HomeMy WebLinkAbout05-4228
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT SINGLE FAMILY RESIDENTIAL
4228
Permit Number: 4228 Issued: 5/16/2005
Permit Type: ALUMINUM
Class of Work: SCREEN ENCLOSURE
Proposed Use: NOT APPLICABLE
Sq. Feet: Est. Value:
Cost: 5,750.00 Total Fees: 90.00
Amount Paid: 90.00 Date Paid: 5/16/2005
Address: 5422 23RD ST
ZEPHYRHILLS, FL.
Township: Range:
Lot(s): Block: Section:
Book: Page:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: 12-26-21-0040-00500-0020
Name: KEITH REEVES CONSTRU
Addr: 7117 ASH ST
ZEPHYRHILLS,FL. 33541
Phone: Lic:
Work Desc: POOL ENCLOSURE
GEOHAGAN, LARRY
5422 23RD ST
ZEPHYRHILLS, FL. 33542
Phone:
'~
J ,pr1 --
. 11,;O~
b~
FRAME
ELECTRICAL ROUGH
1 ST ROUGH PLUMB
FINAL
REINSPECTlON FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Thirty-Five Dollars ($35.00) 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
"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. n
NO OCCUPANCY BEFORE C.O.
/~cX /~ ~
CONTRACTORS SIGNATURE PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
CITY OF ZJ:!;.I:'t1:1~n.J..-1.u"''''' ... ...-----
BUILDING DEPARTMENT 5335 8TH st, ZephyrhillS, FL 33542
613-760-0020 FAX: 813-780-0021
DATE RECEIVED
5-5,0')
OSIGN
[JADDITION
o MOVE
[JALTERATION
[J DEMOLISH
[J REPAIR
[] INSTALL
WORK PROPSED: [JNEW CONSTRUCTION
PROPOSED USE: [JSGL FAMILY DWELLING
o COMMERCIAL
OMULTI-FAMILY
[] INDUSTRIAL
O. OF UNITS
o SWIMMING POOL
o MOBILE HOlY
'OqTHER
DESCRIPTION OF WORK
c=J RESTAURANT & HEALTH DEPARTMENT AP?ROVAL
Pool.E(\Q,~O.sUr~
BUILDING SIZE
RESIDENTIAL' ATTACH (2) PLOT PLANS' 121 SETS OF BUILDING PLANS · (I) SET ENERGY FORMS.
COMMERCIAL: ATTACH (3) SETS OF BUILDING. PLANS & (1) SET ENER;&Y . . RMS.
IF SIGN PERMIT ONLY (2) SETS OF ENGINEERED PLANS REQUIRED.
PROPERTY SURVEY REQUIRED FOR ALL .NEW CONSTRUCTIO, L:ff\ ~~
. -fUr fj.5)~.
PERMITS REQUESTED
SQUARE FOOTAGE
'750 rz:L
HEIGHT
$
VALUATION OF MECHANCIAL INSTALLA
//
/
(w.R.E.c.')~
IoA~
pi BUILDING
[J ELECTRICAL
[J PLUMBING
[] MECHANICAL
$S75[). DU
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE
o Progress Energy []
o GAS
o ROOFING
o SPECIALTY
[] OTHER
TYPE OF CONSTRUCTION: [] BLOCK
[J FRAME
[J STEEL
[J OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREA[] YES [] NO
BUILDER
SIGNATURE ~~ ~..
COMPANY ke.. d--h 1<~1> UeJ ConsJ L r.r-.Q.
STATE CERT OR REGIST . CflQ.()I../~ 4 q R'
******************************************************************
COMPANY
ELECTRICIAN
SIGNATURE
STATE CERT OR REGIST #
***************************************************'"**************
COMPANY
PLUMBER
STATE CERT OR REGIST #
SIGNATURE
******************************************************************
COMPANY
MECHANICAL
STATE CERT OR REG 1ST #
SIGNATURE
*****************************************************************
OTHER
COMPANY
SIGNATURE
STATE CERT OR REGIST #
A. NOTIGE OF DEED RESTRICTIONS
Th~ undersigned understands that this permit may be subject to "deed restrictions" which
may be more restrictive than city regulations. The undersigned assumes responsibility' for
compliance with any appiicable deed restrictions.
B. 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 dwner or intended contractor are uncertain as to what
licensing requirements may apply for the intended work, they are advised to contact the
City of Zephyrhills Building Department, 813-780-0020.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign portions of the "Contractor Sections" of this application for which they
will be responsible. If you, as the owner signs as the contractor, ydu are indicating that
you, rather than the contractor, are responsible for the work, .If the contractor wishes
you to sign as contractor that may be an indica~ion that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C.' TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, haye been provided with a copy 'of "Florida's Construction
lien Law - Homeowner's.Protection Guide" prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the "owner", I cerify 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. 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.
Appli~ation 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 psrformed to meet standards of all laws regulating,construction, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governmental 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 Regulation-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 bf Engineers-Seawalls, Docks, Navigable Waterways.
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells;
Wastewater Treatment, Septic Tanks
*U.S. Environmental Protection Agency-Asbestos abatement .
I also certify that, .if fill material is to be used in :lood Zone" "A': or "A, etc: ", lt i?
understood that a drainage plan addressing a "compensat1ng volume w111 be subm1tted wh~ch
is prepared by a professional engineer registered in the State of Florida prior to perm1t
issuance. '
A permit issued shall.be construed to be a license to proc7e~ with the work a~d not as
authority to violate, cancel, alter, or set aside any prov1s10ns of the techn1~al.codes,
nor shall issuance of a permit prevent the Building Official from thereafter requ1ring a
correction of errors in plans, construction, or violations of any code. Every permi~ .
issued shall become invalid unless the work authorized by. such pe~it is commenced w1th1n,
six months of issuance, or if work authorized by the perm1t is suspended or a?andOnedifora
eriod of six months after the titne,the work is commenced. One 90 day extens10n of t me
~a be allowed for the permit with fee charge of $15.00. The extension shall be requeste~
inYwriting to 'the Building Official. An approved inspection must be logged during each S1X
:~~~N~e~~o~~N~~.th~o~~o~:~iu~l~ob~~~~~i~e~~~I~~a~~o~~~ENCEMENT ,MAY RESULT IN YOUR T
PAYING TWICE FOR' IMPROVEMENTS ~O YOUR PROPERTY'G i~u~O~o~~~:NgFT~O~~~M~~~~C~~~~ ~~~~~L
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDIN" EOF COMMENCEMENT".
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A NOTIC
SIGNATURE: CONTRACTOR
SIGNATURE: OWNER OR AGENT
acknowledged
, 20--
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me, this _day of
by
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _ day of
by
acknowledged
, 20_
(name' of person acknowledged)
[]who is personally known to me, 'or
(name of person acknowledged)
C1ho is personally known to me, or
[] who has produced
(type of identification)
and wlioO did Odid not take an oath,
o who has produced .
(type of identification)
and who Odid [}:iid not take an oath
Signature of p~rson taking acknowledgment
Signature of person taking acknowledgement
Name typed, printed or stamped
Name typed, printed or stamped
i:,
R4.
-6,
_9.
111111111111 II111 1111111111 111111111111111 1111111111 I1I1 IIII
2005087274
This Instrument Prepared By:
Name:
Address:
Permit Number:
Rcpl: 880986
OS: 0.00
05/05/05
Rec: 10.00
IT: 0.00
Dpty Clerk
i~0~~~~~d~~O fUN~~~RK
OR BI< 6354 PG
NOTICE OF COMMENCEMENT
STATE OF FLORIDA
COUNTY OF pt:):$c:'o
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,
-a:
OWNER INFORMATION ;t:I~
A. Name and address: 'dOJl.1lA A . ~ ....,.J
B. Intere~ in property: ,
C. Name and address C1f fee simple title holder (If other than owner):
SI.I22. ;>a~~. 2~
CONTRACTOR
A. Name and address:
B. Phone number:,
ICIITH REMS CONSTRUCTION INe.
7117 Ash Street . 1$1 ~ .7<60 '-<&"Io b
ZephrrhIIII. FL 33541
5.
SURETY
A. Name and address:
B. Amount of bond $
C. Phone number: ~'
LENDER . .L ~ . ~.-.+: ONA-\ ~~
A. Name ~nd address: e."",,,,,,,,,,,,,,,,,,,.,
B. Phone Number: 7 tiS ... fr 12. 2-
z.rp~~\ls f=\A..
7. Persons within the State of Florida designated by Owner upon whom notices or other documents
may be served as provided In Sect/on 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:
Expiration date of Notice of Commencement (the expiration date is 1 year from the date of
recording unless a different date Is specified):' .
, .~~ ."'\ .
Signature of Owner: ,::,\~ .1j '. ~ L.. , ' "l~
Printed Name/Address: - . .. L3. . 2-z..pr, ",,-, i:>
SEAL:
Swom to and subscribed before me by
c::::K!1own to ~~r produced
th.is. day of
r.................... ........................J
: ,.","1""..", 1 -'!is ,J. COLANDRIA Jfl
:!~m)?:,Y~!'.""'" '-,' DC0085355
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:~ . !'."; . ..,_3/2006
: ~~ ":" ~~ J :~rough
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..............~...... ......... '- ~ .................
J-~......H......t...........".."...H'
I ~'y ';"'+" . . LOUIS J, COLANORIA JR.
i!~rA~ . Commi.ss..f.on #. 000085355 !
:; . .. = En"'~'lI.I::!S/2006 !
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David Norris Engineering
Engineering and Drafting Services
Residential- Commercial Plans & Eng, - Inspections - Permitting - Specializing in Church Design
112 Coleman Road, Winter Haven, FL 33880
Phone: (863) 299-1048
(863) 291-6202
Fax: (863) 291-4305
To Whom It May Concern
RE: Approved Contractors using Norris Aluminum Engineering
The following contractors have been approved to use the attached Aluminum
Engineering by David R. Norris Engineering. All previous engineering is no
longer valid.
Please note that each 8 112" x 11" section of the engineering is imprinted with the
2001 Florida Building Code with all revisions to Chapter 1606, and each has an
expiration date of February 1 , 2007.
Please call if you have any questions.
Sincerely,
/~INEERING
;;/t- Il
avid R. Norris,P.E., P.S. & M.
FL # 32186
\
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Company
Address
City
Phone
Keith Reeves Construction, Inc.
7117 Ash Street
Zephyrhills, FL
(813) 780-8666
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NOTE:' AT ALL CORNE:RS NOT FULL Y
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IIIND BRACE: E:ACH DIRCCTlON 11/
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BY BRACC (SE:E: K-BRACE: DCTAIL ABOV[)
TYPICAL POOL ~NCLOSUR~ ~L~VATION
THESE STRUCTURES DESIGNED WITH /
THE 2001,FLORIOA 8Lf~. CODE
4c CHAP, 6 OF ASCE "-FOR 110-135 MPH
VVlNO VELOCITY (3 SEC. GUST) EXPOSURE A-B,
VOIO AFTER 2-1-07 Iw=.77
OA VlO NORRIS ENGINEERING
112 COLEMAN RO,
(VVlN TER HA VEN, FL. 33880 P g, 7 - A
863) 299-1048 P.E. 32186
-E:B f~x. 35 1j ~i
SX=. 23 ... SX=. 44 N
I 2" I " I 3" I I 3" I
c' XC' PA T [0 3' X c' PAiIO c' x 3' PA T 10
PACIN(j COLUMN HE: I GH T .~~~H PACING COLUMN HeIGHT f:f,~H ~ACIN(j COLl.!MN HE:IGHT Il~AM
PAN PAN SPAN
HPH JIO li!O 130 110-13:5 HPH 110 120 130 110-13:5 HPH JIO 120 130 110-135
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'PACINt. COLUMN HeIGHT ' . 'Ii.;jlH ''PACINfl COLUMN HEiGHT Il{AH ~ACINl COLUMN HEIGHT ~(AM
SPAN SPAN SPAN
II'H lID 120 . 130 1/0-13:5 HPH JIO lea 130 1 w- T35 HPH 110 120 130 110-135
T 14'-5' 11'-4' 51' w 11 ' 12'-11' 3' 13' -In' 12'-?' 11'-i!' 14'-6' 3' 16'-0' l'>' -Il' 15'-0' 17' -4'
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SX=I. 35 }
rOSO A
L.
2' X 5' S. M. B.
~PAciA(j COLUMN HEIGHT Ii.€.AH
SPAN
W'H 110 120 130 110-135
3' , 20' -0' 19' -4' 18'-B' ~1'-6'
4' 18'-6' 17' -8' 1 J' -0' 1 9' -10'
5' 17'-1' 16'-3' 15'-6' 18' -4.'
6' IS' -51' 14' -)0' 14'-0' 17' -0'
J' 14'-7' 13' ";8' 1 e' - 9' 15'-10'
8' 13'-8' Je' -51' 11'-10' }4' -10' DESIGN LOADING
51' 1 e' -II 12'-0' 11'-2' 14'-0' COL Ut:-fNS: 110 MPH - 11 PSF
1 eo MPH - 14 PSF
130 MPH - 16 PSF
135 MPH - 17 PSF
BEAMS: 110-135 MPH - 10 PSF
TYPICAL ALUMINUM COLUMN & B~AM D~TAILS THESE STRUCTURES DESIGNED WITH
THE 2001 FLORIDA 8LDG. CODE
TABL~S FOR SCR~~N,ROOMS & ROOFS ONL Y ~ CHAP, 6 OF ASCEJ FOR 110-135 MPH
WINO VE:LOCITY (3 S GUST) EXPOSURE B.
NOTD I) BCAM SPANS HAY BE: INCRCAseD 207. IIHCN CONTINUOUS OVCR VOID AFTER 2-1-07 Iw=,77
INTeRIOR COLUMN SUPPORT DAVID NORRIS ENGINEERING
2) ALL BCAH SPANS ASSUME: LA TCRAL PURLlNS (2' x2') e 90' FRAMCD
ACROSS ROOF e EACH POST IN SCRCCNCD SIDE: VALLS 112 COLEMAN RD.
3) VALUE:S MAY BE INTERPOLATED FOR INTERHE:DIATE: LE:NGTHS OR SPACINGS WfN TER HA VE:N. FL. 33880 Pg. 1-8
OR IIIND RE:GIONS. (863) 299-1048 P.E. 32186
.
5- 7-
.1~ '3 .1~ u 2' x 7' S. H. B. :s
I-- 2' 'x 6' S. H. B. I-
~ SX=I. 9'7 1055 :. ~.:~~: f,..., ~ SX=2. 54J062 '
t , I
2' x 6" S. M. B. 2' x 7' S. M. B.
rPACIIKJ COLU"'Ij HEIGHT 'f~~H jrPACIMi COLUMN HEIGHT I!.F;,AH
PAN SPAN
W'H JIa 1c:0 130 1/0-135 HPH 110 lea 130 110-135
3' 126'-6' 22'-6' 22'-10' ?_." -0' 3' 26' -9' 25' -8' 24' -7' 29' -0'
4' el'-S' leo' -S' 19'-S' e3' -6' 4' e4'-6' 23'-5' ;>2'-4' 27'-1'
'9' -11 ' 19' -3' J 7' - JI 22' -0' 5' 22'-6' 21'-5' 20'-4' 25'-3'
6' IS'-6' 17' -6' 1€,'-6' eO' - ' 6' 20'-lu' 19' -']' 18'-S' 23' -5'
'7' 7'-4,' 16'-5' 15'-4' ']'-3. 7' r91'-6" IS' -5' 7' -4' e l' -9'
8' '6' -4~ ':i.' -~... 14'-4 /S' -I' S' /s'- /7' -4' 16'-3' 20' -'5'
']' /5'-6' /4'-6' 13'-"';' /7' -/' ']' /7' -6' /6'-5' /5'-4' 19' -4'
10' /4'-9' 3,1 -9' 1;:l' -9' , /6' -2' /0' /6' -.fi' 15' -7' 14'-6' 18' -4'
g- ,- '.
, g-
,2~ S. H. B. 3 .2a 1/ c' x 9' x .,Olc X . cf!4 S. M. B, 3
f.- -, 2' x S'
I--
SX=4. 44 J072 SX=5. 47 1072
t I
2' x 8" S. M. B. 2'" x 9" S. M. B.,
l.;~ u ~ACIMj , CO~UHN HEIGHT ~~~~ 'PACIM. COLUMN HEIGHT ~f;~H
.~J PAN
HPH no. /ea /3U 110-135 HPH ,110 /eo 130 110-/3
3' 33'-4' 32'-0' 30' -s' 136'-0' 3' 37'-2' 35' -S' 34'-2' 40' -0'
4' 30'-4' 29'-0' 2S' -S' 34'-3' 4' 34'-4' 32' -la' 3/'-4' 38'-0'
5' 28! ' - 27' -0' 25'-8' 32'-5' 5' 3/' -la' 30'-4' 28' -/0 36'-0'
6' 26' -S' 25' -4' 24'-S' 30' -7' 6' 2']' -8' P8' -2' 26'-8' 34'-0'
7' 25'-2' 23' -/0' 22'-6' 28' -9' 7' 27' -11' 26' -5' 24'-11' 32' -0'
8' 23' -10' 22' -6~ 21'-2' 27' -/ 8' 26' -5' 24'-/1' 23'-5' 3D' -a'
9' 22''-8' 21'-4' 20' -0' 25' -7' 9' 25'-/' 23' -7' 22'-1' 28'-5'
/0' e/'-8' eO'-4' /9' -a' 24'-4' /0' 23' -la' ee'-4' eo' -/0' 27'-0'
gH 10-
"
" S 1
.31.9., - c' X '9' X . 07c X . 310 S. H. B. .3~ c' X 10' X . 09c X , 389 S. M. B.
-
SX"6. 77 1072 SX..8_ 53 ~092
J. ,
2" 9" t. B. 10" S. M. B. t
x S. 'M. 2" x
'PACING COLUMN HEIGHT '~f;~H rI'ACIN/j COLUMN HEIGHt ~~~H
PAN PAN
HPH /10 /c:u 130 /10-135 HPH /ta teo /30 110-/!5'
3' 39'-e' 37'-6' 35' -/(1' 42'-0' 3' 45' -6' 43'-6' ,41' .6' 48'-6'
'4' 36'-/0' 35' -e' 33'-6' 39' -8' ,4' 42' -8" 40'-8' 38'-8' 45' -2'
5' 34' -7' 32'-1 31'-3' 37' - ro' 5' 40' -0' 38"-0' 36'-0' 42'-6'
6' 32'-5' 30' -9' 29'-/' 36'-/' '6' , 37' -6' 35'-6' 33'-6' 40'-4'
7' 30'-3' 28' -7' 26'-/1' 34'-6' 7' 3.'" -2' 33' -2' 31' -2' 38'-6'
8' 28'-6' 26'-10 e,<<j' -2', 33' -a' 8' 33' -2' 3/'-2' 29'-2' 36' -/0'
9' e7' -0' 25' -4' 23'-8' 3/'-6' 9' 31' -6' e9' -6' 27'-6' 35' -2'
/0' 1?5' -8' 24' -a' ee' -4' 30' -a' /0' 3D' -a' 28'-0' 26' -a' 33'-6'
D~SIGN LOADING
COL UHNS: /10 MPH - IJ PSF
120 HPH - 14 PSF
130 MPH - 16 PSF
135 HPH - /1 PSF
BEAMS: 1 JO,..l35 HPH - JO PSF
TYP leAL ALUMINUM COLUMN & BEAM DETAILS THESE STRUC:TURESDESIGNED WITH
THE 2001 FLORIDA BLDG. CODE
TABL~S FOR SCREeN ROOMS & ROOFS ONLY & CHAP. 6, OF ASCE 7 FOR 110-135 MPH K
VE:LOCITY (3 SEC.~UST) EXPOSURE 8,
Narc: J) B~AH SPANS HAY B~ INCR~AS~D 20X IIH~N CONTINUOUS OVE:R VOID AFTER 2-1-0 Iw...77
1 N T~R /DR COLUMN SUPPOR T ' OA VlO NORRIS CNGINEERING
2) ALL B~AH SPANS ASSUHf LA T~RAL PURL INS (2'112') 11 90' FRAH~D
ACROSS ROOF 11 ~ACH POST- IN SCR~~NCD SID~ WALLS 112 COLEMAN RD.
3) VALU~S HAY B~ INT~RPOLAT~D FOR INT~RH~DIAT~ L~NGTHS OR SPACINGS WINTER HA VCN, FL. 33880 Pg. 7-1
OR WIND R~GJONS. (863) 299-1048 P,c. 32186
BEAM SPLICE DETAILS
I
L
VARIES.
2 X ___ SLOTTED OVER 2 X __
OPT/ON 1 DETAIL
N. T.S,
L
L-3Xh
2 X _7.._ 's au TTED TOGETHER
~"" '"I 's Qv'TT'.o i()~En'H~
OP T/ON 3 DETAIL (EXTERNAL GUSSET)
N. T. S.
/ ' Xc' TOP PLA Tr
"0 X 2" 5.M.s.,
INTO SCREW 8055
2 X ____ POST'
c' Xc' CHAlRRAlL
"0 X 2' S.M.S.
INTO SCREW 8055
/' Xc' BOTTOH PLATE
...
. ' . . 1/4" X 2 1/4"
.... .." T-BOLTS 024" O.C.
..
'."
. ..
..
"-:
L
L-3Xh
.....
2 X ___ 's au TTED TOGETHER
OPT/ON 2 DETAIL (INTERNAL GUSSET)
N. T.S.
FOlltner Sch<<lule l- II J/4 mcs - TOTAL REO'OjrA. SlOE/BEAIi
8f/om Size (S.M.B. ~.'OP'(1ON 1 OPTION 2tkJ
"0 "2 114 110 "2 "4
2X4 8 6 5 16 12 ' 10
2X6 12 9 7 24 18 1.4
2X7 16 12 9 J2 24 18
2X8 20 IS 12 40 JO 24
2X9 24 18 14 . 48 J6 28
2 X 9X.Jl0 28 21 17 56 42 J4
2 X 10 32 24 19 64 48 J8
NO TE:
GUSSET MA TE:RIAL & MIN,
THICKNESS SAME AS S.M.B.
FASTENERS STAGGERED
AND EVENL Y SPACED.
TOP PLA TE:
(TYP.)
6"
'1
(TYP.) /' X /' X c'
ANGLE CLIPS EACH
SIDE: OF POST 11/
(4) '118 X //2' S. H. S.
3
2 X ____ POST
c-X2' CHAIRRAIL
J ' X2' BOTTOH, PLA TE:
'."
. ..
. 1/4" X 2 1/2'
. . 4 CONe, AB.
o 24" O.C.
..
"-:
'4 ,
.4 ..
POST TO D~CK
N. T.S.
THESE STRUCTURES DESIGNED WITH
THE 2001 FLORIDA BLDG. CODE
de CHAP. 5 OF A_ 7 FOR /35 MPH WINO
'VELOCITY (3 SEC. GUST) EXPOSURE A-D,
VOID AFTER 2-/-07
DA VfD NORRIS ENGINEERING
1/2 COLEMAN RD.
WfN TrR HA VEN, FL. 33880 P 7 L
(863) 299-1048 P.E. 32/85 g, -c
BEAM
m POST CONNECnONS
2" X _~_ TOP PLA TE
w/ (2) "0 S,M.S,
(OR EOUIv.)
2 X ___ TOP PLA TE
W/ (2) "0 SMS.
[ 1 1/2" X 2 I/S" X .050" R~CEIVlNG
CHANNEL SECURED TO 2" X J_ POST
W/ H10 X 3/4" TEKS 0 ," O.C. ,
STAGGERED AND SECURED TO BEAM W/
HID X 3/4" TEKS tl) 1" O.C, , STAGGERED.
EACH SIDE.
(OPTIONAL) (2) L 2" X 2" X' :050" MAYBE USED
IN LIEU OF RECEIVING CHANNEL
2 X ___ S,M,B,
NOTCHED 2" X ___ S.M.B.
TELESCOPED OVER 2" X ___ POST
,: /lND SECURED W/ #/0 X 3/4" TEKS
tIP 3/4" O,c, STAGGERED ON EA. SIDE
OP T/ON 1 DETAIL
N TS.
OP T/ON 2 DETAIL
N T. S,
2 X ___ S.M.B.
NOTCH 2 X___S,M.B, TO
OVERLAP 2 X___POST
2 X 3 SPECIAL
2 X 3 INTERNALL Y
SCREWf:D w/2" X #10,
((4) / COL)
2 X ___ S.M.B.
2 X 2 X .040"
1 X 2 TOP PLA T[
"0 X 3/4" t!P 3/4"
O.C., STAGGERED ON
E A. SIDE.
#10 X 2" INTO 2"X2"
tIP 24" O. C. (MAX.)
2 X 4 (M1N.)
POST
#10 X 3/4" tIP 3/4"
D.C., STAGGERED ON
EA. SIDE.
2" (MIN.)
2" (MIN.)
OPTION 3 DETAIL
NT-5.
- 2 X 4 (MIN) S,M8.
NOTCHED TO RECEiVE
ROOF BEAM.
2 X ___ S,M.B.
OPT/ON 4 DETAIL
N. T. S.
CONNECT [ CHANNEL TO FASCIA
W/ H'O X 1 1/2" S,M.S, C ," O.C, STAGGERED
[ I 1/2" X 2 I/S" X .050" RECEIVING
CHANNEL W/ H10 X 3/4" TEKS. @ 1" O.C"
STAGGERED ON BOTH ~DES
NOTE:
MIN. 1 1/2" FASCIA THICKNESS, SECURED TO
END OF TRUSSES wi (2) Hl0 X 3" S.M.S.
BEAM
TO
FASCIA
CONNECTION
N TS.
THESE STRUCTURES DESIGNED WITH
THE 2001 FLORIDA 8~. CODE
& CHAP. 6 OF ASCE 7 FOR 135 MPH WINO
VELOCITY (3 SEC. GUST) EXPOSURE A-D.
VOID AFTER 2-1-07
DA VIO NORRIS ENGINEERING
112 COLEMAN 11'0.
WIN TER HA VEN, FL. 33880
(863) 299-I04a PE. 32/86
Pg. J-F
SUPER GUTTER CONNECTIONS
2" WIDE X ,050" EXTRUDED STRAP II EA. BEAM CONNECnON
W/ 1/4"" X 2" LAG SCREW THRU STRAP INTO FASCIA.
(2) ,'0 X 3/4" rEXS
[ 1 1/2" X 2 1/8" X .050" SECURED TO GUTTER
w/ 110 X 3/4" TEKS. 0 1" O.C. STAGGERED
AND TO,BEAM W/ 110 X 3/4"
TEKS, 0 1" O.C, (STAGGERED ON EA. SIDE)
(2) 170XJ- SCREWS "EA. RAFTF.:R (TYP.)
(PRE-DRILL TO ENSURE HITnNG RAFTF.:R TAIL)
5.M.B. & GUTTER CONNECTION
OPTION 1 DETAIL
P.T, LUMBER BLOCKING (CONT.)
IF REO'D.
/'
(2) '70X:r SCREWS 0 EA. RAFTF.:R
TO ENSURE HlrnNG RAFTF.:R TAIL)
,040" X 1 1/2- STRAP J
II EA. ALUM. RAFTF.:R
170 X J" II 24" O.c. (MAX.)
(2) '70 X J)4" TF.:KS
,f '
,j;
\:
,
S.M.B. & GUTrER CONNECTION
OPTION 2 DETAIL
ALL .DETAILS SAME AS OPTION 1 EXCEPT AS SHOWN
5" OR ,7"
SUPER
GUTTER pOX2" SCREWS
o 16" D.C. (T'IP.)
It\?OD FURRING "
EA. RAFTER IF NEEDED
S.M.B. & GUrrER CONNECTION
OPTION 3 DErAIL
ALL DETAILS SAME AS OPTION 1 El!CCEPT AS SHOWN
,t
THESE STRUCTURES 9ESIGNED WI TH
THE 2007 FLORIDA BLDG. CODE
cfc CHAP. 6 OF ASCE 7 FOR 135 MPH WIND
VELOCITY (3 SEC. GUST) EXPOSURE A-D,
VOID AFTER 2-1-07
DA VlD NORRIS ENGINEERING
112 COLEMAN RD.
WINTER HA'lEN. FL. 338~
(863) 299- 1048 P,E. 32185
Pg, l-G
NOTE: STRUCTURES DETAILED IN THESE PLANS WERE DESIGNED WITH
THE 2007 FLORIDA BLDG. CODE & CHAP. 6 OF ASCE 7 FOR 110 up to 135 MPH
(3SEC. GUST) (DEFLECT/ON = 1/80 MAX.)) REVISED 2/11/2003