Brista Del Mar Circle 1969 119.89,
- - - — - — - — - — - — - — - — - — - —
u r
CONCRETE BLOCK
FOUNDATION
10,
ro 6
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20.6'
s
JEA
BOX—l-,-M E w
L
72.44' 17.71 N
BRISTA DE MAR CIRCLE
R E V I S E D R L 0 T P L A N
S C A L E 2 0
L E G E N D L E G A L
r7
PIN!5H
451, imm
121, TMM
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SCREENED ENCLOSURES: SCREEN I VINYL AND SOLID COVER
SUN-717jF ID
76 mm
E
E
25 mm
1260 mm 49.60'
PROPERTIES mm in.
PITCH 76 3
DEPTH 17 0.70
NET COVERAGE 1218 47.95
TOTAL WDTH TRIMMED 1260 49.60
THICKNESS 0.8 0.031
RECOMMENDED PURLIN DISTANCE
ROOF 1000 39.37
WALL 1200 . 47.24
WHEN LONGITUDINAL OVERLAP IS FASTENED. CAN BE 1200 mm / 47,24"
MA)OMUM SPANS FOR ROOF PURLINS OF ALUMINUM ALLOY 6N3 T--6 FOR SOLJO COVERS
FOR MAXIMUM PURLIN SPAN: USE MAXIMUM MANUFACTURERS PURLIN SPACING 'W
EXAMPLE: SOLID PANEL SPAN 'W � 4'-0"; MAXIMUM 'L' FOR AN END ZONE PURLIN
2' x 2" x 0.044' EXTRUSION = 5'-0" INTERIOR ZONE PURLIN 5'-10"
ONE PIECE EXTRUSION FOR PURLINS AND HORIZONTAL BRACING
PURLIN SPACING END ZONES PURUN SPACING INTERIOR ZONES
2'-0* S-O* 4'-0" 2'-0' 3'-Or 4*-0'
2'x rx 0.OWx 0.12" D(TRUSION 7'-0" 5'-9" 5'-0" 8'-4* 6'-9" 5'-10"
2*x 2*x 0.093 OR 2x 3*x 0.050' EXTRUSION 9'-B' T-10" 6'-10" 1 l'-5" 9'-4" 8'-0'
2*x 4% (LOW EXTRUSION 1 l'-9" 9'-7" 8*-3' 13'-11" 9'-9"
PURLIN SPACING SHALL NOT EXCEED MANUFACTURERS SPACING LIMITS FOR 35 PSF LOAD
FOR WALLS NTH SOLID COVERING HORIZONTAL BRACING SHALL NOT EXCEED MANUFACTURERS
HORIZONTAL BRACING LIMITS FOR A 2b PSF LOAD
FOR BEAM SPANS CALL ENGINEER, DO NOT USE SPANS IN THIS SECTION AFTER DETAILS BEFORE SPAN TABLES
LAwRENCE E. BENNETT, P.E.
CIVIL ENGINEER&DEVELOPMENT CONSULTANT
P,0.BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904)767-4774
FAX 111 1 (904)767-6556
0 COPYRIGHT,1996
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E.BENNETT, RE. �W�3 6
ATTACHED ALUMINUM COVERS
MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS
OF 3105 H-28 ALLOY
WIND LOADS: CARPORTS, SCREEN ROOMS, AND OTHER OPEN BUILDINGS
O.H. CONDITION NO 0. H. l' O. H. 2' 0. H. 3' 0. H.
3"x 0.026"
100 MPH W. L. 1" 16'—l" 16'-5" 17'-0"
110 MPH W.L. 14*-3" 14'-5" 14'-10" 15'-6"
120 MPH W. L. 13'-0" 13'-2" 13'—r 14'-4"
3"x 0.03211
100 MPH W.L. 181-101, 18'—1 1 Ig'-3" 191-9"
110 MPH W. L. 16'-10" 16'—1 1" 17'--4" 17'—1 1"
120 MPH W. L. 159-4" 15'-6" 15'—1 1" 16'-6"
LIVE LOAD; ALL BUILDING TYPES
O.H. CONDITION NO 0. H. l' O. H. 2' 0. H. 3' 0. H.
x 0.
20 #/SF L.L. 1 1 ral-2" 16,—r 17'-2"
30 #/SF L.L. 13'—lm 13 13'-8" 14,
3"x 0.03211
20 #/SF L.L. 18'-4" '-5. 1 81-9m 19-
30 #/So L.L. —11" 15'—l" 151-6" 161-1"
L ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG.
2.THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L.TABLE GOVERNS.
LAWRENcE E. BENNETT9 P.E.
CIVIL ENGINEER&DEVELOPMENT CONSUIXANT
R 0.BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904)787-4774
F.kx#1 (904)767-6556
0 COPYRIGH 19M
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E.BENNETT, RE.
SCREENED ENCLOSURES: SCREEN I VINYL AND SOLID COVER
A K. ROOF BEAM SPANS FOR SCREEN & VINYL ROOMS AND
�00-014 9 111111:11k�GLASS ROOMS
2"x 4"x 0.044"x 0.120" S.M.B.
7- ll'- 5" 10'- 7" 91-101, 81. T,
81 10'- 8" 91- 81, 91- 31, 81- oll
91 101- 11, 91- 11, 81. 81, T- 6"
10, 9'- 6" 81. 81, 81- 31, 7'- 2"
ill 91. 11, 8). 31, T-10" 6'-10"
12' 8'- 8" T-10" T- 6" 6'-16"
13' 8'- 4" T- 7" 7','3" 6'- 3"
2"x 4"x 0.050"x TILT BEAM W/ 1"x 2"xO.044" EXTRUSION
7' 13'- 9" 12'- 5" 111-111, 101- 1"
81 12'-10" ill- 81, 1 l'- 2" 91- 8"
9. 12'- 2" 111- 01, 10'- 6" 91. 111
10, 1 l'- 6" 10'- 5" 101- 01, 8'- 8"
ill 111. 01, 9,-11" 9'- 6" 8'- 3"
12' 10'- 6" 9'- 6" 9'- ill T-10"
13' 101- 1" 9'- 2" 81- 9" 7'- T' '
MINIMUM D.L.+ L.L. FOR ROOMS LESS THAN 200 SQUARE FEET
MINIMUM D.L.+ L.L. FOR ROOMS MORE THAN 200 SQUARE FEET
USE THE SMALLER SPAN OF THE REQUIRED D.L. + L.L. OR WIND LOAD.
NOTE: FOR DISTANCES BETWEEN UPRIGHTS OF 6' AND LESS,THE ADDITION OF
ALUMINUM FRAME DOORS AND WINDOWS PROVIDES SUFFICENT ADDITIONAL
FRAMING SO THAT THIS TABLE CAN BE USED FOR SCREEN AND GLASS ROOMS
LAwRENCE E. BENNETT, P.E.
CIVIL ENGINEER&DEVELOPMENT CONSUIZANT
P 0.BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (9104)767-4774
FAX#1 (904)767-6556
OCOPYRIGHT, 19W NOT TO BE REPRODUCED IN WHOLE ORIN PART WITHOUT 2
WRITTEN PERMISSION FROM LAWRENCE G.BENNETT. RE. 32