HomeMy WebLinkAbout127 Brushcreek Dr 03-2591 Revision CarportREVISIONS
PERMIT # C':-FD DATES
ADDRESS
CONTRACTOR
PH # FAX #
DESCPRITION OF REVISION:
UTILITIES
FIRE
CITY OF SANFORD
INSPECTION RECORD
PLEASE CALL 407-330-5659 TO REQUEST INSPECTI S
PERMIT NUMBER ® I DATE
ADDRESS I t
OWNER Ar GploW WE -
DESCRIPTION OF WORK ( 8'Lr
BUILDING ELECTRICAL MECHANICAL PLUMBING
MONOLITHIC TEMPORARY POLE ROUGH IN R.I. UNDERGROUND
FOUNDATION R.I. UNDERGROUND R.I. CEILING R.I.WALLS OR FLOORS
SLAB ROUGH IN - WALL HOOD SYSTEM TUB SET
ROOF/ WALL SHEATHING ROUGH IN - CEILING SPRINKLER SYSTEM SEWER
FRAME POOL GROUND GAS PII'E/LINE GAS PIPELINE
LINTEL/TIE BEAM CHANGE OF SERVICE FINAL FINAL
INSULATION ALARM OTHER OTHER
FIREWALL PREPOWER
FINAL FINAL
FIRE -MISCELLANEOUS OTHER
DRIVEWAY
OTHER
THIS CARD IS TO DISPLAYED ON STREET SIDE OF THE LOT AND
SHALL NOT BE REMOVED UNTIL WORK IS COMPLETED.
SANITARY FACILITIES REQUIRED ON SITE
WARNING TO OWNER: YOUR FAILURE TO RECORD A
NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.
IF YOU INTEND TO OBTAIN. FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT.
NOTICE OF COMMENCE NT REQUIRED: YES NO
BUILDING OFFICIAL
Nb/T1/,20i 11,'64
J JN^-11- 466 17:04
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41V5915312 FIRST AMERICAN TITLE ... PAGE 02
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41 i
I i
i JV
OVED
f
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
FOURTH WALL FRAME
IF REQUIRED)
BEAM SELECT "L" FROM
BEAM SPAN TABLES FOR
ATTACHED COVERS USE
A1' = W/2 + O.H.
EXISTING HOST STRUCTURE
DO NOT BLOCK
FIRE EXIT WINDOW
I
I
I
I
I
f
I
I
I
I
Co
J Ix
I
W VARIES— i iO.H.
SINGLE CARPORT - PLAN VIEW
SCALE: 3/16" = V-0"
3" RECEIVING CHANNEL
ANCHORS W/ (3) EACH #8
S. M. S. @ 12" 0. C. (SEE ROOF
CONNECTION DETAILS
SECTION 7) T
FOURTH WALL FRAME
IF REQUIRED)
EXISTING HOST STRUCTURE
SECTION 2
2" x BEAM OR PURLINS
SELECT'L' FROM BEAM SPAN
TABLES FOR ATTACHED
COVERS USE 'A2' = W/2 + O.H.
ALTERNATE BEAM LOCA
2" x 3" MIN. (SEE TABLE 2.2.1
AND / OR TABLE 2.2.2)
ROOF PANELS
SEE TABLES SECTION 7)
POST TO BEAM (SELECT FI
I TABLE 2.3)
I
LA1 = W/2
A2 = POST SIZE AND SPACING
I W/2+0.H. 4 (SEE TABLE 2.2.1 AND / OR
I 2.2.2)
PROJECTION
VARIES "
c SEE FOOTING DETAILS
PAGES 2-23 & 2-24
SINGLE CARPORT - ELEVATION VIEW
SCALE: 3/16" = V-0"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368. SOUTH DAYTONA. FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767-6556
fCOPYRIGHT2003 PAGEINOTTOBEREPRODUCEDINWHOLEORINPARTWITHOUTTHEWRITTENPERMISSIONOFLAWRENCEE. BENNETT, P.E. 2-3
SECTION 2 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS
7----------
cn
ROOF PANEL _
SEE SECTION 7)
o ANCHOR PER DETAIL FOR PAN
OR COMPOSITE PANEL
BEAMS MAY BE ANGLED FOR
FOR NUMBER OF BOLTS ANDGABLEDFRAME -
SIZE OF POST (SEE TABLE 23)
COLUMN NOTCHED TO SUIT
a
BEAM AND POST SIZES
SEE TABLES SECTION 2)
SIDE NOTCH PO, St _b-BEAM-CONIVEC-TION- _.
SCALE: 3" = V-0"
BEAMS MAY BE ANGLED FOR
GABLED FRAME
1-3/4" x 1-3/4" x 0.063"
RECEIVING CHANNEL T.HRU
BOLTED TO POST,W/ THRU
BOLTS FOR SIDE BEAM
SEE TABLE 2.3 FOR NUMBER
OF BOLTS)
COLUMN NOTCHED TO SUIT
Cn
w ROOF PANEL
SEE SECTION 7)
ANCHOR PER DETAIL FOR PAt
OR COMPOSITE PANEL
FOR NUMBER OF BOLTS AND
SIZE OF POST (SEE TABLE 2.3)
BEAM AND POST SIZES
SEE TABLES SECTION 2)
CENTER NOTCH POST TO BEAM CONNECTION
SCALE: 3" = V-0"
Lawrence E_ Bennett, P.E.
CIVIL ENGINEER- DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767-6556
PAGE
COPYRIGHT 2003
2-1 S NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
ATTACHED $ FREE-STANDING COVERS AND UTILITY SHEDS I SECTION 2
ANCHORS (SEE SECTION 9)
CONCRETE SLAB OR FOOTING
ALUMINUM/STEEL COLUMN
U' CHANNEL
SEE SECTION 9 FOR
CONNECTIONS)
CONCRETE ANCHORS
SEE SECTION 9)
POST TO CONCRETE CONNECTION
INTERNAL OR EXTERNAL RECEIVING CHANNEL
SCALE: 3" = l'-0"
ANCHORS (SEE SECTION 9)
CONCRETE SLAB OR FOOTING
ALUMINUM / STEEL COLUMN
2" x 2" WITH WALL THICKNESS
EQUAL TO OR GREATER THAN
COLUMN WALL
CONCRETE ANCHORS
SEE SECTION 9)
POST TO CONCRETE CONNECTION
INTERNAL OR EXTERNAL ANGLE CLIPS
SCALE: 3" = l'-0"
NOTE:
kTTACHMENT DETAILS SHOWN
REQUIRE DIAGONAL BRACING
FOR FREE-STANDING COVERS
RROSION RESISTIVE STEEL
THRU BOLT PER SCHEDULE
CONCRETE SLAB OR FOOTING
ALUMINUM / STEEL COLUMN
INTERNALEXTRUDED
ALUMINUM BASE OR BREAK
FORMED U-CLIP WITH WALL
EQUAL TO OR GREATER THAN
POST WALL . .
CONCRETE ANCHORS (SEE
SECTION 9)
POST TO CONCRETE CONNECTION -
TUBE..COLUMN BASE SCHEMATIC INTERNAL -BASE
SCALE: 3" = l'-0"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767-6556
COPYRIGHT 2003 PAGE
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. 1 2-21
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS I SECTION 2
2'-0" MIN. 3-1/2" (4" NOMINAL)
BEFORE SLOPE ALL SLABS
IilI 111 IIII„III,,I(1-1II III-1i1=1Ii=1Tl—T1=1l1=
TYPE I
FLAT SLOPE / NO FOOTING
W
1) 450 BAR CONT.
8"
TYPE II
MODERATE SLOPE FOOTING
2" / 12" - V-10"
1) #50 BAR CONT.
12"
TYPE III
STEEP SLOPE FOOTING
1'-10"
NOTES:
1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL BEARING PRESSURE OF 1,500
PSF. BEARING CAPACITY OF SOIL SHALL BE VERIFIED, PRIOR TO PLACING THE SLAB, BYFIELDSOILTESTORASOILTESTINGLAB.
2. THE SLAB/FOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS, AND COMPACTED PRIOR TOPLACEMENTOFCONCRETE.
3. NO FOOTING OTHER THAN 3-1/2" (4" NOMINAL) SLAB IS REQUIRED EXCEPT WHEN
ADDRESSING EROSION UNTIL THE PROJECTION FROM THE HOST STRUCTURE OF THE
CARPORT OR PATIO COVER EXCEEDS 20'4'. THEN A MINIMUM OF A TYPE II FOOTING IS
REQUIRED. ALL SLABS SHALL BE 3-1/2" (4" NOMINAL) THICK.
4. FOR WOOD FRAME UTILITY SHEDS THE MINIMUM DEPTH OF THE FOOTING SHALL BE 10" FOR
TYPE 11 FOOTING AND 14" FOR TYPE III FOOTING W/ 6" MIN. EXPOSED ABOVE GRADE..
5. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6x6-10x10
WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF WIRE MESH.
6. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE 11 FOOTING OR FOOTING
SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS.
SLAB -FOOTING DETAILS
SCALE: 3/4" = V-0"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER • DEVELOPMENT CONSULTANT
P.C. BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 7674774
FAX (386) 767-6556
COPYRIGHT 2003 PAGEe NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT` , P.E. -23
ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS I SECTION 2
Table 2.1.2-120 Allowable Roof Beam Spans
For Attached -Covers, Fourth Wall Structures, or Freestanding Gabled Carports
For 3 sec. wind g lst,_at_1.20._MP-H; using design load of 14 #/SF (43 #ISF for Max. Cantilever)
Aluminum Allov 6063 T-0
2" x 3" x 0.045" Hollow 2" x 3" x 0.050" Hallow Tilt
Load
Width ft.
Max. Span 'L' / (bending b' or deflection d') Load
Width (ft.)
Max. Span 'L' / (bending b' or deftection'd')
1 & 2Sap 3 5 anp 4 S anp
Max'
Cantilever 1 & 2Spa 3 S p an 4 S an pMax. Cantilever
5
6'-11" d 8'-6" d 8'-5" b 1'-5" d 5 6'-9" d 8'-5" d 8'-0" b V-5' d 6
6'-6" d T-11" b- T-8"• b 1'4" d 6 6'-5" d T-9" b 7'-6" • b 1'-4" d 7
6'-2" d T-5" . b 7'-2" b 1'-3" d 7 6'-1" d T-2" b 6'-11" b' 1'-3" d 8
F-11" d. 6'-11" b 6'-8" b 1'-2" d 8 5'-10" d 6'-9' b 6'-6" b 1'-2" d 9.
5'-8" . d 6-6" b 6'-3' b 1'-2" d 9 5'-7" d 6'4" b 6'-2- b 1'-2' d 10
51-6" . d 6'-2" b 5'-11" b 1'-1" d 10 5'-5" b 6'-0" • b 5'-10" b V-1" d 11
5'-3" b 5'-11" b 5'-8" b 1'-1" d 11 5'-2" b 5'-9" b 5'-T b V-1" d 12
5'-0" b 5'-8" b 5'-5" b 1'-1" d 12 4'-11" b 5'-6" b 5'4" b I 1'-0" d 2"
x 4" x 0.045" Hallow Tilt 2" x 4" x 0.044" x 0.100" Self Mating Beam . Load
width (
ft) Max.
Span 'L' / (bending b' or deflection d') Load width (
ft.) Max.
Span 'L' / (bending 'b' or deflection 'd') 1 &
2 Span 3 Span 4 Span Max' Cantilever
1 & 2 Spa 3 Span 4 Span Max. Cantilever
5
8'-7" d 10'-0" b 10'-1," b 1'-9" d 5 9'-11" d 12'4" d 12'-7" d 7-0" d 6
8'-1' d 9'-7" b 9'-3" ; b 1'-8" d 6 9'15" d 11'-7" d 1 T-7". b 1'-11" d 7
7'-8" d 8'-10" b 8'-7" b l'-7" d 7 8'-11' d 11'-0" d 10'.8" b 1'-10" d 8
7'-4" d 8'-3" b T-11' b 1'-6" d a 8'-6" d 10'4" b 9'-11" b 1'-9' d 9
6'-11" b T-10" b T-6" b 1'-5" d 9 8'-3" d 9'-9" b 1 9-5" b V-8" ' d 10
6'-7" b T-5" b 7'-2' b 1'-5" d 10 T-11", d 9'-3" , b I8'-11" b 1'-7" d 11
6'-4" b T-1 ". b 6'-10" b 1'4" d 11 T-8" d 8'-10" b 8'-6' b 1' 7' d 12__...___
ti'-..1."-_b-. 6'-9."..-b, 6'76" b 114" d 12 T-6" d 8'-5" b 8'-2" b 1'-6' d 2"
x S" x 0.050" x 0.100" Self Mating Beam ? 2" x 6" x 0.050" x 0.120" Self Mating Beam Load
Width (
ft.) Max.
Spa '12 / bending'b' or defle'etlon'd' Load Width
ft Max.
Spa n'L' / bending'b' or deflection'd' 1 &
2 Span 3 Span 4 Span Max. Cantilever
1 & 2Sa p3 Span p4 Span pMax. Cantilever
5.
12'-5" d 15'-3' . d 15'-7" d 2'-6" d 5 14'-6" d 1T-11" d 18'-l" b 2'-11' d 6_
11'-8" d 14'-5" d 14'-3" b 2'-4" d 6 13'-8" d 16'-10" d 16'-6" b 2'-9" d 7 _ ...
11'-1" d- 1 T-8" d 13'-3" b 2'-3" d 7 17-11" d 15'-10" b 15'-4" b 2'-8" d 8
10'-7" d 12'-10" b 17 4" b 2'-2" d 8 12'-5" d 14'-10" b 14'4" b 2'-6" d 9
10'-2' d 12'-1" b 11'-8" b 2'-1" d 9 11'-11" d IT-11" b 13'-6" b 2'-5" d 10
9'-10" d 11'-5" b 11'-1' b 2'-0' d 10 11'-6" d 13'-3" b 12'-10" b, 7-4" d 11
9'-61 d 10'-11" b 10'-7" b 1'-11" d 11 11'-2" d 12'-8" b 12'-2" b 2'-3' d 12
9'-3" d 10'5" b 10'-1" b V-11" d 12 10'-10" b 12'-1" , b 1 11'-8" b 2'-2" d Gabled
sloped roofs Include gables with a roof slope greater than 1" In 12". Notes:
1.
Above spans do not Include length of knee brace. Add horizontal distance from upright to center of brace to beam connection
to the above spans for total beam spans. 2.
Spans may be Interpolated. Lawrence
E. Bennett, P.E. CIVIL
ENGINEER - DEVELOPMENT CONSULTANT P.
O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE (
386) 767-4774 FAX (
386) 767-6556 COPYRIGHT
2003 PAGE
NOT
TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 2-37
SECTION 7 I SOLID ROOF PANEL PRODUCTS
COMPOSITE ROOF ANCHORING DETAILS
EXISTING TRUSS OR RAFTER
10 x 1-1/2" S.M.S. OR WOOD
OD SCREW (2) PER RAFTER
OR TRUSS TAIL
10 X 3/4" S.M.S. OR WOOD
SCREW SPACED @ 12" O.C.
EXISTING HOST STRUCTURE
WOOD FRAME, MASONRY OR
OTHER CONSTRUCTION
FOR MASONRY USE
1/4" x 1-1/4" MASONRY
NCHOR OR EQUAL @ 24" O.C.
FOR WOOD USE #10 x 1-1/2"
S.M.S. OR WOOD SCREWS @
12" O.C.
8 x 1/2" S.M.S. SPACED
@ 8" O.C. BOTH SIDES
C::a o..'.:::
ROOF PANEL
EU
l EXISTING FASCIA
ROOF PANEL TO FASCIA DETAIL
SCALE: 3" = 1'-0"
ROOF PANEL TO WALL DETAIL
SCALE: 3" = 1'-0"
8 x 1/2" S.M.S. SPACED
@ 8" O.C. BOTH SIDES
ROOF PANEL
NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA
FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS
BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS
INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE
WASHER HEADED SCREWS.
HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL
THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL
WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH
ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED
ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A
MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
P.O. BOX 214368, SOUTH DAYTONA. FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767-6556
PAGE
COPYRIGHT 2003
7-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
SECTION 7 I SOLID ROOF PANEL PRODUCTS
Table 7.3.6 Allowable Spans for 0.024" PRO-FAB Composite Panels wl EZ-LOCK for Various
Metals USA, Building Products Southeast, Inc.
Manufacturers' Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density
e.. xnh•w e__e n___..." kTrnrLt_- - I mace Rnnms
Wind
Region
Open Structures
ManoSloped-Roof
ScreenRoomsPartially 8
Attached Covers Enclosed
Enclosed Overhang / Cantilever
All
Roofs
1&
2 span
3
span
4
span
1&
2 span
1 3 span
4
span
1&
2 span
3
span
4
span
1&
2 span
3
span
4
span
100
MPH 21'-4" 23'-10' 23'-0" 20'-4" 1 22'-9" 21'-11" 13'-6" 16-1" 14'-7" 15--1" 17'-9" 16-3" 4'-0" 110
MPH 2V-4"-. 23'-10" 23'-0" 18'-8" 20'-11" 20'-2" 1 11'4" 13'-6" 13--1" 13'-9" 15'4" 14'-10" 4'-0" 120
MPH 20'A" 22'-9" 21'-11" 17'-5` 1 19'-5" 18'-10" 1 10'-B" 12'-5" 11'-6" 17-6" 13'-11" 13'-6" 4'-0", 123
MPH 19'-6" 21'-10" 21--1" 15'-11" 18'-11" 18'-3' 10'-5" 11'-7" 11'-3" 111-8" 13'-B" 13'-2" 4'-U" 130
MPH 18'-0" 20'-2" 19'-5" 15'-1" 1T-9" 16-3" 9'-10" 10'-11" 10'-7" 11'-1" 12'-11" 12'-6" 4'-0" 140
MPH 12'-4' 13'-9" 13'-3" 12'-4" 13'-9" 13'-3" 9'-2" 10'-3" 9'-11' 10'-3" 11'-6" 11'-1" 4'-3" 150
MPH 12'-4" 13--9' 13'-3" 12'-4" 13'-9" 13'-3" 8'-7" 9'-7" 1 9'-3" 9'-6" 10'-8" 10'-4" T-11" men --
n new- 12 9 nw- 1 —1 1=7-1 nrW I Glass Roams I Wind
Region
Open
Structures Mono -
Slope Roof Screen
Rooms Attached
Covers Partially
Enclosed Enclosed Overhang ! Cantilever
All
Roofs
1&
2 span
3
span
4
span
1&
2 span
3
span
4
span
1&
2 span
3
span
4
span
1&
2 span
3
span
4
span
100
MPH 23'-5" 26'-2" 25'-3" 22'-3" 24'-11" 24'-1" 14'-9" 16'-6" 15'-11" 17'-5" 19"-6" 18'-10" 4'-0" 110
MPH 23'-5" 26'-2" 25'-3" 20'-6" 22'-11" 22'-2" 13'-3" 14'-10" 14'-4" 15'-1' 18'-0" 17'-5" 4'-0- 120
MPH 22'-3" 24'-11" 24'-1" 19'-1" 21'-4" 20'-7" 1 11'-8" 13'-7' 13'-2" 13'-9' 1 164" 14'-10" 4'-0" 123
MPH 21'-5' 23'-11" 23'-2" 18'-6" 20'-9" 20'-0" 11'-5" 13'-3" 12'-10" 13'-5" 14'-11" 14'-6" 4'-0" 130
MPH 19'-9" 22'-1" 21'-4" 19'-6" 18'-10" 10'-9" 127" 11-8" 12'-8" 14'-2" 1T-8" 4'-0"6"
MPH13'S" 15- 14-7" jT-5"
5-
1"14014'-7" 10'-1" 11-3" 10'-10" 11-3" 13'. 4'-0" 150MPH13-
6" 15'-1' 14'-7 65 14W 9'4" 10'-6" 10-2 4'-0" X.
An-- ., n n'JA- 0--f 0-1 —1 C7-I nCit 1 Glass Roams I Wind
Region
Open
Structures Mono -
Sloped Roof Screen
Rooms Attached
Covers Partially
Enclosed Enclosed Overhang 1 Cantilever
All
Roofs
1&
2 span
3
span
4
span
1&
2 span
3
span
4
span
1&
2 span
3
span
4
span
1&
2 span
3
span
4
span
100
MPH 26'-5" 29'-6" 28'-0" 25'-2- 28'-1" 27'-2" 17'-5" 19'-5" 18'-9" 19'-B" 21'-11" 21'-3" 4'-0" 110
MPH 26%5" 29'-6" 28'-6" 23'-2" 25-10" 24'-11" 14'-11' 17'-7"- 16'-2" 18'-2" 20'-4" 19'-8" 4'-0" 120
MPH 25'-2" 28'-1" 27'-2" 21'-6' 24'-1" 23'-3" 13%9" 164" 14'-10" 16-6' 18'-8" 18'4' 4'-0" 123
MPH 24'-2" 27'-0' 26'-1" 20'-11" 23'-5" 22'-7" 13'-5" 14'-11" 14'-6" 15%1" 18'-l" 17'-6" 4'-0" 130
MPH 22'4" 24'-11' 24'-1" 19%8" • 21--11" 21'4" 12'-9" 14'-3" 13'-9" 14'4" 16-11" 15'-5" 4'-0" 140
MPH 16-3" IT-O" 16'-5" 15'-3" 17'-0' 16'-5" 11'-4" 13'-2" 12%9" 13'4" 14'-11" 14%5" 4'-0- 1
50 MPH 15'-3" 17'-0" 16'-5" 15'-3" 1 17'-0" 16-5" 10'-7" 12'A" 11'-5" 12'-5" 1 13'-11' 13'-5" 4'-0" n
ne•n na n___1 ..a c7_1 nrrr I . Glass Roams I Wind Region
Open
Structures
Me -Sloped
Roof Screen Rooms
Attached Covers
Partially Enclosed
Enclosed Overhang 1 Cantilever All
Roofs
1&
2
span 3
span
4
span
1&
2
span 3
span
4
span
1&
2
span 3
span
1
4 span 1&
2
span 1
3 span 4
span
100
MPH
29'-1' 32'-6" 31'-5" 27'-8" 30'-11' 29'-11" 19'-2" 21'-5" 20'-8" 21--8" 24'-3" 23'-5" 4'-0" 110 MPH
29'-l' 32'-6" 31'-5" 25'-6" 28'-6" 27'-6" 17'-4" 19'-5" 18'-9" 20'A" 22'-5" 21'-8" 4'-0" 120 MPH
27'-8" 30'-11" 29'-11" 23'-9" 26-6" 25'-8" 1 16-1' 17'-7" 15'-4" 18'-5" 20'-7" 19'-10" 4'4" 123 MPH
26'-8" 29'-9" 28'-9" 23'-1" 25'-9" 24'-11" 14'-9" 16-6" 16-11' 17'-10" 19'-11" 19'-3" 4'-0' 130 MPH
24'-7" 27'-6" 26-6" 21'-6" 24'-3" 23'-5" 14'-0" 151-8" 15'-2" 15'-9" 18'-9" 18'-2" 4'-0" 140 MPH
16'-9" 18'-9" 18'-2" 16'-9" 18'-9" 16'-2" 12'-11" 14'-6" 14'-0" 14'-9" 1 17'4" 15'-11" 4'-O" 150 MPH
16'-9" 1 B'-9" 18'-2" 16'-9" 18'-9" 18'-2" 11'-8" 13'-7" 13'-2" . 13'-8" 1 15'A" 14'-10" 4'-0" Note: ,otal
rooT panel wlam = room wiam + wan w+mn - uv01114na. Lawrence E.
Bennett, P.E. EMIRS USA" CIVIL ENGINEER-
DEVELOPMENT CONSULTANT Building Products Southeast, Inc. P.O.
BOX 214368. SOUTH DAYTONA, FL 32121 1107 NORTH THOMAS 90. , LEESBURG, FL 34748 TELEPHONE (386)
7674774 1 TEL: (352) 787-7766 FAX: (352) 787-4517 FAX (386)
767-6556 FLORIDA 1-800-342-9077 NATIONAL 1-800-874-0002 PAGE COPYRIGHT
2003
7.38
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E.