HomeMy WebLinkAbout06-5853
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
5853
Permit Number: 5853
Permit Type: ADDITION/AL TERA TION
Class of Work: SCREEN ENCLOSURE
Proposed Use: SINGLE FAMILY RESIDENTIAL
Square Feet:
Est. Value:
Improv. Cost: 7,350.00
Date Issued: 6/05/2006
Total Fees: 105.00
Amount Paid: 105.00
Date Paid: 6/05/2006 Phone:
Work Desc: SCREEN POOL ENCLOSURE 812 sa FT
Address: 6931 OAKCREST WAY
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: OAK CREST ESTATES
Parcel Number: 02-26-21-0230-00000-0160
loLl
(c f' C\ \'0 leY
R
DUCTS INSTALLED PRE-SLAB CONSTRUCTION POLE 2ND ROUGH PLUMB
DUCTS INSULATED LINTEL PRE-METER WATER
SHEATHING FRAME MISC SEWER
MISC INSULATION WALL MISC MISC,
MISC. INSULATION CEILING MISC, MISC.
MISC. DRIVEWAY MISC, MISC.
REINSPECTlON FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection
trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections 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.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"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."
NO OCCUPANCY BEFORE C.O.
~~ ~~
CONTRACTOR SIGNATURE PERM~
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
(f)
5853
Permit Number:
Permit Type:
Class of Work:
Proposed Use:
Square Feet:
Est. Value:
Improv. Cost:
Date Issued:
Total Fees:
Amount Paid:
Date Paid:
Work Desc:
5853
ADDITION/AL TERATION
SCREEN ENCLOSURE
SINGLE FAMILY RESIDENTIAL
Address: 6931 OAKCREST WAY
ZEPHYRHILLS, FL.
Township: Range: Book:
Lot(s): Block: Section:
Subdivision: OAK CREST ESTATES
Parcel Number: 02-26-21-0230-00000-0160
7,350.00
105.00
LU
DUCTS INSTALLED PRE-SLAB CONSTRUCTION POLE 2ND ROUGH PLUMB
DUCTS INSULATED LINTEL PRE-METER WATER
SHEATHING FRAME MISC SEWER
MISC INSULATION WALL MISC MISC.
MISC, INSULATION CEILING MISC, MISC.
MISC, DRIVEWAY MISC, MISC,
REINSPECTlON FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection
trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections 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.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"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."
NO OCCUPANCY BEFORE C.O.
~~~
CONTRACTOR SIGNATURE PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020
City of Zephyrhills Permit Application
Building Department
Fax-813-780-0021
Datil Received
Owner Phone Number
Owner Phone Number I
Owner Phone Number I
Owner's Name
Owner's Address
Fee Simple Titleholder Name
JOB ADDRESS
Fee Simple Titleholder Address I
~(Y\~
ICbJcc~st- tE:S-t- PYi I
El
PROPOSED USE D
TYPE OF CONSTRUCTION D BLOCK D FRAME
DESCRIPTION OF WORK I Po 6 \ f (\ Q los u r-e.
BUILDING SIZE t \ ~ I SQ FOOTAGE I I HEIGHT I
11111111111111111'1111111"1111';'111111111"111111111111':111111"1111111111'111111";11'1"'11111111"11111III"IIII'I"'IIII'~/IIIII"'III
~ BUILDING 1$ / '6 '50 I -- I VALUATION OF TOTAL CONSTRUCTION t--JO
D ELECTRICAL 1$ I AMP SERVICE q~ss ENERGY D W.R.E.C,
~I ~<:.t-lIVl~(.1~rL/ ~
D PLUMBING 1$ I ~~ A(. - '\LPn~ fWl)
D MECHANICAL 1$ I VALUATION OF MECHANICAL INSTALLATIO&"'1'~ -,m ~0I1\PO
. 5]L~~ . J ''"Go
D GAS D ROOFING D SPECIALTY D OTHER 15' AAlr~ .-"...., .,.
I "''If "-" 0ri~tJf ....
FINISHED FLOOR ELEVATIONS I I FLOOD ZONE AREA DYES DNO .' . . J
.., 6-3\-0(0 ~~eCl 'Sha...cqP-,
1 I I I III I 111I111111111111111111111 I 111111111111111111111111111111111 I I I ~IIIIIIII I I11II1111111111I11111 I 11111I1111111 I III ttWflfffi'1t6i I~~
105, .:>.;:.>
BUILDER \) A ..PI ~ 'I COMPANY R- \-l- ~ll 1U2 V(' j' 0 VlS-J- r Il c..
SIGNATURE ~ REGISTERED N
NEW CONSTR
INSTALL
SFR
PARCEL ID#16d d ~ d I W 36
(OBTAINED FROM PROPERTY TAX NOTICE)
SIGN D MOVE D
I LOT # I ) to
6CCOO 0 I 1.00
SUBDIVISION
WORK PROPOSED
B
D
ADD/ALT
REPAIR
COMM
D
D
D
DEMOLISH
I
D
OTHER I
OTHER
STEEL
License #
Y/N FEE CURRENT
License #
Y I N FEE CURRENT
License #
Y I N FEE CURRENT
License #
YI N FEE CURRENT
Address
ELECTRICIAN
SIGNATURE
COMPANY
REGISTERED
Y/N
Address
PLUMBER
SIGNATURE
COMPANY
REGISTERED
Y/N
Address
COMPANY
REGISTERED
Y/N
MECHANICAL
SIGNATURE
Address
OTHER
SIGNATURE
COMPANY
REGISTERED
Y/N
License #
I1111I1111II111I1111111111111111111111111I111111111I111111111111111111111111111111111111111111I11111111111111111111111111111111111
Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Sanitary Facilities & 1 dumpster
Attach (3) sets of Building Plans; (1) set of Energy Forms.
Minimum ten (10) working days after submittal date. Required onslte, Construction Plans, Sanitary Facilities & 1 dumpster
All commercial requirements must meet compliance.
Attach (2) sets of Engineered Plans.
....PROPERTY SURVEY required for all NEW construction.
11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement Is required. (AlC upgrades over $5000)
Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized lelter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs Sewers Service Upgrades AlC
Address
111111111111111
RESIDENTIAL
COMMERCIAL
SIGN PERMIT
Fences (PloUSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions",
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with an~
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work, they may 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 may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work, they are advised to contact the Pasco County Building Inspection Division-Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" ,of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law-Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the .owner", I certify 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.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers-Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency-Asbestos abatement.
Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone "V" unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. 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 codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned.
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.
FLORIDA JURAT (F.S. 117.03)
CONTRACTOR
Subscribed and sworn to (or afflnned) before me this
by
Who is/are personally known to me or has/have produced
as identification.
OWNER OR AGENT
Subscribed and sworn to (or afflnned) before me this
by
Who is/are personally known to me or haslhave produced
as identification.
Notary Public
Notary Public
Commission No,
Commission No.
Name of Notary typed. printed or stamped
Name of Notary typed, printed or stamped
R4'
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This Instrument Prepared By:
Name:
Address:
Permit Number:
1111111111111111111I1111111111111111111111111111111111111111
2006109975
R l. 1002244 Rec: 10.00
cp . . 0.00
OS: 0.00 IT. DtyClerk
05/30/06_-- p
NOTICE OF COMMENCEMENT
JEO PITTMAN, PASCO COUNTY CLERK
05/30/06 10: 08am 1 of 1 6
OR BK 7009 PG 191
STATE OF FLORIDA
COUNTY OF '
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in
accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of
Commencement.
1,
2.
and re t a. if r:r~ )l{ 7-Vi: . ~
'C '. f..p. 7 tx::r It., d 9'
GENERA DE CRIPTION OF IMPROVEME T: -nO en c..J OSU r~
OWNER INFORMATION' ", "^ (DiA.f+Y') .
A. Name a. nd address: ~o to'", S/n rI-/, . -ill/-&! ~ 1. ~/ (7 /? ~ ('_r~s:/ ~ f
B. Interest in property: 2e nh. r h I I [S tc L .3'3 sVQ
C. Name and address of fee simple title holder (if other than owner):.... .l{
CONTRACTOR KEITH REEVES CONSTRUCTION INC.
A. Name and address: 7117 Ash Street
B, Phone number. Zephyrhills, FL. 33541 8' I ~ 7 6 0 - ~ <0 <0 fo
SURETY
A. Name and address:
B, Amount of bond $
C, Phone number.
3.
5,
6.
LENDER '
A. Name and address:
B. Phone Number:
7,
Persons within the State of Florida designated by Owner upon whom notices or other documents
may be served as provided in Section 713.13 (1) (a)7., Florida Statutes:
A. Name and address:
B. Phone number.
8.
In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's
Notice as provided in Section 713.13 (1) (b), Florida Statutes:
A. Name and address:
B. Phone number.
9,
Expiration date of Notice of Commencement (the expiration date is 1 year from the date of
recording unless a different d~ is specified):
::~=~~=.~~~ 1;:lIfYc:'m OtoLues7' W"l .
~wol!IlQ..aJ:ldsubscribedbeforemeby 12.ob~ h s. DlA-ffy ~iS;-~"
(!<.l1ownto~rproduced a~s lon,
this-- --:=:L.. day of m~ ,20 ~.
S~L: ~ ~-
NOT~~V PUB,L1C. ST~ OF FJ.,ORIQ.A... ') /'Y""I/
My commiSSIon expires: ~LJ ~. 6l.,L); ~ lP
U '
,>"'~l{.,~~_ Debra M. Howard
!..'1.Ji,,\.,;, MY COMMISSION # 00149875 EXPIRES
%~.:~i September 20, 2006
",:r.p.";'A.~ BONDEDTH~UT~OYFAIN INSUI1ANCEINC
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BUILDING SHALL COMPLY WITH
ALL APPLICABLE CITY OF, .
- 2EPHYRJIILLS"1)~~ ~
FROM :HOMETOWNPOOLS
FAX NO. :3525885877
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I
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lx )..)l ,~ I <:.
~- !:
~ I~ ~
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If I
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I .,/
J /
I
/
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~~-} ( ~f - ~
I""
~ --- J.;;z~ >
? ~ 3Sp~ (x)
t -a,1.Q4.
00 ~L-
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~t N,"J..
PLAN 16' -8' PROJ. PLAN 25' -0' PROJ.
PLAN 33' -4' PROJ.
,
<xl
I
\0
q....
C!.<:
~~:
I.,J ~\.j
":lei
:\c-J
..... @5~
.....
I..J""
iil!:l<:
~~
m1~
DO'
~~
~
III
11RT
ELEV.
~~Kl5IT}j
ELEV. ELEV.
PLAN 41' -8' PROJ.
JIf ELEV. JIf
WIND BRACING DETAIL
IE EACH ADJJITIDNAL
BA Y BEYaND 41' -8'
HUSTBE BRACElJ
E:LEV.
~,
s:
I..J,
d?
~u.,
....1\1
""
.
. .
UPR JGHT .
3' X 7' X 0. 045 PLATE
11/ 6-#10 S. H. S,
OVER SCREEN
2' X 2' CHAIRRAIL
NOTEI
l' X 2' X O. 045'
11/ 6-#10 S. H. S. X l'
ON INSIDE OF" K-BRACE
2'X2'
K-BRACE
K-BRACE
DETAIL
SEE TABLE FOR
POST SPACING e
VARIOUS IIALL
~T;
~
~
ROOF BEAMS FRAMED TO POST
'K' BRACING'
ALSO
PERM I SSABLE
Nom A T ALL CORNERS NOT FULL Y
ATTACHED TO EXISTING STRUCTURE
/lIND, BRACE EACH lJIR€CTIDN /1/
1/8' S. S, CABLES AND 3/8' EYE BOL TS
EACH ENlJ -OR-
2' X 2' X 1/8' ANGLE 11/ 4-#10 X l' S, M. S.
INTO EACH FRAMElJ MEMBER CROSSED
BY BRACE (SEE K-BRACE DETAIL ABOVE>
THESE STRUCTURES DESIGNED ~
THE 2004 FLORIDA BLDG. CODE
de CHAP. 6 OF ASCE 7 FOR 1 0-135 MPH
WIND VELOCITY (3 SEC. GUST) EXPOSURE A-8
VOID AFTER 2-1-07 IW=.77
DA VlD NORRIS ENGINEERING
112 COLEMAN RD.
WINTER HA VEN, FL 33880 Pg 1 A
(863) 299-1048 P.E. 32186 .-
TYPICAL POOL ENCLOSURE 'ELEVA T ION
t:~ e3lj
I 2- I
2' x2' PATIO
'PAC/N6 COLUMN HEIGHT ~~~Z
HPH 110 120 130 l1u-l::J:J
3' 8' -0' 7' -8' 7' -4' 8' -8'
4' 7' 4' 7'-0' 6'-8' 7'-11'
5' 6' -9' 6' 4' 6' -0' 7' -4'
6' 6'-3' 5' 11' 5'-7' 6'-10'
7' 5'.,-10' 5' -6' 5' -2' 6' -6'
8' 5'-6' 5'-2' 4'-10'6'-2'
9' 5' 3' 4'.-11' 4'-7' 5'-10'
I
,-
15' ~
~
_ -:,Q50 ~
SX=, 55
2-
.. 2' x 4' TIL T
!wAC/1ft COLUMN HEIGHT '~~~Z
HPH 110 120 130 110135
3' 14'-5' 11'-4' 9'-1.1' 12'-11'
4' 12' -9' 10' -0' 8' -9' 12' 0'
5' 1 l' 8' 9' -2' 8' -0' 11 ' -2'
6' 10' -10' 8' -6' 7' -5' 10' -4' .'
7' 10' -2' 8' -0' 7' -0' ~' -8'
8' 9' -9' 7' -8' 6' -8' 9' -2'
9' 9'-6' :/'-6' 6'-6' 8'-10'
5-
- -:4 00
J
SX=l,35 ! 'I
r050 I ~
I'
2' x 5' S. M, B.
~PACINlj COLUMN HEIGHT ~f;~~
HPH 110 leO 130 110-135
3' 20'-0' 19'-4' 18' 8' 21'-6'
4' 18'-6' 17'-8' 17'-0' 19'-10'
5' 17'-1' 16'-3' 15'-6' 18'-4',
6' 15'-9' 14'-10 14'-0' 17'-0'
7' 14'-7' 13'-8' 12'-9' 15'-10'
8' 13'-8' 12'-9' 11'-10' 14'-10'
9' 12'-1112' 0' 11' 2' 14'-0'
_~5 .. .. \:1]'
DE ' .
~X~ ,35 .. 1. N
I
fsx~. 35 1]
I 3- I
3-
3' x 2' PATIO
~AC/NfJ COLUMN HEIGHT ~~~Z
HPH 110 11:0 130 1 Iu-135
3' 10' -10' 9' -6'. 9' -a' 10' -8'
4' 9'-4' 8'-10'8'-4' 9'-9'
5' 8' -8' 8' -2' 7' -6' 9' l'
6' 8' -0' 7' -5' 6' -10' 8'-6'
7' 7' -4' 6' -10' 6' -5' 8' -0'
8' 6'-10' 6'-5' 6'-0' 7'-6'
9' 6'-6' 6'-1' 5'-8' 7'-2'
....
"':
.
:
_ r-:950 . ~
SX=. 70
I 2- I
2' X ,4' PATIO
Is'PACIM: COLUMN HEIGHT ~~~~
HPH 110 leu I J;iO 110-135
3' 13'-10' 12'-2' 11'-2' 14' 6'
4' 12'-13' 11'-2' 10'-4' 13'-8'
5' 10'-10' 10'-2' 19' 6' 12' 10
6' 10' -0' 9' -4' 8' -8' 12' -0'
7' '~' -3' 8' ..,7' 8' 0' 11' -3'
8' 8' -8' 8' -a' 7' -5' lrY -7'
9' 8' -2' 7' -7' 7' -0' 10' -0'
TYPICAL ALUMINUM CDLUMN & BEAM DeTAILS
TABLeS FOR SCReeN ROOMS & ROOFS ONL Y
NOTD J) BEAM SPANS MAY BE: /NCRE:ASED eo? /lHE:N CONTINUOUS OVE:R
/NTE:RIOR COLUMN SUPPORT
2) ALL BEAM SPANS ASSUME LA TERAL PURLlNS (2' x2') ~ 90. FRAMED
ACROSS ROOF ~ E:ACH POST IN SCREENED SIDE /lALLS
3) VALUES MAY BE INTERPOLATE:D FOR INTERMEDIATE LENGTHS OR SPACINGS
OR /lIND REGIONS.
~]
I 3- I
2' x 3' PATIO
~AC/IK.J COLUMN HEIGHT ~~~Z
HPH 110 lea 1;;J0 110-135
3' 11' 6' 10' 8' 10'-0' 11'-9'
4' 10' 6' 9' -8' 9' l' 10' 9'
5' 9'-6' 8.'-11' 8'-3' 9' 10'
6' 8' -10' 8' -3' 7' -7' 9' -0'
7' 8' -3' 7' -8' 7' -1' 8' 5'
8' 7' -9' 7' 2' 6' -8' 8' -1'
~ 7' 4' 6' -la' 6' -4' 7' -10'
4-
.
. 12.Q... ttr
SX=. 9~044 Ji ~
,
2' X 4" S. M. B.
irPACIM: COLUMN HEIGHT
HPH 110 leD 130
3' 16'-0' 15'-6' 15' 0'
4' 14'-10' 14'-3' 13' 9'
5' 13'-/0' 13'-2' 12'-7'
6' 13'-0' 12'-3' 11~ 7'
7' 12'-3' 11'-6' 10' 9'
8' 11'-7' 10'-10 10'-/'
9' 11' A' 10< -3' 9' -6'
1!.{AM
SPAN
110-135
17' -4'
16'-6'
15' -6'
14' 6'
13' -7'
12' -9'
12'-0'
DESIGN LDADING
CDLUMNS, 110 MPH - 11 PSF
120 MPH - 14 PSF
130 MPH - 16 PSF
135 MPH - 17 PSF
BEAMS, 110-135 HPH - 10 PSF
THESE STRUCTURES DESIGNEO WlTH/
THE 2004 FLORIDA BLOG, CODE (
&:- CHAP. 6 OF ASCE 7 FOR 110-135 MPH
WIND VELOCITY (3 SEe. GUST) EXPOSURE 8.
vOla AFTER 2-1-07 Iw=.77
DA VlD NORRIS ENGINEERING
112 COLEMAN RD.
'1'N~R HAVEN. FL. 33880 Pg. 1-B
\863/ 299-1048 P.E, 32186
..
6" 7"
"
?! ~1 .1?n 7J 2' x 7' S. M. 8. ,J
.12..Q.. ,I- 2' x 6' S, M. B,
\\ SX=l, 97 1055 SX=2. 541062
k. 1
2' x 6' M, B, 2' x 7' S, M. B,
SPAWN. COLUMN HEIGHT {7f:M \wACIMi COLUMN HEIGHT l!..€AH
SAN SPAN
HPH 110 120 130 110-135 HPH 110 120 ./30 110-135
3' 26'-6' 22'-6' 22'-10' 25'-0' 3' 26'-9' 25'-8' 24' -7' 29'-0'
4' 21'-8' 20'-8' 19' -8' 23'-6' 4' 24'-6' 23' -5' 22'-4' 27' -1 '
5' 19' -11 ' 19' -3' 17' -11' 22'-0' 5' 22' -6' 21' -5' 20'-4' 25'-3'
6' 18' -6' 17' -6~ 16'-6' 20' -7' 6' 20' -10' 19' -9' 18' -8' 23' -5'
l' 17' -4' 16'-5' 15'-4' 19' 3' 7' 19' -6' 18' -5' 17'-4 21'-9'
8' 16' -4' 15' -5" '14' -4' 18'-1' 8' IB' -5' 17' -4' 16'-3' 20' ~,
9' 15'-6' 14'-6' 13' -6' 17' -'1' 9' 17' -6' 16' -5' 15' -4' 19' -4'
10' 14' -9' 13' -9' 12' -9' 16'-2' 10' 16' -8' 15' -7' 14' -6' 18' -4'
9" 9"
.2a ~ ,J 1/ 2' X 9' s.H. B,' J
I- 2' x 8' S. M.B, .2~ I-- X . 072 X , 224
SX=4. 44 ,072 SX=5, 47 1072 i.
t
T
2' x 8' S, M, B. 2' X 9' S, M. B.
isPAClM: COLUMN HEIGHT ~~~ ~ACING COLUMN HEIGHT BEAM
SPAN
W'H 110 .120 130 110-135 HPH 110 120 130 110-135
3' 33'-4' 32'-0' 30'-8' 3.6' -0' 3' 37' -2' 35' -8', 34'-2' 40'-0'
4' 30'-4' 29'-0' 28'-8' 34'-3' 4' 34'-4' 32'-10' 31'-4' 38'-0'
5' 28"- 27' -0' 25' -8' 32'-5' 5' 31' -10' 30'-4' 28'-10' 36'-0'
6' 26'-8' 25'-4' 24' -8' 3D' -7' 6' 29'-8' 128',..2' 26'-8' 34'...:0'
7' 25'-E' 23'-10' E2'-6' E8' -9' 7' 27' -11' 126' -5' 24' -11' 32' -0'
8' E3'-10' 2E'-6' 21':"'E' 27' -1' 8' E6' -5' 124'-11' 23' -5' 3D' -0'
9' 2E'-8' 21'-4' EO'-O' 25' -7' 9' E5' -1' E3' -7' 22'-1' 28' -5'
10' El'-8' EO' -4' 1 9' -0' E4'-4' 10' 23' -10' 22'-4' EO'-10' 27' --a'
9" 10"
J/ 2' X 9' X . 072 X , 310 S. /1, B, J 7/ 2' X 10' X . 092 X . 389 S, H. B. ,J
,31.Q.. I-- .3&l!.,. I-
~ SX=6. 77 1012 j SX=8. 53 1092
t. 10' S. M. B. I
2' x 9' S, 'M. B, 2' X
~ACIMi COLUMN HEIGHT -~~~~ 'PAWl. COLUMN HEIGHT '~~~M
tiN
HPH 110 lED 130 1 [lJ-135 HPH 110 lEO 130 110-135
3' 39'-E' 37' -6' 35'-10 4E'-0' 3' 45'-6' 43'-6' 41'-6' 48'-6'
4' 36'-10' 35'-2' 33'-6' 39'-8' 4' 42'-8' 40'-8' 38'-8' 45' -2'
5' 34' -7' 3E' -11 31'-3' 37'-10' 5' 40'-0' 38'-0' 36'-0' 4E'-6'
6' 3E'-5' 30' -9' 29'-1' 36'-1' 6' 37' -6' 1.'?5' -6' 33'-6' 40'-4'
7' 30'-3' 28' -7' ;:6' -11 34'-6' 7' 35'-2' 33'-;:' 31' -2' 38'-6'
8' E8'-6' 26'-10 E5'-2' 33'-0' 8' 33' -;:' 31'-2' 29' -;:' 36'-10'
9' 27'-0' 25'-4' 23'-8' 31'-6' 9' 31'-6' 29'-6' E7' -6' 35'-2'
10' E5'-8' 24'-0' 2;:'-4' 30'-0' 10' 30' -0' 2R'-0' 26'-0' 33'-6'
DESIGN LOADING
COLUMNS' 110 MPH - 11 PSF
120 MPH - 14 PSF
130 MPH - 16 PSF
135 MPH - 17 PSF
BEAMS' 110-135 MPH - 10 PSF
TYP fCAL ALUMINUM COLUMN & BEAM DETAILS THESE STRUCTURES DESIGNED WI~
ONLY THE 2004 FlORIDA BLDG. CODE .
TABL~S FOR SCREEN ROOMS & ROOFS &: CHAP, 6 OF ASCE 7 FOR 110- 35 MPH WIND
Vf:LOCITY (.3 SEC. GUST) EXPOSURE 8,
NOTD J> BEAM SPANS HAY BE INCREASED 20Y. IIHEN CONTINUOUS OVER VOID AFTFR 2-1-07 Iw=.77
INTERIOR COLUMN SUPPORT DA VlD NORRIS ENGINEERING
2> ALL BEAM SPANS ASSUME LATERAL PURLINS (2'x2') e 90' FRAMED
ACROSS ROOF e EACH POST IN SCREENED SIDE IIAL(..S 112 COLEMAN RD.
3> VALUF:S MAY BE INTERPOLATF:D FOR INTERMEDIATE LENGTHS OR SPACINGS WINTER HA Vf:N, FL. 33880 Pg. l-C
OR II IND REG IONS, (863) 299-1048 P.E. .32186
L
W,RIES
L
L-3Xh
2 X _ 5.1.1.6.
2 X __ SLOTTED OVER 2 X ---
OP T/ ON
N. T.S.
1 DETAIL
B~AM
SPLICE DETAILS
'2 X 2'5 BUTTED TOGETHER
OPT/ON 3 DETAIL (EXTERNAL GUSSET)
N. T.S.
I' Xc' TOP PLA TE:
110 X 2' S.M.S,
INTO SCREW 80SS
2X_POST
c' Xc' CHAIRRAIL
I' Xc' BOTTOM PLA TE
"
2 X _ 5.1.1.6.
2 X _'5 BUTTED TOGETHER
OP T/ON 2 DETAIL (INTERNAL 'GUSSET)
N. T.S.
Fastner Schedule I- x 3/4" 1EKS - TOTN. REQ'D;tA. SlDEjBE).1I
Beam Size (S.M.S. OP7ION 1 OP7ION 2~3
#10 112 #14 110 112 #14
.2 X 4 8 6' 5 16 12 10
2'X 6 12 9 7 24 18 14
2X7 16 12 9 32 24 18
2X8 20 15 12 40 30 24
2X9 24 18 14 4B 36 28
2 X 9X.310 28 21 17 56 42 34
2 X 10 32 24 19 64 4B 38
NO TE:
GUSSET MA TERIAL && MIN.
THICKNESS SAME AS S.M.B.
FASTENERS STAGGERED
AND EVENL Y SPACED.
TOP PLA TE
-:
(TYP.) I' X I' X 2'
ANGLE CLIPS EACH
SIDE OF POST /1/ (4)
'8 X 1/c' S. M. S. OR
{ 2 1/8' (DASHED)
OPT raNAL
[ 2 1'/8' X 2'
IN LIEU OF
(2) L I' X I' X 2'
2 X 3- POST
c;Xc' CHAIRRAIL
1 ' Xc' BOTTOM PLA TE
'4.,
. 1i4" X 2 1/2'
,...,. .'.. CONC. A,8.
024" O.C,
...
"...
," ....
. 1/4' X 2 1/4' .....
. ' .. T-80LTS 024' O.c.
POST TO D~CK
N. T.S.
, ..
3'x3' ALUM. POST
10'x1'x1/8' ;;3 1/2'x1/4'- THRU BOLT
ALUM. FLATBAR APPROX. 4' ON POST
STRAP
E 3' ALUM. CAs,nNG w/ 2-3 1/z'x1/4"-
~ THRU BOLTS AND 2-1/4'_xZ 1/Z'
00
~ 4' 3000 p,S.I. CONe. SLAB
1/4'_x2 1/Z"
TAPCON
o 0
FoonNG
THESE STRUCTURES DESIGNED ~
THE 2004 FLORIDA BLDG. COD
&: CHAP. 6 OF ASCE 7 FOR 1.3 PH WIND
VELOCITY (.3 SEC. GUST) EXPOSURE A-D.
VOID AFTER z~1-07'
DAVID NORRIS ENGINEERING
112 COLEMAN RD.
WINTER HA VEN, FL .3.3880
(86.3) z99-1048 P.E. .32186
POST BASE W/ STRAP A TTACHMENT DETAIL
N.T.S.
Pg. 1-E
BEAM TO POST CONNECTIONS
ZW x 3 TOP PLATE
w/ (2) #10 S.M.S.
(OR ~QUIV.)
2 X _ TOP PLATE
w/ (2) 110 S.M.S.
2 X 'J- S.M.B.
NOTCH~D 2w X _ S,M.B.
TeLESCOPED O\IER ZW X _ POST
AND seCURED W/110 X 3/4" TeKS
o 3/4w O.c. STAGGERED ON EA. SIDE
tJD1E; S.U.B. USED AS POST MA Y
TELESCOPE O\IER S.U.B. USED AS
BEAU
[ " '/2" X 2 '/B" X .050" ~EIVING
CHANNEL SECURED TO 2" X ,,:l- POST
wi ,'0 X '3/4" lEKS 0 ," O.C. ,
STAGGERED AND SECURED TO BEAM wi
"0 X '3/4" lEKS 0 ," O.C. , STAGGERED,
EACH SlOE.
(OP1l0NAL) (2) L 2" X 2" X .050" MAY BE USED
IN UEU OF RECEIVING CHANNEL
OPTION 1 DETAIL
N. T.S.
OPTION 2 DETAIL
N. T.S.
NOTCH' 2 X_S.U.B. TO
OVERLAP 2 X--pOST
2 X 3 INTCRNALL Y
SCRE~ W/ 2w X 110,
((4) / COL)
110 X 3/4w (I 3/4w
O.C., STAGGERED ON
~A. SIDE.
#10 X 3/4" (I 3/4"
O.C., STAGGERED ON
EA. SIDE.
2X 2 X .04Qw
1 X 2 TOP PLATE
110 X 2" INTO 2wX2w
(I 24" O.C. (UAX.)
Z X 4 (MIN.)
POST
2 X 4 (MIN.) S.U.B.
NOTCHED' TO RECEIVE
ROOF BEAU.
2 X _ S.M.B.
OPTION 4 DETAIL
N. T.S.
OPTION 3 DETAIL
N.T.S.
CONNECT [ CHANNa TO FASCIA
wi #'0 X 1 '/2" S,M.S. 0 ," O.C. STAGGERED
[ , '/2" X 2 '/B" X .050" RECEIVING
CHANNa wi #'0 x 3/4" TEKS, 0 ," O.C.,
STAGGERED ON BO'TH SIDES.
NOTE:
MIN. 1 1/2" FASCIA 'THICKNESS, SECURED TO
END OF TRUSSES wi (2) #'0 X '3" S.M.S.
THESE STRUCTURES DESIGNED WlW/J
, THE 2004 FLORIDA BLDG. CODE r.~
& CHAP. 6 OF ASCE 7 FOR 135 MPH WIND
VELOCITY (3 SEC. GUST) EXPOSURE A-D.
VOID AF7CR 2-1-07
DA VlD NORRIS ENGINEERING -
112 COLEMAN RD.
WINTER HA VEN, FL. 33880
(863) 299-1048 P.E. 32186
Pg.
1-F
BEAM
TO FASCIA
CO,NNECTION
N. T.S.
SUPER GUTTER CONNECnONS
[ 1 1/2" X 2 1/6" X .050" SECURED TO GUTTER
w/ 110 X 3/4" lEKS. 01" O.C. STAGGERED P.T. LUMBER BLOCKING (CONT.)
AND TO BEAM W/ #10 X 3/4"
TEKS. 0 1" O,C. (STAGGERED ON EA. SIDE) IF REO'D.
(2) pOX3" SCREWS 0 EA. RAFTER (TYP.)
(PRE-DRILL TO ENSURE HITTING RAFTER TAIL)
2" 'r'IIDE X .050" EXTRUDED STRAP" EA. BEAM CONNEcnON
w/ 1/4"_ X 2" LAG SCREW THi?U STRAP INTO FASCIA.
(2) 110 X 3/4" TEKS
S.M.B. & GUTTER CONNECTION
OP T/ON 1 DETAIL
OpTIONAL STRAP CONNEcnON
.040" X 1 1/2" STRAP
o EA. ALUM. RAFTER gj,.
'(2) 110X3" SCREWS (I EA. RAFTER
TO ENSURE HITTING RAFTER TAIL)
2" 'r'IIDE X .050" EXTRUDED
STRAP 0 EA. BEAM
CONNECl1ON w/ /14" X 2"
LAG SCREW THRU STRAP INTO
FASCIA w/ (2) 170 x 3/4"
TEKS INTO SUPER GUTTER
110 X 3" " 24" O.c. (MAX.)
\ (2) 110 X '/4" 7EKS
\
o FURRING (I
E'A. RAFTER IF NEEDED
S.M.B. & GUTTER CONNECTION
OPT/ON 3 DETAIL
ALL DETAILS SAME AS OP110N 1 EXCEPT AS SHOWN
S.M.B. & GUTTER CONNECTION
OPTION 2 DETAIL
ALL DETAILS SAME AS OPTION 1 EXCEPT AS SHOWN
PAN/GUTTER/BEAM DETAILS (ALL DETAILS SAME EXCEPT AS SHOWN)
C 1 1/2" X 2 1/8" X .050" SECURED TO SUPER GUTTER
w/ 110 X 3/4" lEKS. 0 1" O.c., STAGGERED
AND SECURED TO 2 X _ S.M.B. w/ 110 X 3/4"
TEKS. 0 1" O,C. STAGGERED (ON EA. SIDE OF S.M.8.)
1/16" X 1" X 1" ANGLE (I 4' O.C.(MAX.) AND
(I EA. BEAM w/ (2) 110 X 3/4" TeKS " EA. END.
" f .
J" ALUM. PAN W/ll0 X J/4" S.M.S. 0 5" O.C.
OR ruTe PANELS W/110 S.M.S. X LENGTH
0" LONGER THAN PANEL THK'NESS) 0 12" O.C.
3" X J" COLUMN
J" X J" COLUMN
SECURE SUPER GUTTER,
S.M.B., 4c J" COL. w/
(2) 1/4"- THRU BOLTS
SUPIiB, GUTTER SECURm TO
2 X .L S.M.B. w/ 110 X J/4"
TEKS 6" O.C. STAGGERED
C 1 1/2" X 2 1/6" X .050" SECURED TO 2 X n.M.B.
w/ #10 X 3/4" TEKS. 0 1" o.C., STAGGERED
AND SECURED TO ROOF BEAM w/ *'0 X 3/4"
TEKS. 0 1" O.C. (STAGGERED ON EA. SIDE.)
NOTE: WHEN REC. CHANNEL AUGNS w/ COL, CONNECT
w/ (2) 1/4"9 TIiRU BOLTS .Ie EUMINATE *'0 X 3/4", TEKS
THESE STRUCTURES DESIGNED 'r'II~
THE 2004 FLORIDA BLDG. CODE .. I
Be CHAP. 6 OF ASCE 7 FOR 110- J5 MPH
WIND VELOCITY (3 SEC. GUST) EXPOSURE A-D,
VOID AF7CR 2-1-07
~ TO CALCULA Te ALLOWABLE BEAM SPAN FOR THIS APPLlCA nON USE 50% OF PAN SPAN PLUS
J5% OF CAGE SPAN (REFER TO CENTeR BEAM SPAN CHART ON Pg. l-B OF ENGINEERING)
DA V/D NORRIS ENGINEERING
112 COLEMAN RD.
'r'IINTER HA VEN, FL. 33880
(863) 299-1048 P.E. 32186
Pg. 3-E
SECURE ALUM. PANS
wi (4) /10 S.M.S,jPAN
(TYP. 0 EA. END)
SI.Ope:
",11'l.
1/4' /rI.
ROOF ATTACHMENT
(SEE NOTES BELOW)
SECURE ALUMINUM PANS TO TOP PLA TE
OF END WALL (AND END WALL VERTICAL
TO HOST STRUCTURE) wi #10 X 2~ S.M.S.
o 24~ O.C.
3~ STRUCTURAL ALUM.
ROOF SYSTEM (TYP.)
2~x--- BEAM
ATTACHED 0 T&B W/ CAPRI CLIP
OR CASTLE CUP (SEE NOTES BELOW)
POST (SEE CHARTS)
MAX. 6'-0~ SPACING
2~x2" PURLlN (OPTIONAL - I" X 2~ PURLlN)
ALUMINUM OR
'v1NYL KICKPLA TE
1~ X _~ OPENBACK ~
[ I" X 2 1/8" REC.
1/4~ DIA. CONC. 'A.B. 0 24~ O.C. (MAX)
(1) A.B. 0 EA. POST (2" MIN. EMBED. - TYPo)
OR 1/4~_ X 2 1/4" TAPCON
i "'. :'.', . .. ..,' .' '"
. .""" ~,'" :", ~::..~ ",', f",O.R WOOD DECK
.- '~.. ':".;," , (SEE NOTE f3ELOW)
~. ',...' . .
\ 8" \ EW OR EXISTING
. 4 ~ 2500 PSI CONC. SLAB
w/MONO. FOOTER (TYP.)
1-/5 CONT (TYP.)
SCREEN ROOM DETAIL *
* FOR WOOD DECK: USE #10 SCREW
X 3" LG. (THRU WOOD DECK INTO
BEAM OR HEADER) ~ 24" O.C. MAX.)
USE (2) #10 X 3" (J EA. POST
CLIP A TTACHMENT NOTES
CAPRI CLIP:
USE (2) L 1" X 1" X .060" wi (2)
#10 X 3/4" TEKS INTO EA. FACE
OR ' '
CASTLE CUP:
L 1 1/2" X 2 1/8" X .050" REG. CHANNEL
w/ (4) #10 X 3/4" TEKS INTO BEAM OR OPEN BACK
& (2) #10 X 3/4" TEKS INTO EA. SIDE OF COL.
QB
INTERNAL CUP:
USE [ 1 1/2" X 3/4" X 1 1/2 "L G. X .044"
W/ (2) 1/4"~ X 2 1/4" TAPCONS
& (2) #10 X 3/4" TEKS THRU COL.
INTO EA. SIDE OF CUP.
GENERAL NOTES
J~ STRUCTURAL ALUM.
Rage., SYSTEM
2~x -I-S.M. BEAM (SEE CHARTS)
(2) 1/4" OIA.x 3 112~ THRU
BOL TS
3 1/8" X 1 1/2~ X 1/8" [ BASE wi (2)
1/4~ DIA. TAPCONS OR EQUIV.jPOST wi
(2) 1/4" OIA. x 3 1/2" THRU BOLTS
_ TOP OR SIDE MOUNT ALLO~O-
ALUM. BASE INSERT
W/ (2) 1/4~ DIA. X 2 114" TAPCONS
(2" MIN.-EMBED. TYP.) SECURE ALUM.
COL w/ (2) 1/4~ DIA. THRU BOL TS
':T:~~~~~;"> ~': : :.! '., :~~ OR D7STlNG
4" 2500 PSI CONe. SLAB
(SEE PAGE 3-C)
CARPORT / OPEN PA no
DETAIL w/ ROOF ATTACHMENT
N. T.S.
ROOF A TTACHMENT NOTES
NOTE: SEE FOURTH - WALL SUPPORT DETAIL. Iw=.77
OR AL TERNA TE DETAILS FOR A TTACHING ALUM.
STRUCTURES. Iw= 1.0
[ RECEIVING FASTENER TO BE DETERMINED
BASED ON CONSTRUCTION
OF HOST STRUCTURE
#10 S.M.S. X 1 1/2" (J 8n
O.C. INTO WOOD
QB
(2) #10xl 1/2" @ 16" O.C. INTO WALL SlUDS
QB
(2) #1D X J" @ 24" D.C. THRU
3/4" (MIN.) FASCIA INTO TRUSS OR
RAFTER TAILS *
QB
1/4"~ TAPCONS @ 8" O.C. STAGGERED INTO CONC.
W/ #10 S.M.S. THRU REC. HEADER (EXTRUDED HEADER
USED AGAINST MASONRY) INTO PAN BOTTOM.
J::1QIE;.. 1 1/4" MIN. EMBEDMENT INTO CONC.
1 1/2" MIN. EMBEDMENT INTO WOOD
* REPLACE ALL DETERIORA TlNG
WOOD; w/ FASCIA SECURED
TO RAFTER (TRUSS) TAILS
1, 1/4"~ CONC. A.B. INCLUDES:
A. 1/4"~ x 1 1/4" DRIVE NAIL ANCHOR (EQUAL TO: WEJ-IT # DN1411).
THESE STRUCTURES DESIGNED WI~
THE 2004 FLORIDA BLDG, CODE
& CHAP, 6 OF ASCE 7 FOR 110- MPH WIN.
VELOCITY (3 SEC. GUST) EXPOSURE B.
VOID AFTER 2-1-07 Iw=.77
DA VlD NORRIS ENGINEERING
112 COLEMAN RD.
WINTER HAVEN, FL. 33880 P 2 B
(863) 299-1048 P.E. 32186 g. -
Pg.
NOTE: STRUCTURES DETAILED IN THESE PLANS WERE DESIGNED WITH
THE 2004 FLORIDA BLDG. CODE & CHAP. 6 OF ASCE 7 FOR 110 up to 135 Iv
(3SEC. GUST) (DEFLECTION = 1/80 MAX) REVISED 10/1/2005
(OPT.) 6' STEP FASCIA W/ 1110 X 5/8'
! 12' O. C. DR
Z' X 2' X O. 040
STIFFrNrR
NOTE' FOR OUTSIDE: SPANS>
USE 2' x3', (VERT, )
DR 6' STEP F:ASCIA
HEAD
ROOF PAN
l' XI' X 2' X 0, 060'
ANGLE CLIP W/ (i?)
, #10 X 5/8' II, HEAD
SHS. EACH WA Y.
TYP, S~CTION D~TAILS
N, T, S.
~nI (SE( f'(j. 2-f'
ALUH. '-"'~. f(R /lAX. SPIrCIfKj)
( 1) _ 1/4' DIA, X 2 1/4' CaNC, A. B,
DR TAPCON . 24' a. C.
NOTE'
AT CORNERS USE (1) 1/4' DIA.
X 2 1/4' EA. DIR. !
-f' (HA((.) FROH CORNER.
l' X l' X 1/16' X 2'
/ALUH. CLIP. W/ (2) .1Os
X 1/2' TEX SCREWS IN
EA. DIRECTION
'--1 X 2 ALUH.
BASE PLATE
<i .
. "
.. .'0
:' ~. :.d ~ ~ : ~"
:.. .
'.', :.: ,-: ~ ~;
, .. .:
#' ,
.:.. .. t' .01
BAS~ PLAT~ CONN~CTIONS
(SCREEN RODHS) No T. S.
2 X'}ru-UM BE:AH
X 3 ALUM. CO/-.
NOTE:' THE: BE:LOII DE:SIGNS "ILL CARRY A COHTRIBUTARY
LONJ OF 150 S. F. _ NE:" 8' X 8' FTG. (100 S. F. - E:XIST. 4' SLAB)
ALUM. BASE: INSf:RT '1/ (2) 1/4' DII\. X 2 1/2' TAPCONS
& (2) 1/4' DIA. THRU BOLTS
QB
2' X 2' X 1/8' ALUH. ANGLE: 11/ (2) 1/4' DII\. X 2 1/4' TAPCON ON
(.!l2 SIDE:S OF COLUMN ,,/ (2) 1/4' DIA. THRU BOL 1$
!1B
3 1/8' X 1 1/2' X 1/8' RE:CE:VING CHANNEJ..
'1/ (2) 1/4' DIA. X e 1/4' TAPCQNS & (2) 1/4'~ THRU BOLTS
DB
ALL OF T~ ABOVE: Hit Y BE: CQNNE:CrrD TO IIOC1D HE:ADER
BY SUBSTITUtING (4) '10 S. H. S, (2' HIN. E:HBEJ)) FOR TItPCQNS.
, :--,;-:' , .,~.: :: '.;,' ,~:. ,"..;, '::-' ..'.'. :,~.,
.. r'" '".1 ;,., ....... \.',~":" 3 l/e'
:-~,;/::::",~\~ ;;,~\.~~'~,~'./~.'.:<:" (MIN, )
EXISTING 4' CONe. SLAB W/ NO C ACKS W!THIN 3D' or POST
!JB. NEil THK' ND 8' X 8' HONO FOOTING W/ ([) .5 CaNT.
OR WOOD DECK W/ DBLo 2 X 6 OlIN. > PERIMETER HEADER
POST CONN~CTIONS
(CARPORTS / OPEN PATIO)
No T. S.
~,
SEE DETAIL BELOW
,IIHEN HDST STRUCTURE IS HASONARY
It lOX 5/8' W. HEAD SHS
THRU RDOF PAN, RISER ON
12' CENTeR INTO STIFFENER
A T EACH END OF Roar,
2' X 2' POST SH11I/N
4-.10 X l' S. II. S.
PE:R POST INTO
INTE:RIOR sCRf:I/ SPLI/oCS
J' X 2' OPE:H BlICK
saTTOH FlIt TE:
. . ." .', II' .. .
J) I/4'~ X 2 1/.'
caNe. It. B. OR TAPCON
@ 2.' a. e.
ICKPLAT~ DR CABANA SKIN (HIN. 0,019')
ATTACHED W/ pap RIVETS OR .10 X 1/2'
S. H, S, I! 16' C, C. .
[E:XTRU1JE:l/ HE:A~ 11/ 1/4"
X 2 1/4' TAPCCJNS It 8'
a. c. STAGGERED '
, 1> #10 X 5/8' S. H. S
TOP OF E:A. RISf:R
~
~
(,)
~
VI
....
~
:...
.~
~
~
MASONRY / H~AD~R
A TTACHM~NT D~TAIL
N, T. S.
~
THESE STRUCTURES DESIGNED I'tf~
THE 2004 FLORIDA BLDG. CODE .
&& CHAP. 6 OF ASCE 7 FOR 110- 5 MPH ~
VELOCITY (3 SEC. GUST) EXPOSURE A-D.
VOID AFTrR 2-1-07
DA VlD NORRIS ENGINEERING
112 COLEMAN RD.
I'tfNTER HAVEN, FL. 33880
(863) 299-1048 P.E. 32186
2-
STANDARD COMPOSITE'ROOF PANELS
STANDARD COMPOSITE: ROOF PANELS X 48" WIDTH
(DEFLECnON = 1/80 MAX,) MAX. ALLOWABLE SPANS
pA/mAll.Y ENaUBJ/fHJ ENCLOSED
" ~ EQUAL " ~ EQUAL
'/JEPTH 1H/CXNE5S '1) SPAll 'ANS (1) SPAN 'ANS
WlNn RP, nN
3" .024" 11'-5" 12'-9" 10'-9 12'-0"
.030" 13'-5 15'-1" 12'-9' 14'-3"
4" .024" 13'-2' 14'-9" 12'-5 13'-11"
.030" 15'-2' 15'-11" 14'-4 /6'-1"
IAl1ND . RFI ION
3" .024" 10'-4 /1'-7" 9'-11" 11'-1"
.030" 12'-3' 13'.-8" 11'-9" /3'-1"
4" .024" 11'-11 13'-4" 11'-5" 12'-9"
.030" 13'-IC " 15'-5" 13'-2' 14'-9"
'>:rUlO/... WlNn RFr./ (W
.024" 9'-8" 10'-g" 9'-2" 10'-J"
J" .OJO" il'-5" 12'-9" 10'-IC " 12'-2"
.024" 11'-2" 12'-5" 10'-7' 11'-10"
4" .OJO" 12'-10 " 14'-4" 12'-J' 13'-8"
. UANn RFr.ION
J" .024" 9'-4" 10'-5" g'-O" 10'-1"
.030" 11'-0" 12'-4" 10'-8' 12'-0"
.024" 10'-9' 12'-0" 10'-5 11'-8"
4" .OJO" 12'-5 13'-10" 12'-0 lJ'-6"
ROOF A TTACHMENT DETAIL
-
FASTENER TO BE DETERMINED
HOST STRUCTURE
#10 S.M.S. X 1 1/2" @ 8"
0, C. INTO WOOD
QB.
(2) #10 <rP 15" O.C. INTO WALL STUDS
QB.
(2) #10 X 2" <rP 24" O.C. THRU
3/4" (MIN.) FASCIA INTO TRUSS OR
RAFTER TAILS *
QB.
1/4"16 TAPCONS <rP 8" O.G:: STAGGERED INTO CONC.
W/ #10 S.M.S. THRU REC. HEADER INTO PANEL BOTTOM
!iQ.K;.. 1 1/4" MIN. EMBEDMENT INTO CONC.
1 1/2" MIN. EMBEDMENT INTO WOOD
* REPLACE ALL DETERIORA TING
WOOD; W/ FASCIA SECURED
TO RAFTER (TRUSS) TAILS
#10 SMS (OR 1/4" LAG)
W/l" 16 (MIN.) WASHER" 12" O.C.
(1 1/2" MIN. EMBED IN WOOD)
MIN. SLOPE: 1/4"/FT.
.......
ROOF PANELS
[3" OR 4", OR
3"/4" RECEIVER
GUTTER \
I
,
I
, I
L #1;;;/~" @
12" O.C. TOP
AND BO TTOM
WOOD OR
ALUM.
. ~ ::'
NOTE.
1, MAX, PANEL SPAN HAY BE INCREASED
6' FOR EA. l' OF O. H.
(HEASURED TO OUTSIDE OF GUTTER)
2, PANELS HAY OVERHANG 1/4 OF SIHPLE SPAN
(UP TO 4' MAX) "
3. SPANS MAY BE INCREASED l' -0' IF'
OUTSIDE EDGE SUPPORT ([3' OR [4') IS USED
ON BOTH END PANELS
OPTIONAL #10
(UNDER OVERHANG)
#10 @ 6" O.C.
STAGGERED
#1 S.M.S. \
@ 12" O.C.
TOP &' BOT.
RIDGE BEAM DETAIL
N. T.S.
L (TYP.)
. REC. HEADER
EXTRUDED
THESE STRUCTURES DESIGNED ~
THE 2004 FLORIDA BLDG. CODE ~
&' CHAP. 6 OF ASCE 7 FOR 110-135 MPH WIND
VELOCITY (3 SEC. GUST) EXPOSURE 8.
VOID AFTE:R 2-1-07
DA V1D NORRIS ENGINEERING
112 COLEMAN RD,
WlNTE:R HA VEN, FL. 33880
(853) 299-1048 P,E. 32186
Pg. 4-0