HomeMy WebLinkAbout00-9249
BUILDING PERMIT
Permit 09249
D." 21' i 100
CITY OF ZEPHYRHILLS
(813) 788-6611
5~ . t!5!!
BUILDING ELEC~L PLUM,\,G
Property Owner: --Ye~"e~ Lo,,€. (c...c~
Job Address: ~ <i 4 c...( Q (c. (" reS .4- l~t.
Parcel 1.0. # 02-26.2 t . 0:> 30 ' 00000.- 1.1 ()
MEC~ICAL
Sewer Conn
Water Conn:
Water Meter:
T.I.F.'s:
0...,
Radon Gas:
, I'
e-p, \of-. ",)
I, 88_
\"Iab
.
Zoning:
Description of Work
Energy Code:
S Lreetl\ roo......
NO OCCUPANCY BEFORE C.O.
FINAL z-- G3-C!)~
DATE
Complete Plans, Specifications and Fee Must Accompany Application, C.O.
All work shall be performed in accordance with City Codes and Ordinances,
Inspector
DATE
..$R
'8
Permit Fee
Signature
Company
Address
- Telephone#
,.J~
'- _ /,:;k.l~~
Valuation or 2 -, 2 S ' ~
Contract Price
City License Registration #
State Certified license#
7 t%-S' 3 I L/
.....
BUILDING
ELEC ICAL
PLU
MEC NICAL
Ftr,
Pre SLB
Lintel
FRM.
Insul. CL
WL
Tp. Servo
Rough In
Meter Can
Canst. Pole
Pool
Pre-Meter
Final
SLB
Tub Set
Water
Sewer
Final
Breakers
Ducts Insl. /
Compressor
Final
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($ 25,00) shall be made for each trip for each trade:
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,
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same,
~
LIA.
,,) a, ..-o~
tY7Tl'~~ fLu M '
b'-';Lf4 Dl'r~ c/~J'r "/VI\^-j
SQ. FEET PRICE
MAIN OR LIVING AREA
OTHER AREA UNDER ROOF
OTHER
l5,:>'C
BUILDING: 3~ o~~
ELECTRICAL: ;0 II\-
PLUMBING: f'J i'1-
MECHANICAL: }J4fr
RADON: i J -S'~
CREDIT: ,iJ J~
SEWER: JJ/
,ft-,
WATER: !
TOT AL: ~
Tol.F'sl IJfr,.
v'-t1-L -,Y .jJ 3rt):D~
APPLICATION FOR PERMIT
CITY OF ZEPIIYRlIlLLS
BUILDING VEPAR~~NT
~;TE R&CBXVIlD 4- - /1-- 00
PLANS IUlVJ:IlW I'Il&
OW!'lEH' S NAME l Tea..n e tf €.. La vel a..c ~
JOB ADDRESS ~qL/L/ Oa..kCY't!'5t Wa.y,
PHONE
~ PERM~~~~~~;CV '
13-7~.h~1.t1
--
Zr'/:7hyrh;lIs} Fl.
SUBDIVISION Oa..kc r t's +-
LEGAL DESCRIPTION: LOT(S)
BLOCK
PAHCEL ID I/O;)..-;l(P-,;J/-O;)30-00000-0;2/0
108T1\1N FROM PROPERTY TAX NOTICEI
WOHK PROPSED: DNEW CUNSTHUCTION
~\)UI'1'lON
o ALTEHA'l'l ON
o REPAIR
o INSTALL
Os I GN
PROPOSED USE: ~L F'AMILY DWELLING
DCOMMEHCIAL
o MOVE:
o DEMOLISH
OMUL'l'I-FJ\MILY
o INDUSTIUJ\L
Oft OF UNITS
o SWIMMING POOL
o MOBILE HOKE
o OTHER
BUILDING SIZE
l 3' x fI.., '- ~ If
SQUARE F'OOTAGE
EX'-6+l~
I g<g .5
DESCRIPTION Of' WOHK
HEIGHT
See PIa..hS.'
,
RESIDENTIAL: A'l"l'ACII (2) PLOT PLJ\NS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. '~
PROPERTY SURVEY REQUIRED FUR ALL NEW CONSTRUCTION.
~ILDING
PERMITS REQUESTED
$ ~ 7 ;J..EJ. 00
VALUA'l'ION OF TOTAL CONSTRUCTION
o ELECTRICAL
o PLUMBING
o MECHANICAL
AMP SERVICE
o F'LORIDA POWER
o W,R.E.C.
$
VALUAT ION OF MECIIANCIAL INSTALLATION
!i
o GAS
o ROOFING
o SPECIALTY
o OTIIEH
'l'YPE OF CONSTRUCTION: 0 BLOCK
o I"IU\ME
o STEEL'
o O'l'HER
FINISHED FLOOR ELEVA'f!ONS
IS PROJEC'l' IN FLOOD ZONE AREAO YES
o NO
SIGNATURE
COMPANY Bahr's AI UYl'l In/.l 1M-- at ~wa..('e J.:CIf\c.,
':1d4 1 ~ STATE CERT OR REGIST H
,t41 IV J~/Y~ CI'l'Y PHOCESSING ft I <g
.....:l...........................................*********.*.****
BUXLDEI\
ELECTRICIAN
COMPANY
STATE CERT OR REGIST "
CITY PROCESSING ft
SIGNA'l'Un.E
........................................*.************************
PLUMBER
COMPANY
STATE CERT OR REGIST ft
CITY PROCESSING #
SIGNATURE
. **.. **** * .,** I.. ** **. * I." * * "I. ***" * ** I."" * * * **** "*********************
MECHANICAL
COMPANy
STATE CEn.T OR REGIST ff
CITY PROCESSING "
S I GNA'l'U RE
...****.**********.*************.................................
OTHER
COMPANY
S'l'Nl'E CERT OR REGIST H
CITY PROCESSING H
SIGNJ\'l'UHE
.................*..A....A.......................................
lit
lit
COIWI.TIUln: Uli' I.'lmMIT 1\li'FlIJ1\Vl'l'
1\.' NO'J't'Cg O/i' IJI!:J!:IJ Hr;WrHJC'1' Lor4~;
The undersigned undeJ:slands that this permit /IIay he .qubJect to "deed restrictions" which
may be more restrictive than City tf~glllations. The undersigned assumes responsibility for
compliance with any appljca~le deed ~estriction~.
B. UNLICENSED CONTHl\CTOHS /\NIJ CUNTHl\CTOH Hfi:SPUIISIB 1./,J'I'U:S
If the owner has hired a cont1:<1I.:tor or contr:actors to undertake work, they may be required
to be licensed ill accordance wiLh sLaLe alld 10e<1J reguJilliolls. If the contractor is not
l~cens~d as requIred hy law, both Lhe owner ilnd conL.tacLor may be cited for a misdemeanor
vJ.olatJ.olI ullder state law. If the oWller or inLended cOlltractor are uncertain as to what
licellslllg requlremellls may apply (or. lhe lnLellueu wor.k, they are advised to contact'the
City of Zephyrhills Buildillg Vepartmellt, 013-'/00-6611.
Furthermore, if the oWller has hired a cOlltractor or COli tractors, he is advised to have the
contractor (s) sign portions of the "ContJ:ncLor. flectionR" of this application for which they.
will be responsible. if you, as lhe owner s.igns as the contractor, you are indicating that
you, rather than the contractor, are responsible for the work. If the contractor wishes
you to sign as cOlltractor that may be all ind.lcation that he is not properly licensed and is
1I0t entitled to pennitt.lllg pr.lvileges in lhe City of Zephyrhills.
C. TRl\NSPOHTl\'l'lON IMPl\CT F'EI~S /\NV U'l'll,l'l'Y COHNF:C'l'lON FEES
D. CONS'l'RUC'l'UION I,lEN Ll\W (C/I/\PTr:H '113, n,OIH /)/\ STl\TUTES, /\S /\MENVED)
I certify that I, the applicant, have been provided with a copy of "Florida's Construction
liell Law - 1I0meowller's Protection Guide" pl:epal:ed by the Florida Department of Agriculture
and COllsumer l\ffairs. if the applicant is someone other that the "owner", I eerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the "owner" prior to commencement.
E. CON'l'HAC'l'OH' S/OWNEn' S l\/"f'lIJ/\VIT
I certify that all the ,infoJ:Jnalion in this application is accurate and that all work will
be done in compliance wilh all applicable laws regulating cOllstruction, zoning, and land
development.
Application is hereby made to obtain a pennlt to do work alld installation as indit:ated. I
certify that no work or installation has cOllunenced prior to issuance of a permit and that
all work will be performed to meet standards of all laws regulating construction, City
codes, zonillg regulations, and lalld development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governmental agencies lnay apply to
the intended work, and that it is my responsibility to identify what actions I must take to
be in compliance. Such agencies illclude but al:e not limited to: *Department of
Envlronmental Hegulation-Cypress Bayheads, Wetland /\reas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
*Southwest f'lorida Water Management Vistrict-Wells, Cypress Bayheads, Wetland Areas,
Alterillg Watercourses
*Army Corps of Ellgineers-Seawalls, /Jocks, Navigable Waterways
*Department of lIealth Ii Hehabilitative Services, Envirolllllental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
.U. S. r~nvirollmental Protection /\gency-l\sbestos nhatement
1 also certi[y that, if fJ.l1 mater:JilJ. .Ls to he used in f'lood Zone "A" or "A,etc.", it is
understood that a drainage plan addressing a "colnpensa.t:ing volwlle" will be submitted which
is prepared by a professional eng1neer .r:eglstered 111 the State of Florida prior to permit
issuance.
A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes,
nor shall issuance of a permit prevent the BuIlding Official from thereafter requiring a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or .Lf work authorized by the permit is suspended or abandoned for a
period of six months after the time the work is cOllunenced. One 90 day extension of time
may be allowed for the permit wlth fee charge of $15.00. The extension shall be requested
in wdtlllg to the Building Offlcial. /\11 approved .inspection must be logged during each six
month pr,,'jod, or the project wlll be conRiuet'pd iluandoned.
WJ\HN.lNG TO OWNl!:H: YOUH Fl\ll.UHE '1'0 HECOHV l\ NOTiCE Of' COMMENCEMEN'l" MAY RESULT IN YOUR
PAYING TWICE F'OH IMPHOVEMENTS '1'0 YOUH PHOPERTY. I F YOU INTEND '1'0 OBTAIN FINANCING, CONSULT
WI'l'lI YOUR I,ENDER Oil. 1\N 1\'l"l'ORNEY BEFORE RECOHlJlNG YOUn NO'nCE OF COMMENCEMENT. JOBS UNDER
$2,500 IN V1\LUE VO NOT NEED '1'0 HECOHV AND POST /\ "NOTiCE OF COMMENCEMEN'l"".
SlGf11 ~
STATE Of.' FLOIUV1\ ..,-:)
COUNTY OF r tJ..SCO
The foregoIng instrument was acknowledged
Before me this ~ day of F~brCA.~"'j' .H'~OO
by
~/ (name of person acknowledyed)
Y"who is persollally kllOWIl to me, or
ST1\TE OF' FLOHIVl\ B
COUNTY OF Q,SC.O
The foregoillg instrument was tcknowledged. ,
Before lIIe this ~ay of F... ('&.\At"j ~, W i!...ooo
by
~..-'" (name of person acknowledged)
~ho is personally known to me, or
o who has produced
(type
8(1id 1I0t
of identification)
tak all oath.
o who has produced
(type of identification)
s::(id no~th
Sig taking acknowledgment
Name typed,
Name
,\,'11"1,
typed,f ." .. d'f'or
~;\ );~
-;"."i'~""'#..'
""'#IW.,~\"'" All;' I
,/., Bahr
'8
'\,1\1,15,20 2
iC,) THRU
';'II~G Co.,INC.
..
'"
BAHR'S ALUMINUM & HARDWARE, INC.
37827 EILAND BLVD.
ZEPHYRHILLS, FL 33541
(813) 782-3513
Customer's
Order No
"
A
M
.
'A
D
D
R
.
.
.
AMOUNT
1/;15/8f!Q
779-3/J
SOLD BY
PD OUT
CASH
QUAN.
PRICE
1.
2.
3,
4.
5.
9.
10.
11.
12.
13.
'"
8 15.
t.) Received
By
24155
In case of claims or returned
goods, "lease present this bill.
~cyO<<J
PAINTED IN US.A
"
SITE PLAN - PARCEL ID#: 02-26-21-0230-00000-0210
OAKCREST SUBDIVISION
STREET
PROPOSED SCREEN
14'-6" x 13'
EXISTING
HOUSE
13'
150'
4JJ e .'-
," V
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SCREEN, VINYL & GLASS ROOMS
SECTION 3
MINIMUM 3-1/2"
SLAB ON GRADE OR
RAISED FOOTING
(SEE DETAILS FOR
FOOTINGS)
-- 'LW' ---
FOR MAX,
UPRIGHT
LENGTH
~
I
ROOF
SELECT EDGE BEAM TABLE 3,1.1
AND I OR TABl.E 3,1,2
.
:z:
1" x 2"
_.~
___'0RI~~_ NO M~J~LE~:_~~AB OR ON GRADE)
TYPICAL GLASS ROOM WITH SOLID ROOF, TYPICAL FRONT VIEW FRAMING
. (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1"x2" PLATE TO BOTroM OF WALL BEAM)
ALTERNATE CONNECTION AT
FASCIA ALLOWED (SEE
SECTION 7 FOR DETAILS)
SOLID ROOF
LOAD WIDTH
FOR ROOF BEAM
r~=-L~2-r
1 - O,H, EXISTING
STRUCTURE
SIZE BEAM AND UPRIGHTS
(SEE TABLES)
,
, VARIES
.
L- f _ P VARIES -J
P = PROJECTION FROM BLDG,
LW = LOAD WIDTH
TYPICAL SCREEN I GLASS ROOM
SCALE: 1/4" = 1'-0"
NOTES: ANCHOR 1" x 2" OPEN BACK EXTRUSION WITH 1/4"x2-1/4" CONCRETE
FASTENER MAXIMUM OF 2'-0" ON CENTER AND WITHIN 6" OF UPRIGHT
ANCHOR 1" x 2" TO WALL WITH 2-1/2" #10 SHEET METAL SCREWS WITH
WASHERS 2'-0" ON CENTER. ANCHOR BEAM AND COLUMN INTERNALLY
OR WTH ANCHOR CLIPS AND #10 SCREWS AND WASHERS,
SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH
VALUE OF P/2 OR P/2 + O.H,
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL TANT
PO BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 787-4774
FAX (904) 767,8556
SEAL
PAGE
((;) COPYHIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRlrT EN PERMISSION OF LAWRENCE E, BENNETT, r.E.
77
'----
SCREEN, VINYL & GLASS ROOMS
(2) #10 x 1" S. M. S, INTO
SCREW SLOTS
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, 6x6-10x10 W'w,M. OR
FIBER MESH
VAPOR BARRIER UNDER
CONCRETE
-----~
'J
t-'I~
--f~
-~
SECTION 3
BEAM I HEADER
ALTERNATE CONNECTION
DETAIL 2" x 2" x 0.063" ANGLE
CONNECT UPRIGHT @ BEAM I
HEADER AND CHAIR RAIL
ANGLE CLIPS MAY BE
SUBSTITUTED FOR INTERNAL
SCREW SYSTEMS
1" x 2" EXTRUSION
1-1/8" MIN. IN CONCRETE
HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL
SCALE: 1/4"::: 1"
2" x 2" OR 2" x 3" OR 2" 5MB POST //
J ~~
~o-(
o 0
~---
ANCHOR 1" x 2" PLATE TO CONCREIE _ _ L_ ---
WIT H 1/4" x 2-1/2" CONCRETE ~.
ANCHORS WITHIN 6" OF EACH SIDE -f r=
OF EACH POST AT 24" O,C. MAX,
OR THROUGH ANGLE AT 24" O,C. MAX. --
1,1\1... ''''''', f
rvllN 31/2" SLAB 2500 PSI CONC.
Gx6-10x 10 WW,M, OR FIBER MESH
VAPOR BARRIER UNDER CONCRETE
(4) #10 x 1/2" S.M.S. EACH SIDE
OF POST
HEADER BEAM
H-BAR OR GUSSET PLATE
2" x 2" x 1/16" ANGLE EACH SIDE
ATTACH TO POST AND CONCRETE
AT LOAD BEARING WALL WITH
(2) #10 x 1/2" S,M.S. EACH SIDE
1" x 2" EXTRUSION
1-1/8" MIN. IN CONCRETE
SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL
SCALE: 1/4" = 1"
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSULTANT
r.o BOX 4368, SOUTH DAYTONA. FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767.6556
SEAL
PAGE
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WFm TEN rEFlMISSION or- LAWRENCE E. BENNETT. P.E.
81
SCREEN, VINYL & GLASS ROOMS
SECTION 3
lIi1'l'1n~lIillli. Allowable Beam Spans - Hollow Extrusions for Screen
and' or Vinyl [Open] Rooms with Solid Roofs
A I All 63 T 6
lum nUIII ov 60
Wind Zone
102 MPH I 110 MPlt:=I_ 120 MPH I 125 MPH I 140 MPH
~Icd Load 26 # / sa. Ft. I
17 II I Sa. Ft. I 20 # / Sa, Ft. T 23 II / Su, Ft. 32 II / Sa. FL
Load Width 2" x 2" x 0.032"
5' 6'-3" 5'.9" 5'"4" 5',0' 4'.6"
6' 5',6" 5'-3" 4',11" 4'.7' 4'.2"
7' 5'.3" 4'.10" 4'.6" 4'.3" 3'.10"
8' 4'-11" 4'.6" 4'.3" 3',11" 3'-1"
g' 4'.0" 4'.3" T.l1" 3'-9" 3'-5"
10' 4 ' -5" 4'-1" 3'.9" 3',7' 3'.3"
ii' 4'.2" 3'.10" :\,.7" 3'-5" 3'-1'
12' 4'0" 3'6" 3'5" 3'-3" 2'-11"
1--- 2" x 2" x 0,036"
Load Width
5' 6'.9" 6'-3" 5',10" 5',6" 4'-11"
6' 6'-2" 5'.8" 5'-4" 5',0" 4'.6"
l' 5'.9" 5'.3' 4'.11" 4'.6" 4'-2"
6' 5'.4" 4'.11" 4'.7" 4'.4" 3'.11"
g' 5'.1" 4'.8" 4'.4" 4'-1" 3',8" .
10' 4'.9" 4',5' 4'.1" 3'-10" 3'.6"
11' 4 ' -7" 4'.3" 3',11" 3'-8" 3'-4"
12' 4',4" 4'.0" 3'.9" 3'-6" 3',2'
Load Width 2" x 2" x 0,044"
5' ,'.5" 6'.10" 6'.4" 5'-11" 5-5"
6' 6'.9" 6'.3" 5',10" 5'-6" 4'-11"
l' 6'.3" 5'.9" 5'.4" 5'-1" 4'-1"
8' 5',10" 5'-5" 5'.0" 4'-9" 4'-3"
g' : 5'.1" 4',9" 4'-5" 4',0"
10' 5'-3" I 4',10" 4'-6" 4'.3" 3'-10"
11' 4'.11" I 4'.7" 4'.3" 4'-0" 3',6"
12' 4'.9" I 4'.5" 4'.1" 3'.10" 3'-6'
Load Width 2" x 2" x 0,055"
5' 6'-1" 7'.5" 6'-11" 6'-6" 5'-11'
6' 7'-5" 6'.10' 6',4" 5'-11" 5'-5"
7' 6'.10" 6'4" 5'.10" 5'.6" 4-11"
8' 6'.5" 5'.11" 5'.6" 5'-2" 4'-6'
g' 6'.0" 5'.7" 5'.2" 4'-10" 4'.5'
10' 5',9" 5'.3" 4'.11" 4'-7" 4'-2'
11' 5'-5" 5'.0" 4',6" 4'.5" 3'.11"
12' 5'.3" 4'.10" 4'.6" 4'.3" 3',10"
Example:
For 2" x 2" x O,OH" Extrusion beflm span is distance between up' ights, to enter table roof panel projection of
14'.(l" rllld IO;1d width;
L W '" 14'/2' 2' () 11 '" 9' Ente.lable on left under load width Load Width = 9'-0". Read span under
appropriate load;
Live LOAd @ 17 II / Sq,Ft, /102 M PH Load Beam Span = :II!l,"
Note:
Glass Roorns' '1 he addition or Alurninurn frarne windows with glASS panes that are designed 10110 M,P.H.
wind load le'luilemenls to the Above upright sizes increasp, the strength so that additional framing is not
required. Tables assurne extrusion oriented with longer extrusion dirnension parallel to applied load.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER. DEVELOPMENT CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767.4774
FAX (904) 767-8556
SEAL
PAGE
@ COPYRIGHT 1999
NOT 10 BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRIT TEN PERMISSION OF LAWRENCE E. BENNETT, P.E.
89
_.._-- I
SECTION 3 SCREEN, VINYL & GLASS ROOMS
InH1~Jf~. Allowable Upright Ileights Sr:reen, Vinyl and Glass Rooms
Aluminum Alloy 6063 T.6
2" X 2" X 0,032" Hollow Extrusion
Wind Zone
Load 102 M,P,H, I 110M,P,H, I 120 M,P,H, I 125 M,P.H. I 140 M,P,H,
Width __ ~lied Load
19 II/Su, Ft. 23 II/Su, rt. 26 II/Sa, Ft. 29 II/Sa, Ft. 36 /I ISa. Ft.
36" 9'-5" 8' 7" 8'-1" 7'-8" 6',10"
42" 8'-9" 7' - II" t-5" 7',1" 6'.4"
48" 8'-2" 7'-5" 6',11" 6',7" 5'.11"
54" 7'-8" 6'.11" 6'-7" 6'-3" 5'-7"
60" 7'-4" 6'-8" 6'-3" 5'-11" 5'-4"
66" 6'-11" 6'-4" 5'-11" 5'-8" 5'-1"
72" 6'-8" 6'-1" 5'-8" 5'-5" 4',10"
78" 6'-5" 5'-10" 5'-6" 5'-2" 4',8'
8"" 6'-2" 5'.{" 5'-3" 4'-11" "'-6"
90" 5'-11" 5'.5" 5'-1" 4',10" 4'-4"
2" x 2" x 0,036" Hollow Extrusion
Wind Zone
Load 102 M,P,H, I 110 M:P.II. I 120 M,P,It, I 125 M,P,H, I 140 M,P.H,
Width ~ied Load
19/1 ISa, Ft. 23 /I IS9.:..!l_ 26 IIISa, Ft. 29 /I 150, Ft. 36/1 150, Ft.
36" 10'-3" 9'-4" 8',9" 8'.3" 7'.5"
42" 9'-6" 8'-7" 8'.1" 7'-8" 6'.11"
48" 8'-10" 8'-1" 7'-7" 1',2" 6'-5"
54" 8'-4" 7"" 7'.2" 6',9" 6',1"
'/
60" 7'-3" 6'-9" 6'-5" 5'-9"
66" 7'-7" 6'-11" 6'-6" 6'-1" 5'-6"
72" 7'.3" 6'.7" 6'-2" 5',10" 5'-3"
78" 6',11" 6'-4" 5'-11" 5'.8" 5'.1"
84" 6'-8" 6'-1" 5'-9" 5',5" 4',11"
90" 6'-6" 5'-11" 5'-6" 5'-3" 4'-9"
2" x 2" x 0,044" Hollow Extrusion
Wind Zone
Load 102 M,P,H, I 110 M.P,H. I 120 M.P,H, I 125 M,P.H, I 130 M,P.H.
Width ADulied Load
19/1 ISa, Ft. 2311/50, Ft. 26 /I ISa, Ft. 29 /I ISa, Ft. 36 /I ISa, Ft.
36" 11'-2" 10'-2" g'-7" 9'-1" 8'.2"
42" 10'-4" 9'-5" 8',10" 8'-5" 7'-6"
48" 9',8" 8',10" 8'-3" 7'-10" 1'-1'
54" 9'-2" 8'-4" 7'.10" 7'-5" 6',8"
60" 8'-8" 7'.10" 7'-5" 7',0" 6'-4"
66" 8'.3" 7'-6" 7'-1" 6'.8" 6',0"
72" t.11" 7'.2" 6'9" 6'5" 5'-9"
78" 7'-7" 6'.(1" 6'6" 6'-2" 5',6"
84" 7'-4" 6'1l" G' 3" 5',11" 5',4"
90" 7'.1 " 6'-5" 6',1" 5'-9" 5'.2"
Notes:
Glass Rooms: The addition of aluminum Ifil"''' windows with glass panes that are designed
to 110 M.P.H. wind load requirements to the above upright sizes increases the strength so that
additional framing is not required
Screen Splines on 3" side. extrusion h,,"ed wiltl 3" side parallel to sole plale.
Example:
Screen panel width "W' = 60";
Maximum "H" for A 2" x 2" x 0.036" Hollow rxlrusion c @Iii"
UShl[l screen pAnel widlh "W' (See lyriC'll [llilSS room drAwing ). select upright height "H"
required from the maximum height allowed for eAcil extrusion.
Lawrence E, Bennett, P,E:,
CIVil. ENGINEER. DEVF.UJPMENT GONSlIl TAN T
PO BOX 4368, SOUIH DAYTONA, n. 3]1]1
TEl.EPHONE (904) 767-4774
r AX (904) 7676556
SEAl.
--
f'^QF. @
COPYHIGIIT 1999
92 NO r TO BE REPRODUCED IN WHOLE OR IN rAR 1 WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P.E.
I)
~"I.I
)1
.-.>
SECTION 7
Wind
Realon
102M.P.ll.
110 M,r,ll,
120 M.r,lI.
125 M.P,H.
140 M,P,II.
r---
'1hC:.. ,"
.
C')
L
SOLID ROOF PANEL PRODUCTS
'>:.:...;2:=-
....
.-e:::..:::;.:....
-f:...."..,.".:.... .
L -- ------~ 48"
. . . . . . . . . .
,. ....................
., .::::: :':.',::: ,: ::,:::: ::;.,;;;
1
FOAM - 1.0# DENSITY E, p, S,
ALUMINUM 3105 H-14 OR H-25 ALLOY
PATENT # 4,769,963 AND 5,086,599
SNAP - N - LOCK PANEL @
SCALE: 1/4" = 1"
Wind
Relllon
102 M,P,H,
110 M,P,H.
120 M.P.II,
125 M,P,H.
140 M,P,H,
3" x 48" x 0,024" Panels
ODen Bulldlnas
Applied Overhan
Load NONE 1'.0"
17 16'-4" 16'-6"
20 15'-1" 15'-2"
23 14'-1" 14'-2"
26 13'-3" 13',4"
32 11'-11" 12',1"
.F.1m~A:I. Structall Building Systems Ine:, Sn~p & Lock @ Composite Roof Panels
Allowable Spans for Composite Roof Panels @ Various Loads
Aluminum Alloy 3105 H-14, H-25 Foam Core E.P.S. 1# DensIty
Manufacturers Proprietary Product!~:
3" x 48" x 0,019" Panels
ODen Bulldlnas
Applied Overhan
Load NONE 1'-0"
17 14'.7" 14',6"
20 13'.5" 13','"
23 12',6" 12'.8"
26 11'-9" 11'.11"
32 10'-7" 10'.10"
Wind
Realon
102 M,P.H.
110 M,P,H,
120 M,P.H,
125M.P.l1.
140 M.P.H,
3" x 48" x 0,030" Panels
ODen Bulldlnas
Applied Overhan
Load NONE 1'.0"
17 18'.10" 18'-11"
20 17'.4" 17'.6"
23 16'-2" 16'-4"
26 15'.3" 15'-4"
32 13',9" 13'.10"
Condition
2'.0" 3',0"
15'-1' 15',9"
14'0' 14'-8"
13'.2' 13',11"
12'-5" 13',3"
11'-4' 12'.2"
Condition
2'-0" 3',0"
16'.10" 17'-5"
15'-7" 16'.3"
14'.7" 15'.3"
13'-10" 14'-0"
12',7" 13'.4"
Condition
2'-0" 3'-0"
19',3" 19'-9"
17'.10" 18'.4"
16'.8" 17'.3"
15'-9" 16'-4"
14'-3" 14'-11"
Wind
Region
102 M,P,H.
110 M.P,II.
120 M,P.H,
125 M.P,Il,
140 M.P,H.
Wind
ReQlon
102M,P.l1.
110 M,P.li,
120 M,P.l1.
125 M,P,II.
140 M.P,H,
Wind
Reqlon
102 M.P,Il.
110 M,P,H,
120 M,P.l1.
125 M,P.Il,
140 M.P.H,
Enc osed Bulldlnas
Applied Overnan
Load NONE 1'-0'
29 11'.2" 11'-4'
35 10'-2" 10'....
41 9'-4' g'.7'
45 8'-11" 9'.2"
56 8',0" 8'.3'
Coiiilllfon
2'-0'
11'-10"
10',11
10'-2'
9'-10"
8'-11'
.~
.....11
0-9'
0-0
Ene aBed BulldlnaB
Applied Overhana Condition
Load NONE 1'.0' 2 -0 j'-O
29 12-6" 12',8' 13-2" 13'-10"
35 11',5' 11'.7" 12-1' 12'.10
41 10'.6" 10'.9" 11'-3" 12-1
45 10',1' 10'-3" 10'-10" 11-8"
56 9'-0' 9',3" 9'-10" 10;~il'
Enclosed Build nas
Applied Overhanc CondfUon
Load NONE 1'-0" 2'.0" 3'-0"
29 14'-5" 14'-7" 14 -11" 15'-7
35 13'.1" 13'-3" 13',9" 14 -5'
41 12'-1' 12.3' 12'-9' 13-6
45 11',7" 11'.9" 12',3 13-0"
56 10...." 10'-7' 11'-1''' n':lf"
Note: lolal roof panel width = room width plU9 wall width plu9 overhang.
Lawrence E. Bennett, P.E.
CIVIL ENGINEER - DEVELOPMENT CONSUL T ANT
P.O. BOX 4368, SOUTH DAYTONA, FL 32121
TELEPHONE (904) 767-4774
FAX (904) 767-6556
SEAL
PAGE
~
BTRUCTALII
I _UILDINII .V.T... I
350 BURBANK, OLDSMAR. FL 34677-4906
LOCAL (613) 855-2627
NATIONWIDE 1.800--969-3706
FAX (813) 854-2802
'II
"
@ COPYRIGHT 1999
194 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P,E,
SOLID ROOF PANEL PRODUCTS
COMPOSITE ROOF ANCHORING DETAILS
-~l" "
-- f
---====~.:=:.: '. "
.------ -
#10 x 1-1/2" S M S OR WOOD
WOOD SCREW (1) PER
RAFTER OR TRUSS TAIL
#10 X 3/4" S. M. S, OR WOOD
SCREW SPACED @ 12" 0, C,
qQ""'r 17, .1 JE:.ic'f.fiY' -11"
SCALE: 1/4" = 1'-0"
ro.~:rAll
FOR MASONRY USE 1/4" x
1-1/4" TAPCON ANCHOR
OR EQUAL @ 24" 0, C, FOR
WOOD USE #10 x 1-1/2" S.M.S,
OR WOOD SCREWS
@ 12"0, C.
EXISTING HOST STRUCTURE
WOOD FRAME. MASONRY OR
OTHER CONSTRUCTION
SECTION 7
EXISTING TRUSS OR RAFTER
#8 x 9/16" S, M, S, SPACED
@ 8" O,C, BOTH SIDES
ROOF PANEL
#8 x 9/16" S, M, S, SPACED
@ 8" 0, C. BOTH SIDES
EXISTING FASCIA
#8 x 9/16" S,M,S, SPACED
@ 8" O. C, BOTH SIDES
ROOF PANEL
#8 x 9/16" S.M,S. SPACED
@ 8" O. C, BOTH SIDES
ROOF PANEL TO WALL DETAIL
SCALE: 1/4" = 1'.0"
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 PANS "tn. 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 CONSUL TANT
P.O. BOX 4368, SOUTH DAYTONA. FL 32121
TELEPHONE (904) 767,4n4
FAX (904) 767-6558
SEAL
PAGE
@ COPYRIGHT 1999
NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E. BENNETI, P.E.
171