" )p B.-Ax%M P05T # PUJMB HEADER To 5"SUPER GUTTER&2"x7"BEAM DETAM
_q.M.5.ORTOP M IJ 2'x'M"*,3x,3, (3) 5 x /2"TEKS EACH 12"PAN OR ANGLE 12*PAN OR,#10x
5T OP TEKS 1211 O.C. F FACIA wl#10 x 5/811
2 PO , OF I x2 TO SCHEDUI F 4 x 4,OR G x G #10 x WTEKS 12"O.C.FOR
THPU_98LTS2 GREATEP 130TTOM OF POST POLY-ROOF POLY-POOF TEKS 12"O.C.
/k PLATE I�x G/2'OP 84"wl(9)
P05T
# 5 EACH HALF
A. Y4 x 2/2"DRJVE!PIN w/A MINIMUM PENETRATION OF 2 INCHES,
'�TIN=U5
J MONOUTHI SLAB ON GRADE
rTAr''CON OR.T-BOLT TM RU I x2 SCREEN CHANNEL--:- C PILE TYPE POOTI-N-G-1 ORAM BY:
T 4x 31,"TAFCON /A MINIMUM PENETPATION OF 2 INCHES. STRIP TYPE DAVID SUTTON
24"O.C.$WITHIN G"Of EITHERSIDE OF P05T ) C S�AB w/ +
/4 x 3/4"T-BOLT wf A MINIMUM PENETRATION OF 2 INCHES. *�Tjp PE + 2x7 OR 9'
BEAM CHECKED W.
POST OR 3",4-1 + (GUTTEP ON
(D 0 ------- OR G"POST v L_T BEAM 51DE) 'CAUAS NOTED
STIFFENER,@ DATF_*
CHAIPPAIL ATTACHED TO POST
2'-01 A13OVE GUTTER BEAM SPILICE
CHAIPPAIL INTERNALLY wl MIN.OF(2)#10 x 2" PROJECT:
PILE FOOTING
ATTACHED TO 5.M.S. INTO SCREW GROOVES -all GxG l0/loWPEMF5H OR, G RADIE w/(2) x
+ Ila
I cy, 5. NO WIRE MESH WHEN BOLT EACH WAY
POST 2 1 �
FIBERCRETE 15 USED.
x x.OG25 THIRD POST JOB#
U-CLIP%W(4) (1)#5 ROD (1)#5 ROD NOTE: NO FOOTER Of THIS DRAWING DOCUMENT 19 TNE SOLE
PROFEM OF NAOENDRA KIIANAL 4 DAVID SHEETNo.:
#10 x%"TEK Z CONTINUOUS CONTINUOUS REQUIRE[)ON ROOF AREAS 9LrrrON.WRITTEN'CONSENT 19 NEMED TO
2 T
2X2 CHAIRRAIL 400 SQ.Fr.OR LE55
SCREWS 4�u t RE-PRODUCE ALL OP FAKT OF IT-.CONTMTS.
ONE
POST (1)#5 ROD 0 2002 NACENDRA"ANAL.DAVID 5UTTON
OR,BOND
MASONRY FASTENERS MASONRY DETAILS ANCHOR of 2 Sheets
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