HomeMy WebLinkAbout96-5917
BUILDING PERMIT 0 ~- .
CITY OF ZEPHYRHIW Po",," N · . 591 ?;tf5
(813) 788.6611 Date ~ -lo-9~
Q
E~- p~_.. ~ewerConn
~ Water Conn:
~oporty Owno" . ~_ ~ ~ ~..e: Mete.
~:~c:'~d:,:' Jf'~~-~~ ~. _ === ~'F'
t'
Zoning: cFfergy Code: / ~adon Gas: /)
Description of Work C ~ Jl21~ - ~--:J1;~ - ~Y81&
NO OCCUPANCY BEFORE C.O.
FINAL
Complete Plans, Specifications and Fee Must Accompany Application. C.O.
All work shall be performed in accordance with City Codes and Ordinances.
DATE
Valuation or
Contract Price
~/SUu'
~
Permit Fee
Signature
Company
Address
Telephone#
Inspector
City License Registration # f!3 ;.:2. ~
State Certified License# C!.-7(C!O :J~Io'()
UeJ1 ~ t1A/41a~h--
ELEC~
.~
Tp. Serv.
Rough In
Meter Can
Const. Pole
Pool
Pre-Meter
Final
BUILDING
~
-
MECH~AL
./
Breakers
Ducts Insl.
Compressor
Final
Ftr.
Pre SLB
Lintel
SLB
Tub Set
Water
Sewer
Final
FRM.
Insul. CL
WL
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($15.00) 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.
APPLICAnON FOR PEBKIT
CITY OF ZEPIIYRIIILLS
BUILDING DEPARTMENT
OWNER' S NAKB
V~ICR l(
L.tJT-..f..2 ift?6't?7
S/7m~
WY/JJtJ~,E
L /}t,JR,U/.J,4
PHONE
'7 J>'J -;:;tJc? 7
OWNER' S ADDRESS
L.. t1)OP
JOB ADDRESS
LEGAL DESCRIP'l'ION: LOT(S) BLOCK SUBDIVISION'
PARCEL LD.' /I/-~b ^ ,;)J- tJ/6c;-tJCJtJtV- ~-.?;;z 0 (OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPOSED:~ew Construction ---..Addition ---...Alteration ---Repair _Install
_Sign --IIove ->>e-olish
PROPOSED USE: ~iDgle Faaily --II/F _' of Units --II/H
_ec-ercial _Indust. _Swia. Pool _Other
---Restaurant It Health Departaent Approval
DESCRIP'l'ION OF WORlC: COIUC-R.Er ~ -S//'ELJ - C;J,e,.q;;er-
Ii 1/ ,,/, ~r""'l- 9. r
BUILDING SIZE: //bxS'xl/Z ': -i!f"s Square Feet, rt:>.f"Height
RESIDENTIAL: ATrACB (2) PLOT PLANS It (2) SETS OF BUILDING PLANS It (1) SET ENERGY FORMS.
COMMERCIAL: ATrACB (3) SETS OF BUILDING PLANS It (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
PERMITS REOUESTED
~UILDING
$
-?S-oo. iJ ()
Valuation of Total Construction
_ELECDUCAL
AIIP Service
Florida Power Corp.
W.R.E.C.
----1IEClWlICAL
$
Valuation of Mechanical Installation
_PLUKBIliG
GAS
ROOFING
SPECIALTY. '
TYPE OF CONSTRUcnON: _Block _Fraae _Steel
Other
FIlIISBED FLOOR ELEVAfiONS:
FT.
IS PROJECT IIi FLOOD ZONE AREA?
YES NO
..........................................
BIJTTJlER
CONTRACTOR SECTION
~ L" "cOMPANY ,4cE /7Lt/;#,
I' Y __ State Cert. or Regist.' CleCL>~"" y~ ?D
~ "' City License Registration' c:P 3
......................................*...
Signature
RT .RCTRICIAII
COMPANY
State Cert. or Regist. ,
City License Registration .
......................................****
S10TUII ture
PLUMBER
COMPANY
State Cert. or Regist. f
City License Registration f
....*....**.**.********..**....**.*.*****.
Signature
MECHANICAL
COMPANY
State Cert. or Regist. f
City License Registration .
..............*..*...******.*.*******.****
Signature
OTRRR COMPANY
State Cert. or Regist. ,
Signature City License Registration ,
.............*.................*..**.*..**
APPUCATION APPIlllVED BY ~(/\)~ ID~ PERIIIT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
Tbe undersigned understands that this penit laY be subject to 'deed restrictions' which laY be lOre restrictive than City
regulations. The undersigned assUleS responsibility for COIpliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they laY be required to be licensed in accordance with
state and local regulations. If the contractor is not licensed as required by law, - both the owner and contractor laY be
cited for a lisdelleaDor violation under state law. If the owner or intended contractor are uncertain as to what licensing
reguireaents laY apply for the intended 1IOrk, they are advised to contact the City of ZepbyrhiUs Building Departlent, (813)
788-6611. - .,
FurtherlOre, if the owner bas hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the
'Contractor Sections' of this application for wbich they will be responsible. If you, as the owner sign 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 contractor that laY be an indication that he is not properly licensed and is not entitled to perlitting privileges in the
City of Zepbyrbills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) ,
I certify that I, the applicant, have been provided with a copy of 'Florida's Construction Lien Law - HOIIeOWJler's Protection
Guide' prepared by the Florida DepartJent of Agriculture and Conslller Affairs. If the applicant is SOJeODe other than the
'owner', I certify that I have obtained a copy of the above described docuIent and prOJise in good faith to deliver it to the
'owner' prior to CQIIBDceaent.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the inforlation in this application is accurate and that all work will be done in cOlpliance with all
applicable laws regulating construction, loning, and land deveJoplent.
Application is hereby lade to obtain a peIlit to do wort and installation as indicated. I certify that no wort or
installation has ~ced prior to issuance of a penit and that all wort will be perf OM to .et standards of all laws
regulating construction, City codes, loning regulations, and land developlent regulations in the jurisdiction. I also
certify that I understand that the regulations of other goveIDIeDtal agencies lilY apply to the intended wort, and that it is
IY responsibility to identify what actions I lust take to be in c08pliance. Such agencies include but are not lilited to:
t DepartJent of Envirolll8lltal Regulation - Cypress Bayheads, Vetland Areas and Envirolll8lltally Sensitive Lands,
Vater/Vastewater Treatlent
t Southwest Florida Vater Hanageaent District - VeIls, Cypress Bayheads, Vetland Areas, Altering Vatercourses
t ArlY Corps of Engineers - Seawalls, Docks, Ifavigable Vaterways
t Departlent of Health & Rehabilitative Services, EnvirODlental Health Unit - VeIls, Vastewater Treatlent, Septic 'anks
t US EnviroDlental Protection Agency - Asbestos abatl!lent
I also certify that, if fill laterial is to be used in Flood Zone 'A' or 'A,etc.', it is understood that a drainage plan
addressing a 'COIpensating volute' will be sublitted wbich is prepared by a professional engineer registered in the State of
Florida prior to perlit issuance. -
A perait 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 peIlit prevent the Building Official frOJ thereafter
requiring a correction of errors in plans, construction, or violations of any code. Bverr penit issued shall beCOle invalid
unless the work authoriled by such penit is COII8IlCed within sillOnths of issuance, or if wort authoriled by the perait is
suspended or abandoned for a period of sillODths after the tile the wort is cOlleDced. One 90 day atension of tile, lilY be
allowed for the perait with fee charge of $15.00. Tbe atension shall be requested in writing to the Building Official. An
approved inspection lUSt be logged during each sillODth period, or the project will be considered abandoned.
VAIUIIIG to OIlIER: YOUR FIILURI '0 RECORD I 1I0llCE OF COIIHDCEIIIIft' MAY RESULt II YOUR PlYING !VICE FOR IHPROVBHmS to YOUR
PROPERTY. IF YOU IIIUIID !O OBfIIJI FIIWICIKG, COJISULt VI!H YOOR LBKDER OR lIf AnolUlBY BBFORE RBCORDIIG YOUR 1000ICI OF
aDPcrwn.~::~.nmm~mum m A ;pz;;t
SIGJlAtURI: OR IGm SIGJlAtURf: COH1'RAC'lOR_
STATB OF FLORIDA
COUNty OF Pl-l5 C-V
The foregoing instrument was acknowledged
before me this b!7p}J& 1, 19~ by
If t- B 2-7Z...; .s I M..s
who is personally known to me or WAO b~&
predth..c!l1
as identifieatiOB and who did/did not
take~~ g. ~
(Sign ure) _ '
k A 11-1 L e:E A.J oJ. 'i3R () W 10
(Name Typed, Printed or Stamped)
NOTARY P>>~
"," 1- KATHLEEN J BROWN
*." * My Commission CC....9029
Expires Apr. 02.1999
~ ~..
-f,", 0' ,\.o'fo
StAtB OF FLORIDA
coum OF r H::SC--O
The foregoing instrument was acknowledged
before me this ~~ ~, 19~ by
A L &7<-/- S I H-.S
who is personally known to me or who h6&
.produeel!
-aM 1duht-;fir:atieB and who '"*Idid not
take W~J~ Ii ~
(Signature)
kATl-lLEEAJ J. J3RiJ'WN
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
"..,,~ PUll
..~ fi "1-
~.;
of,", IIF ,\.~
KATHLEEN J BROWN
My Commislllon CC449029
Expires Apr. 02,1999
ACE
ALUMINUM
Job No.
Phone: (813) 782-2616
',,-,
, ACE AWMJNUM
38525 2nd AVe.
ZEPHYRHILLS. FL 33540
782-261~
SOLD TO ..s I1AJ/(/.t f 40~/...{'1/1./'&
ADDRESS L Or-d.2 J ?oo 7 /.. )'jJ,A/;1i/Jo'f- L {) o~
SHIPTO Ze:-~/I'ff</I/L-L-S" ~I/ --?L?S-y/
DATE ~-iL-9f:
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PERMIT
PRICE
TAX
/"-. .gneaa~ to pay TOTAL PRICE JS-OD,Oo
;t5e und
/ / I STAL INFUL N COMPLETION DEPOSIT
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MiY UOUJ E~i Of WATf:H AND noA.UW^YS (INCLUDINC NAtlES) ADJAC~'f 'fCl Till:: i>IIUr~Il'rY. 1tIUJ.C^T~
T"I~, 5 11. f.. Y EJ\1l t N.il> NNiE Of HO~:U.E I SUCH AS 1'2 I X 60 I. 1 iJ B \, FLEETWOOIJ.
~ 1I "EASE."ENlS". "RICIIT-OF-WAY" n.d ~'JURISOICTlONAL LIliES" ..u"'~ b. nhow. 011 all .H. plall'.
IJU tlU'!' ENGROACIl INTO ANY EASEMENT WITH A STRUCTURE
1I0US( CON SJftuCT ION
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ATTACHED ALUMINUM COVERS
SEE CONNECTION DETAIL
2" l( ." LUMBER TOP PLATE Willi ROOf
w 0 2" x 2" x 0.044" ALUt.lINUM OR
:::;;
0 d 2' II ..' AT 24' O.C. LUMBER
I
.
.... .
...J '"
m I-
0 '" SHEATHING: 1/2" PL YWOOO OR
:::;;
III STRUCTURAl GRADE THERMAL PLY
Cl a WITH SIDING
z 'J
F I-
III III
X .
w .
" / 2" x .' P.T.P. PLATE wi J/8' II
. .-1/2' CONCRETE ANCHORS
'"
SEE CONCRETE DETAILS
SECTION THROUGH UTILITY ROOM
SEE CONNECTION DETAIL
12' II PAN (SEE CHARTS) USE 'W' TO
SELLCT PAN fOR REQUIRED SPAN
2' x 2' II 0.044" ALUMINUM OR
2' II .' AT 2..' O.C. LUMBER
....
:::;;
o
I
....
-'
m
o
:::;;
Cl
z
F
III
X
W
SHEATHING: 1/2' PLYWOOD OR
STRUCTURAl GRADE THERMAL PLY
WITH SIDING
.W'. VARIES
fOR fRONT BEA'" USE 'L''''W/2+0.H.
SHED IS FRAMED WAlL A IT ACHED TO
HOST STRUCTURE
1/2. L-BOLTS fOR 2' II ..' P.T. PLATE
OR CONCRETE ANCHORS AT ".-0" O.C.
/
SEE CONCRETE DETAILS
UTILITY SHED AND CARPORT WALL SECTION
NOTES:
1. ANCHOR PANS TO HEADER CHANNEl WITH (3) lID II 1/2' S.M.S. W/ WASHER.
2. ANCHOR PANS TO ROOf BEAMS WITH (J) '10 II 1/2' 5.101.5. WI WASHER.
J. ANCHOR COLUMN TO CONCRETE fLOOR WITH 2-1/4" II J" CONCRETE ANCHORS.
4. ANCHOR COLUMN TO BASE PLATE WITH 1-1/'" 5.5. BOLT
LAWRENCE E. BENNETT, P.E.
aVB. ENOlNEJia &: DIiVELOPMliNT CONSUlXANT
P. O. BOX"368 SOUTH Q,t.YTONA, FL 32121
PHCHE 1 (90") 767.;,n..
fAX . 1 (90") 7ti1-ti556
o COPYRIGHT. 19Q6
NOT TO BE REPRODUCED IN WHOLE OR IN ~RTWITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E.
I
"---'"'
--.J
,
"-..-/
3
40
ATTACHED ALUMINUM COVERS
TABLE 1
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 O. H. l' O. H. 2' O. H. 3' O. H.
3"x 0.026"
100 MPH W. L. 15'-11" 16'-1" 16'-5" 17' -0"
11 0 MPH W. L. 14'-3" 14'-5" 14'-10" 15'-6"
120 MPH W. L. 13'-0" 13'-2" 13'-7" 14'--4"
3"x 0.032"
100 MPH W. L. 18'-10" 18'-11" 19'-3" 19'-9"
11 0 MPH W. L. 16'-10" 16'-11" 17'--4" 17'-11"
120 MPH W. L. 15'--4" 15'-6" 15'-11" 16'-6"
LIVE LOAD; ALL BUILDING TYPES
O.H. CONDITION NO O. H. l' O. H. 2' O. H. 3' O. H.
3"x 0.026"
20 #/SF L. L. 16'-1" 16'-2" 16'-7" 17'-2"
30 #/SF L. L. 13'-1" 13'-3" 13'-8" 14'-5"
3"x 0.032" ,~
20 #/SF L. L. 18'--4" 18'-5" 18'-9" 19'-3"
30 #/SF L. L. 14'-11" 15'-1" 15'-6" 16'-1"
1. TOTAL 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. BENNETT, P.E.
CIVIL ENGINEER &; DEVELOPMENT CONSUl1ANT
P. O. BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (~4) 767.4774
FAX' 1 (~4) 767.6556
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN R>.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E.
ATTACHED ALUMINUM COVERS
TABLE 4
continued
3"x 3"xO.040" ROLL FORM*
10'-0" 2,381 132 108 99 74 43
11'-8" 1,786 99 81 74 56 33
13'-4" 1,389 77 63 58 43 25
15'-0" 1,042 58 47 43 33 19
3"x 3"xO.060" ROLL FORM*
11'-0" 3,600 200 164 150 113 65
12'-10" 2,700 150 123 113 84 50
14'-8" 2,100 117 95 88 66 38
16'-6" 1,575 88 73 66 32 29
3"x 3"xO.060" SCALLOPED OR FLUTED EXTRUSION 6063 T-6 ALLOY
11 . -1 A" 3,408 189 155 142 107 62
13'-10" 2,556 142 116 107 80 46
15'-10" 1,988 106 87 80 62 35
17'-1 A" 1,491 83 68 62 47 27
3"x 3"x O.90"TUBE EXTRUSION 6063 T-6 ALLOY
11 ' -1 A" 5,184 288 236 216 162 94
13'-1 A" 3,888 216 177 162 122 71
15'-10", 3,024 168 137 126 95 55
1 7'-1 A" 2,266 126 103 95 71 41
3"x 3"x 0.125"TUBE EXTRUSION 6063 T-6 ALLOY
13'-9" 6,912 384 314 288 216 126
16'-1" 5,184 288 236 216 162 94
18'-4" 4,032 224 183 168 126 73
20'-7" 3,024 168 137 126 95 55
4"x 4"x 0.125"TUBE EXTRUSION 6063 T-6 ALLOY -
15'-9" 9,312 517 423 388 291 169
18'-5" 6,964 388 317 291 218 127
21'-0" 5,432 302 247 226 170 99
23'-8" 4,074 226 185 170 127 74
· ALLOt' 3105 H16
1. THE SMALLER ROOF AREA OF LIVE + DEAD LOAD AND WIND LOAD SHALL GOVERN.
TABLE 5
ISOLATED FOOTINGS
MAXIMUM ROOF AREA IN SF FOR CARPORT POST WI ISOLATED FOOTING
FOR BELOW LISTED WIND VELOCITY
UPLIFT LOADS
FOOTING TYPE & SIZE 100 MPH 110 MPH 120 MPH
POURED CONCRETE
1'-0"X 1'-0"X 1'-0" 29 25 21
l'-4"X 1'-4"X 1'-4" 86 72 61
1'-6"X 1'-6"X 2'-0" 163 136 116
1'-8"X l'.8"X 2'_0" 187 156 134
1'-8"X 1'-8"X 2'-6" 275 229 196
2'-Q"X 2'-0"X 2'_0" 346 288 257
2'-6"X 2'-6"X 2'-6" 463 386 331
PRE-CAST SLAB WI 80' SACK-CRETE
& BACKFILL OVER SLAB
1'-4"X1'-4"X2'-4" 117 97 56
LAWRENCE E. BENNETr, P.E.
CIVIL ENGINEER & DEVELOPMENT CONSUIIANT
P. 0, BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (904) 767.4774
fAX' 1 (904) 767-6556
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN ""RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
3
52
ATTACHED ALUMINUM COVERS
(2) 1-1/2" x 1-1/2" x "t" ANGLE
OR (1) U CHANNEL x "t"
TOP OF GRADE
~" x ~" POST SEE TABLE
(1) HAT CHANNEL x "t"
"t" IS THICKNESS OF
REQUIRED POST
3/8" x 3-1 /2" BOLT
80 LB. 2500 PSI CONCRElE
PRE-MIX
l
~
I
r<>
,4 .' .
4
..:.. . . . <I
I 16" 1
3"x3" BASE
ALUMINUM CONVENTIONAL CONSTRUCTION
PORCH POST CONNECTION
POST IN CONCRETE w/ 14 . BAR
12" LONG
POURED CONCRElE
REFER TO TABLE 5
3" x 3" POST ruRN BOLTED
TO ANCHOR RISER
'----
>
~
l-L-1\/
2-3/4" x 2-3/4" x 2-1/2"
LONe x 1/8" ruBINe
WELDED CONNECTION
( l
12" x 12" x 1/4" PLAlE
2'-0" MIN.
BEFORE SLOPE
T f :
~ ' "I"'''i!i'Tl'''''''~'''iI'''''''''j''
/ . NOTE. "BE' "'~:: ~~~~;~
NOT REQUIRE WIRE MESH
3-1/2" CONC. SLAB
BASE ANCHOR CONNECTOR
FOR POST TO SLAB CONNECTION
NOTE: IF LOCAl BUILDING DEPARTMENT HAS A
MINIMUM FOOTING SPECIFICATION, THAT
MINIMUM SHALL SUPERCEDE THESE PLANS.
1~30LA TED FOOTING
(1) 15 BAR CaNT. (1) 14 BAR CaNT.
---
/'
/
I"LA T SLOPE / NO FOOTING MaDERA lE SLOPE FOOTING
I) - 2"/12" 2"/12" _ 1'-10"
:'IOlE: NO FOOTING EXCEPT WHEN ADDRESSING EROSION
MIN. 2500 P.S.I. CONCRElE W/ 6 x 6 - 10 x 10
WELDED WIRE MESH OR FIBER MESH CONCRElE
~ J~"'l
SlEEP SLOPE FOOTING
> 1'-10"
SLAB DETAILS ADDRESSING EROSION
'-
LAWRENCE E. BENNETT, P.E.
ClVR. ENGINEER &: DEVELOPMENT CONSUU"ANT
P. o. BOX 4368 SOUTH DAYTONA, FL 32121
PHONE 1 (004) 767.4n4
FAX II 1 (004) 767-6556
Q COPYRIGHT, 1996
NO r TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRllTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E.
"
u
43
ATTACHED ALUMINUM COVERS
~:"
~...
SEAlANT
~ 3" HEADER EXTRUSION
~ ~ 18)( 9/16" TEK SPACED AT
~ _____ 8" O.C. BOTH SIDES
___ SEAlANT
#10 )( 1-1/2" S.M.S. OR WOOD
WOOD SCREw (1) PER RAFTER
OR TRUSS TAIL
EXISTING TRUSS OR RAfTER
610 X 3/"'" S.M.S. OR WOOD
SCREW SPACED AT 12" O.C.
3" ROOF PANEL
EXISTING FASCIA
'--../
---~.'.'
SEAlANT
~ 5' HEADER EXTRUSION
~ ~ #8)( 9/16" TEK SPACED AT
~ _____ 6" O.C. BOTH SIDES
___ SEAlANT
FOR MASONRY USE 1/"''' x
1-1/4" TAPCON ANCHOR OR
EQUAl. SPACED AT 24" O.C.
FOR WOOD USE 110 )( 1-1/2"
S.M.S. OR WOOD SCREWS A. T
12" O.C.
3. ROOF PANEL
EXISTING HOST STRUCTURE
WOOD FRAME. MASONRY OR
OTHER CONSTRUCTION
----.
ROOF PANEL TO FASCIA DETAIL
ROOF PANEL TO WALL DETAIL
NC 1ES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS Burrs OR THE SUB-FASCIA FRAMING WHERE POSSIBLE
ONLY IS? 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 MIN. 1-1/4" WASHERS
" OR SHALL BE WASHER HEADED SCREWS
HO~~T STRUCTURE OR FASCIA AND SUB-FASCIA CONNECllON REQUIREMENTS
LOAD CONDITIONS
GLASS ROOMS WIND VELOCITY LOADS DEAD + UVE LOADS
HOST STRUCTURE 102 MPH 110 MPH 120 MPH 22#/SF 32 #/SF 57#/SF
1. CONCRETE 1 /4"x1-1 /S" CONCRETE SCREWS @ 12" O.C.----->(2) @ l' O.C.
2. WOOD FRAME 1/4"x2" LAG SCREWS @ 6" O.C.------------->(2) @ 1" O.C.
SC~:EEN, VINYL, AND CARPORTS
HOST STRUCTURE 102 MPH 110 MPH 120 MPH 22#/SF 32 #/SF 57#/SF
1. CONCRETE 1/4"x1-1/S" CONCRETE SCREWS @ 12" O.C.----->2 @ ,. O.C.
2. WOOD FRAME 1/4"x2" LAG SCREWS @ 12" O.C.--------->2 @ l' O.C.
"'-../"
SfUCE TO BE LOCATED 1/4 TO
1/ J BEAM SPAN AND
S1 AGGERED EACH SIDE or SELF
MJ. TING BEAM
1- d-.5D" --r- d-.SO" --1'
+ + + + + + + +
DENOTES SC EW PATTERN
NOT NUMBER or SCREWS
1" MAX.
B( AI,I SPUCE SHALL BE MIN.
Of d- .50" HEIGHT AND
2 (d-.50") IN LENGTH
M1r4. SCREWS PER SPUCE
TO fA!. / SIDE OF SPUCE
2. )( 4" 4/2
2. x 5" 4/2
2" )( 6 4/2
2" )( 7" 6/3
2. )( 8" 8/4
2" )( 9" 10/5
~r
;a
J
d = HEIGHT Of BEAM
+ + + + + + + +
I" MAX.
PLA TE TO BE SAME WALL
THICKNESS AS BEAM
PLA TE CAN BE INSIDE OR
OUTSIDE BEAM 00 LAP CUT
TYPICAL BEAM SPLICE DETAIL
LAWRENCE E. BENNETT, P.E.
CIVIL ENGINEER &; DEVELOPMENT CONSUlTANT
P. O. BOx 4368 SOUTH Oo\YTONA, FL 32121
PHONE 1 (904) 767-4n4
FAX , 1 (904) 767-6556
" ....J
o COPYRI :iHT, 1996
NOT TO Bl: REPRODUCED IN WHOLE OR IN ""RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
..,
44
ATTACHED ALUMINUM COVERS
MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL
ROOMS AND OTHER OPEN STRUCTURES WI SOLID ROOFS 6063
T-6 ALLOY
EXAMPLE: FOR SPAN "~' ON DRAWING USE LOAD WIDTH = "W'/2 + O.H.
2"x 4"x 0.050" TILT BEAM: LQAO WIDTH = 14'/2 + 2'O.H. = 9'
LOAD WITH = 9'; L.L. @ 22#/SF BEAM SPAN = 7'-3"
BEAM SIZE BEAM SPAN FOR DESIGNATED LOADS
BEAM LIVE LOAD WIND LOAD
LOAD WIDTH 22#/SF 32#/SF 100 MPH 110 MPH
2"x 3"xO.OSO"TILT BEAM OR 2"x 3"xO.OSO"EXTRUSION
S '8'-1" 6'-r 9'-0"
6 '7'-4" 6'-0" 6'-3"
7' 6'-10" S'-6" 7'-6"
8 6'-S" S'-2" 7'-2"
9' 6'-0" 4'-11" 6'-9"
1 0' S'-8" 4'-8" 6'-S"
11' S'-S" 4'-S" 6'-1"
. 12' 5'-2" 4'-3" 5'-10"
2"x 4"x O.OSO"X TILT BEAU
S' 9'-9"
6' 8'-11"
7' 8'-3"
8' 7'-9"
9' 7'-3"
10' 6'-11"
11' 6'-r
12' 6'-3"
2"x 4"x O.044"x 0.120" S.U.B.
5' 12'-10"
6' 11'-8"
7' 10'-10"
6' 10'-1"
9' 9'-6"
10' 9'-1"
11' 6'-8"
12' 8'-3"
2"x S"x O.OSO"x 0.120" S.U.B.
S' 15'-2"
6' 13'-10"
7' 12'-10"
6' 12'-0"
9' 11'-3"
10' 10'-8"
11' 10'-3"
12' g'-g"
2"x &"x O.050"x 0.120" S.M.B.
S' 17'-2"
6' lS'-8"
7' 14'-6"
8' 13'-7"
9' 12'-9"
la' 12'-1"
11' 11'-1"
12' 10'-3"
. ~ ...
TABLE 2
EXAMPLE
--
8'-1"
7'-4"
6'-10"
6'-S"
6'-0"
S'-8"
S'-S"
S'-2"
8'-0"
7'-3"
6'-9"
6'-3"
S' -11"
5'-7"
S'-4"
5'-0"
1 0'-11"
1 0'-0"
9'-':'3"
8'-8"
6'-1"
7'-g"
7'-4"
7'-0"
9'-9"
8'-11"
8'-3"
7'-g"
7'-3"
6'-11"
6'-r
6'-3"
C COPYRIGHT, 1996
NOT TO BE REPRODUCED IN WHOLE OR IN flJ.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.
10'-S"
g'-6"
8'-10"
8'-3"
7'-g"
7'-5"
7'-0"
6'-9"
14'-4"
13'-1"
12'-1"
11'-4"
10'-8"
10'-1"
9'-8"
9'-3"
12'-10"
11'-8"
10'-10"
10'-1"
9'-6"
9'-1"
8'-8"
8'-3"
12'-4"
11'-3"
1 O'-S"
g'-g"
9'-2"
8'-9"
8'-4"
8'-8"
16'-11"
lS'-6"
14'-4"
13'-5"
12'-8"
12'-0"
11'-S"
10'-11"
lS'-2"
13'-10"
12'-10"
12'-0"
11'-3"
1 0'-8"
1 0'-3"
9'-9"
14'-0"
12'-9"
11'-10"
11'-1"
1 0'-5"
g' -11"
9'-S"
9'-0"
19'-2"
17'-6"
16'-2"
lS'-2"
14'-3"
13'-7"
12'-11"
12'-4"
17'-2"
lS'-8"
14'-6"
13'-7"
12'-9"
12'-1"
11'-7"
10'-3"
LAWRENCE E. DENNEIT, P.E.
CIVIL ENGINEER &: DEVELOPMENT CONSUlTANT
P. o. BOX 4368 SOUTH Oot.YTONA, FL 32121
PHOHE 1 (904) 767-4174
fA)( ,. 1 (904) 767-6556
120 MPH
7'-S"
6'-9"
6'-3"
5'-10"
5'-6"
5'-2"
5'-0"
4'-9"
8'-11"
8'-1"
7'-6"
7'-0"
6'-8"
6'-3"
-6'-0"
S'-9"
11'-3"
1 0'-8"
g' -11"
9'-3"
8'-8"
8'-3"
6'-10"
7'-6"
13'-10"
12'-8"
11'-8"
10'-11"
1 0'-4"
9'-9"
9'-4"
8'-11"
lS'-8"
14'-3"
13'-3"
12'-4"
11'-8"
11'-1"
1 0'-6"
10'-1"
3
49