HomeMy WebLinkAbout04-2688
I.
I
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT SINGLE FAMILY RESIDENTIAL
2688
Permit Number: 2688 , Issued: 1/29/2004
Permit Type: GENERAL BUILDING PERMIT
Class of Work: SCREEN ENCLOSURE
Proposed Use: NOT APPLICABLE
Sq. Feet: Est. Value:
Cost: 1,148,00 Total Fees:
Amount Paid: 60.00 Date Paid:
Address: 5210 19TH ST
ZEPHYRHILLS, FL
Township: Range:
Lot(s): Block: Section:
Book: Page:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number:
/. Name: HITE ALUMINUM PRODUCTS INC
Addr: PO BOX 491292
LEESBURG,FL. 34749-1292 I
Phone: Lie: ,Phone:
----Work Desc:BUILDlNG SCREEN WALLS UNDER EXISTING ROOF---~---------
Name: ABELL,CHARLOTTE
Address: 5210 19TH ST
ZEPHYRHILLS, FL. 33542
I
2/IO(OL( I I-W'c
T ID ALL
PRE-SLAB I CONSTRUCTION POLE 2ND ROUGH PLUMB I DUCTS INSULATED
LINTEL i PRE-METER WATER ' FINAL MECHANICAL
FRAME MISC SEWER I MISC
[INSULATION WALL MISC I MISC, . MISC,
INSULATION CEILING i MISC, . MISC, I MISC,
I DRIVEWAY 1 MISC, i MISC, , FIRE DEPT, FINAL
I :~~~~c~:~~;::D~~:~~:;.~~r:~~~~~r~:d~~~~~C::~~p ~~~~~:~rr:~::Of the followingreasOns;-a---
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(a) Wrong address (b) Condemned work resulting from faulty construction (c) Repairs or corrections not made when
inspection called (d) Work not ready for inspection when called
(e) Permit not posted on job site (f) Plans not at job site (g) Work not accessible
'l]1~_pay,:nell~of inspectionfee~hall be mad_~b~f()~~IlYJ'lJrt~erpermits will be_~sued to the person owning sam~_
"Warning to owner: Your failure to record a notice of commencement may result in your paying tWice for c-
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney,
_n~fore ~~ordinJLyour notice_of com~_nc~f!lent~____________ _________ ______ _ '___
CONTRACTORS SIGNATURE PERMIT OFF I
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
NO OCCUPANCY BEFORE C.O.
- ------------- . . . -~------ .
LAWRENCE E. BENNETT, P. E.
CML & STRUCTURAL ENGINEERING
P. O. BOX 214368
SOUTH DAYTONA, FLORIDA 32121
PHONE # (386) 767-4774 Fax #: (386)-767-6556
E-maillebpe@bellsouth.net
Website @ http://www.Iebpe.com
To: WHOM IT MAY CONCERN
Re: "Aluminum Structures Design Manual"
Master File Engineering
Dear Building Official,
This is to certify that the following contractor is hereby authorized to use my current
"Aluminum Structures Design Manual" for the year 2003.
White Aluminum (all Branches)
With main offices @ 2101 East Main Street
Leesburg,F134748
. r assistance
File: blso-ltr.doc.
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SECTION 3
SCREEN, ACRYLIC I VINYL, GLASS & MODULAR ROOMS
ALTERNATE CONNECTION
DETAIL 1" x 2" WITH
(3) #10 x 1.1/2" S.M,S. INTO
SCREW BOSS
(2) #10 x 1 1/2" S. M, S. INTO
SCREW BOSS
ANCHOR 1" X 2" PLATE TO
CONCRETE WI 1/4" X 2-1/2"
CONCRETE ANCHORS WITHIN
6" OF EACH SIDE OF EACH
POST AND 24",O.C, MAX,
MIN. 3-1/2" SLAB 2500 PSI
CONC, 6 x 6 - 10 x 10 W.W.M,
OR FIBER MESH
VAPOR BARRIER UNDER
CONCRETE
J
\
-<>- - BEAM / HEADER
ANGLE CLIPS MAY BE
SUBSTITUTED FOR INTERNAL
SCREW SYSTEMS
MIN, (3) #10 X 1 1/2" S.M.S,
INTO SCREW BOSS
1" X 2" EXTRUSION
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
P.O. BOX 214366, SOUTH DAYTONA, FL 32121
TELEPHONE (366) 767-4774
FAX (366) 767-6556
1-1/8" MIN, IN CONCRETE
ALTERNATE HOLLOW UPRIGHT TO BASE AND
HOLLOW UPRIGHT TO BEAM DETAIL
SCALE: 3" = 1'-0"
-- I-lEADER BEAM
\\\11>- "'\\1' t
(4) #10 x 1/2" S,M,S, EACH SIDE
OF POST
H-BAR OR GUSSET PLATE
2" X 2" OR 2" X 3" OR 2" S,M,8.
POST
MIN, (4) #10 X 1/2" S,M,S, @
EACH POST
ANCHOR 1. x 2" CHANNEL TO
CONCRETE WITH
1/4" x 2-1/4"CONCRETE
ANCHORS WITHIN 6" OF EACH
SIDE OF EACH POST AT 24"
O,C. MAX. OR THROUGH
ANGLE AT 24" O,C, MAX,
MfN, 3-1/2" SLAB 2500 PSI
CONC, 6x6-10x10 WW,M, OR
FIBER MESH
VAPOR BARRIER UNDER
CONCRETE
(!)(D
1" X 2" EXTRUSION
1-1/8" MIN, IN CONCRETE
<1 "
ALTERNATE PATIO SECTION TO UPRIGHT AND
PATIO SECTION TO BEAM DETAIL
SCALE: 3" = 1'-0"
PAGE
@ COPYRIGHT 2003
3-14 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITT"EN PERMISSION OF LAWRENCE E, BENNETT", P.E,
SECTION 3
SCREEN, ACRYLIC I VINYL, GLASS & MODULAR ROOMS
EDGE BEAM
ALTERNATE CONNE~TION:
(2) #10 x 1-1/2" S,M,S,
THROUGH SPLINE GROOVES
1" x 2" OPEN BACK ATTACHED
TO FRONT POST W/
#10 x 1-1/2" S.M,S, MAX. 6"
FROM EACH END OF POST
AND 24" O,C,
SIDE WALL HEADER
ATTACHED TO 1" x 2" OPEN
BACK W/ MIN. (2) #10 x 1-1/2"
S,M,S,
CD
SIDE WALL GIRT ATTACHED T
1" x 2" OPEN BACK W/ MIN, (3)
#10 x 1-1/2" S,M,S, IN SCREW
BOSSES
CD
FRONT WALL GIRT
1" x 2" OPEN BACK ATTACHED
TO FRONT POST W/
#10 X 1-1/2" S,M,S, MAX, 6"
FROM EACH END OF POST
AND 24" O.C,
1"
MIN,r~
FRONT AND SIDE BOTTOM
RAILS ATTACHED TO
CONCRETE W/ 1/4" X 2-1/4"
CONCRETE/MASONRY
ANCHORS @ 6" FROM EACH
POST AND 24" O,C, MAX, AND
WALLS MIN, 1" FROM EDGE OF
CONCRETE
<I
<I
"
<I
"
TYPICAL & ALTERNATE CORNER DETAIL
SCALE: 3" = 1'-0"
Lawrence E. Bennett, P. E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TAN r
p.o. BOX 214368, SOUTH DAYTONA, Fl32121
TELEPHONE (386)767-4774
FAX (386) 767-6556
PAGE
@ COPYHIGHT 2003
3-16 Nor TO BE REPRODUCED IN WHOLE OH IN PNH WITHOUT THE WHITTEN PERMISSION or LAWHlNCE E, BENNITT, P.E.
SCREEN, ACRYLIC I VINYL, GLASS & MODULAR ROOMS
COMPOSITE ROOF PANELS:
(4) 1/4" x 4" LAG BOLTS WI
1-1/4" FENDER WASHERS PER
4'-0" PANEL ACROSS THE
FRONT AND 24" O,C, ALONG
SIDES
2" x 2" OR 2" x 3" HOLLOW
GIRT AND KICK PLATE 2" x 2"
HOLLOW RAIL
POST ATTACHED TO BOTTOM
I MIN, (3) #10 x 1-1/2" S,M,S. IN
SCREW BOSSES
q
q
r
SECTION 3
RISER PANELS ATTACHED PE
CHAPTER 7
HEADER ATTACHED TO POST
WI MIN. (3) #10 x 1-1/2" S.M,S,
IN SCREW BOSSES
2" x 2", 2" x 3. OR 3" x 2.
HOLLOW (SEE SPAN TABLES)
FOR SNAP EXTRUSIONS GIRT
ATTACHED TO POST WITH
MIN. (3) #10 x 1/2" S,M,S, IN
SCREW BOSSES
1" x 2" OPEN BACK BOTTOM
RAIL
1/4" x 2-1/4" MASONRY
ANCHOR @ 6" FROM EACH
POST AND 24" O.C. (MAX,)
Lawrence E. Bennett, P,E.
CIVIL ENGINEEH - DEVELOPMENT CONSUL TANT
PO BOX 214368, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767 -6556
@ COPYHIGHT 2003
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P,E
~
q
TYPICAL UPRIGHT DETAIL
SCALE: 3" = 1 '-0"
PAGE
3-17
SCREEN, ACRYLIC I VINYL, GLASS & MODULAR ROOMS
SECTION 3
Table 3.1.1-120 Allowable Edge Beam Spans - Hollow Extrusions
For Screen or Vinyl Rooms
For 3 second wind gust at 120 MPH velocity; using design load of 23 #/SF (43 #/SF for Max. Cantilever)
Aluminum Alloy 6063 T-G
2" x 2" x 0.044" 2" x 2" x 0.055"
Load Max. Span 'L' / (bending 'b' or deflection 'd') Load Max. Span 'L' / (bending 'b' or deflection 'd1
Width (ft.) 1 & 2 Spar 3 Span 4 Span Max. Width (ft.) 1 & 2 Span 3 Span 4 Span Max.
Cantilever Cantilever
5 4'.2- d 5'-1- b 4'~10- b 1'-0- d 5 4'.5- d 5'-6- d 5'-4- b 1'-1- d
6 3'-11- d 4'-?" b 4'-5- b 0'.110 d 6 4'-2- d 5'..{)- b 4'-10- b 1'..{)- d
7 3'-9- d 4'-3- b . 4'-1- b 0'-11- d 7 3'-110 d 4'-8- b 4'-60 b 0'.11- d
8 3'.7- d 3'-11" b 3'-10- b 0'-10" d 8 3'-9" d 4'-4- b 4'-2" b 0'-11" d
9 3'-4- b 3'-9- b 3'-8" b 0'-100 d 9 3'-8- d 4'-1- b 3'-11" b 0'-10" d
10 3'-2" b 3'-?" b 3'-5" b 0'-10- d 10 3'-6" b 3'-11- b 3'-9- b 0'-10- d
11 3'..{)- b 3'-5- b 3'-3- b O'.go d 11 3'-4- b 3'_go b 3'-?" b 0'-100 d
12 2'-11- b 3'-3- b 3'-2- b O'-g- d 12 3'-2- b 3'-7- b 3'-5- b 0'-10- d
3" x 2" x 0.045" 3" x 2" x 0.070"
Load Max. Span 'L' / (bending 'b' or deflection 'd1 Load Max. Span 'L'/ (bending 'b' or deflection 'd')
Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Width (ft.) 1 & 2 Span 3 Span 4 Span Max.
Cantilever Cantilever
5 4'.9" d 5'-10- d 5'-10- b 1'.2" d 5 5'-4' d 6'-7- d 6'-80 d 1'-3- d
6 4'-5" d 5'-6" d 5'-40 b 1'-1- d 6 4'-11- d 6'-2- d 6'-3- d 1'-2" d
7 4'-3" d 5'-1- b 4'-11- b 1'-0" d 7 4'.9" d 5'-10- d 5'-11- b 1'-2" d
8 4'..{)" d 4'-9- b 4'-7- b 0'.11- d 8 4'-6- d 5'-?" d 5'-6- b 1'-1- d
9 3'-11- d 4'-6" b 4'-4- b 0'-11- d 9 4'-4" d 5'-4- b 5'-2- b 1'-1" d
10 3'-9" d 4'-3" b 4'-2" b 0'-11- d 10 4'-3- d 5'-1- b 4'-11- b 1'..{)- d
11 3'.8- d 4'-1- b 3'-11" b 0'.10" d 11 4'.1- d 4'-10- b 4'.80 b 0'-110 d
12 3'-6- b 3'-11- b 3'-9" b 0'.10- d 12 3'.11- d 4'-8- b 4'-6- b 0'-11- d
2" x 3" x 0.045" 2" x 4" x 0.050"
Load Max, Span 'L'/ (bending 'b' or deflection 'd') Load Max. Span 'L' / (bending 'b' or deflection 'd')
Width (ft,) 1 & 2 Span 3 Span 4 Span Max. Width (ft.) 1 & 2 Spar 3 Span 4 Span Max.
Cantilever Cantilever
5 5'-10" d 6'-10- b 6'-?" b 1'-5" d 5 7'.7" d 8'.8" b 8'-5- b 1'-10- d
6 5'-6- d 6'-3- b 6'-0" b 1'-4- d 6 7'.1- b 7'.11" b 7'-8- b 1'-9" d
7 5'-2- b 5'.9- b 5'.?" b 1'-3- d 7 6'.7" b 7'-4- b 7'-1- b 1'-8" d
8 4'.10' b 5'-5" b 5'.2- b 1'.2" d 8 6'-2" b 6'.11- b 6'.8- b 1'.?" d
9 4'.?" b 5'.1- b 4'.11- b 1'-2" d 9 5'.10- b 6'.6- b 6'.3- b 1'-6- d
10' 4'-4- b 4'-10" b 4'-80 b 1'.1- d 10 5'-6- b 6'-2- b 5'-11- b 1'.5- d
11 4'.1- b 4'.7" b 4'-5- b 1'-1- d 11 5'-3- b 5'.10- b 5'-80 b 1'-5- d
12 3'-11- b 4'-5" b 4'.3- b 1'-1- d 12 S'..{)" b S'-?" b 5'-5- b 1'-4- d
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, ENGINUR -DEVHOf'MENTCONSUI.TANT
po. BOX 2143GB, SOUTH DAYTONA, FL 32121
TELEPHONE (3B6) 767-4774
FAX (3B6) 767-6556
@ COPYRIGHT 2003
NOT TO BE ~EPRODUCED IN WHOLE OR IN PART WITHOUT THE WRIITEN PERMISSION OF LAWRENCE E BENNEIT, P,E.
PAGE
3,,29
SCREEN, ACRYLIC I VINYL, GLASS & MODULAR ROOMS SECTION 3
Table 3.1.5 Allowable Upright Heights, Chair Rail Spans or Header Spans
For Screen Rooms or Vinyl Rooms
Aluminum Alloy 6063 T-6
For 3 second wind gust at 110 MPH velocity; using design load of 11 #/SF
Tributary load Width 'W' = Purlin Spacing
Sections 3'..()'" I 3'-6" I 4'..()" I 4'-6" I S'..()" S'-6" 6'..()" I 6'-6" I 7'..Q" I 7'-6"
Allowable Height 'H' / bending 'b' or deflection 'd'
2" x 2" x 0.044" Hollow 9'-5" b 8'.9" b 8'.2" b 7'-8" b 7'-4" b 6'.11" b 6'.8" b 6'-5" b 6'-2" b 5'.11" b
2" x 2" x O.OSS" Hollow 10'.3" b 9'-6" b 8'.11" b 8'-5" b 7'-11" b 7'-7" b 7'-3' b 6'-11" b 6'-9" b 6'-6' b
3" x 2" x 0,045" Hollow 11'-3" b 10'.5" b 9'-9" b 9'.3' b 8'.9' b 8'-4" b 7'.11" b 7'.8" b 7'-5" b 7'-2" b
3" x 2" x 0,070" Hollow 12'.9" d 12':2" d 11'.7" d 10'-11" b 10'-5" b 9'.11" b 9'-6" b 9'-2" b 8'.10" b 8'-6" b
2" x 3" x O,04S" Hollow 12'.9" b 11'-9" b 11 '.0" b 10'-5" b 9'-10' b 9'.5" b 8'.11" b 8'-80 b 8'-4" b 8'-1" b
2" x 4" x 0.050" Hollow 16'.3" b 15'.1" b 14'-1" b 13'-3" b 12'-7" b 12'-0" b 11 '-6" b 11'.00 b 10'.8" b 10'-3" b
2" x S" x O.OSO" S,M.B. 23'.7" b 21'-10" b 20'.5" b 19'-30 b 18'-3" b 17'-5" b 16'-8" b 16'-0" b 15'.5" b 14'.11" b
2" x 6" x 0.050" S.M,B. 26'-1" b 24'.2" b 22'.7" b 21'-3" b 20'.2" b 19'.3" b 18'.5" b 17'-9" b 17'-1" b 16'-6" b
2" x 2" x 0.044" Snap 11'.3" b 10'-5" b 9'.9" b 9'.2' b 8'-8" b 8'-3' b 7'-11" b 7'.7" b 7'-4' b 7'-1" b
r x 3" x 0.045" Snap 14'-4" b 13'-4" b 12'-5" b 11'.9" b 11'-2" b 10'-7" b 10'.2" b 9'.9" b 9'.5" b 9'.1" I>
2" x 4" x 0,045" Snap 17'-7" b 16'-3" b 15'-3" I> 14'-4" b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11'-6" b 11 '-1" b
For 3 second wind gust at 120 MPH velocity; using design load of 13 #/SF
Tributary Load Width 'W' = Purlin Spacing
Sections 3'..()'" I 3'-6" I 4'..()" I 4'-6" 5'..()" 5'-6" I 6'..()" I 6'-6" I 7'''()'' I 7'-6"
Allowable Height 'H' / bending 'b' or deflection 'd'
2" x 2" x 0,0<<" Hollow 8'.8" b 8'.0" b 7'.6" b 7'-1" b 6'.8" b 6'.5" b 6'.1" b 5'-11" b 5'.8" b 5'-6" b
2" x 2" x 0,055" Hollow 9'-5" I> 8'-9" b 8'.2" b 7'-9" b 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'.2" b 5'-11" b
3" x 2" x 0,045" Hollow 10'.5" b 9'.7" b 8'-11" b 8'-6" b 8'-0" b 7'.8" b 7'-4" b 7'-1" b 6'-10" b 6'.7" b
3" x 2" x 0,070" Hollow 12'-1" d 11 '-5" b 10'.8" b 10'.1" b 9'-7" b 9'-2" b 8'-9" b 8'-5" b 8'.1" b 7'.10" b
2" x 3" x 0.045" Hollow 12'-10" b 11'-11" b 11 '.2" b 10'.60 b 9'.11" b 9'-6" b 9'-1" b 8'-90 b 8'-5" b 8'.2" b
2" x 4" x 0,050" Hollow 14'.11' b 13'.10" b 12'.11' b 12'-2" b 11'-7" b 11 '-0" b 10'.7" b 10'.2" b 9'.9" b 9'.5" b
2" x S" x 0.050" S.M.B. 21'-8" b 20'-1" b 18'-9" b 17'-9" b 16'-10" b 16'.0" b 15'-4" b 14'-90 b 14'-2" b 13'-9" b
2" x 6" x 0,050" S.M,B, 23'.11"b 22'.2' b 20'-9" b 19'-7" b 18'-7" b 17'-9" b 16'.11" b 16'.3" b 15'.8" b 15'.2" b
2" x 2" x 0,0<<" Snap 10'-4' b 9'.7" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b 7'-4" b 7'-00 b 6'-9" b 6'-6" b
2" x 3" x 0,045" Snap 13'-3" b 12'-3" b 11 '.5" b 10'.9" b 10'-3" b 9'.9" b 9'-4' b 8'-110 b 8'-8" b 8'-4" b
2" x 4" x 0,045" Snap 16'.2" b 14'-11"b 14'-0" b 13'.2" b 12'-6" b 11 '-11" b 11'.5" b 10'.11" b 10'.7" b 10'.3" b
For 3 second wind gust at 130 MPH velocity; using design load of 15 #/SF
Tributary Load Width W = Purlln Spacing
Sections 3'..()'" I 31-611 I 4'..()" I 4'-6" 5'..()" S'-6" I 6'..()" I 6'--6" I 7'-0" I 7'-6"
Allowable Height 'Ii'I bending 'b' or deflection 'd'
2'" x 2" x 0,044" Hollow 8'.1" b 7'-6" b 6'-11" b 6'-7" b 6'-3" b 5'-11' b 5'.8" b 5'.6" b 5'.3" b 5'.1" b
2" x 2" x 0,055" Hollow 8'.10" b 8'-2" b 7'-7" b 7'-2" b 6'.10" b 6'-6" b 6'.3" b 5'.11' b 5'.9" b 5'.7" b
3" x 2" x 0.045" Hollow 9'-8" b 8'-11" b 8'-4" b 7'-11" b 7'-6" b 7'.2" b 6'-10" b 6'-7" b 6'-4" b 6'-1" b
3" x 2" x 0,070" Hollow 11'-6" b 10'-8" b 9'.11" b 9'.5" b 8'.11' b 8'.6" b 8'-2" b 7'.10" b 7'.6" b 7'-3" b
2" x 3" x 0,045" Hollow 11'.11" b 11 '.1" b 10'-4 " b 9'-9" b 9'.3" b 8'.10' b 8'-5" b 8'-2" b 7'.10' b 7'.7" b
2" x 4" x 0,050" Hollow 13'-11" b 12'.11" b 12'-1" b 11 '-4" b 10'.9" b 10'-3" b 9'.10" b 9'-5" b 9'-1" b 8'-10" b
2" x 5" x 0,050" S.M,B, 20'.2" b 18'-8" b 17'-6" b 16'-6" b 15'.8' b 14'-11" b 14'.3" b 13'-9" b 13'-3" b 12'.9" b
2" x 6" x 0,050" S.M.S, 22'-4" b 20'.8" b 19'-4" b 18'.3" b 17'.3" b 16'-6" b 15'.9" b 15'-2" b 14'.7" b 14'-1" b
2" x 2" x 0,0<<" Snap 9'.7" b 8'.11" b 8'-4" b 7'.10' b 7'.5" b 7'.1" b 6'.9" b 6'-6" b 6'.3" b 6'-1" b
2" x 3" x 0.045" Snap 12'-4" b 11'-5' b 10'-8" b 10'-1" b 9'-6' b 9'-1' b 8'-8" b 8'-4" b 8'.1" b 7'.9" b
2" x 4" x 0,045" Snap 15'-1' b 13'.11" b 13' .0" b 12'-4 " b 11'-8" b 11 '.1' b 10'.8" b 10'.3" b 9'.10" b 9'-6" b
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 CONSUL TANT
PO. BOX 214:'68, SOUTH DAYTONA, FL 32121
TELEPHONE (386) 767-4774
FAX (386) 767-6556
PAGE
@ COPYRIGIIl L003
NOT 10 IlE HI I'HOlJlJCEO IN WHOLE Oil IN ['All! WITHOUT THE WHll1EN I'HlMISSION 011 AWlll'NCL L BENNE I r, P.L 3-39