HomeMy WebLinkAbout04-3118
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CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT
3118
Permit Number:
Permit Type:
Class of Work:
Proposed Use:
Square Feet:
Est. Value:
Improv. Cost: 19,300.00
Date Issued: 5/28/2004
Total Fees: 240.00
Amount Paid: 240.00
Date Paid: 5/28/2004 Phone:
--Work-Oesc;--GLASS ROOM,SCREEN ROOM,WOOD~b-ECK ANO- CONCRE-TE----
3118
ADDITION/ALTERATION
434-ADD/AL T RESIDENTIAL
MOBILE HOME PARK
Address: 38100 WINTER DR
ZEPHYRHILLS, FL.
Township: Range:
Lot(s): Block:
Subdivision: WINTERS
I Parcel Number:
Name: BRENDA HOWELL
Address: 38100 WINTER DR
ZEPHYRHILLS, FL. 33542
Book:
Section:
H : IN L
PRE-SLAB CONSTRUCTION POLE 2ND ROUGH PLUMB , DUCTS INSULATED
LINTEL PRE-METER WATER , FINAL MECHANICAL
FRAME MISC SEWER i MISC
INSULATION WALL , MISC MISC. 'I MISC.
INSULATION CEILING MISC. MISC. MISC.
DRIVEWAY i MISC. MISC. , FIRE DEPT. FINAL
... -.---......__~.~..____._.L___ _ ._________._~___ _____ ___.___.._~_..__.____ ....__.__ .~_____
REINSPECTION 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
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1__Th~paYITlE:!nt()!.i~~pection feE:!.s.s.~al!.~e_~a_c1~ bE!!9..1".~~rl'i fUrt~~/"...Q~lTlits will be issued to the~Qerson ()wning~me____
I "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
i improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
_~~for~_!,~cordin9 _you~I1()!ia!o!_ cOI11.r!1_encE!me!!~. "__________________________ ___... __ ~ ... .
Complete Plans, Specifications and Fee Must Accompany Application. -- --- --------
__.. . ._~II wo~~shall_~~ perforrl1ed_i~_a<:c()r.9~rl~ wit:~9~_C~es C!ncl.9!..clirlClnces __
~ NO OCCUPANCY BEFORE C.O.
. -- -- .-- - .~._--- ~-
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L
CTOR SIGNATURE PERMIT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
CITY OF ZEPHYRHILLS PERMIT APPLICATION
BUILDING DEPARTMENT 5335 8TH st, Zephyrhills, FL 33542
813-780-0020 FAX:813-780-0021
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PHONE CONTACT FOR
DATE RECEIVED .5 -~ ()- 0,,/
PERMITTING (86~) 00888/0
OWNER'S NAME /10 V./~/l pre/? ~
JOB ADDRESS 38100 vVl/l1~r ct
/
LEGAL DESCRIPTION: LOT(S) BLOCK
PARCEL IV # (felbi((OCOoCXJ:1-0CXJOOO
PHONE 782, - 66- ;(;;..
,:Jot; . ,,'I t ~ -- ) It / 5
t,.Jt 1'.Jtr '; / 11
SUBDIVISION Wl rvit.-y JtIIO~1 ( ~om(' ,
(OBTAIN FROM PROPF.RTY TAX NOTICE)
WORK PROPSED: (JNEW CONSTRUCTION ~ADDITION
(JSIGN (J MOVE
E1ALTERATION
(J REPAIR
D INSTALL
D DEMOLISH
PROPOSED USE: DSGL FAMILY DWELLING
DCOMMERCIAL
(JMULTI-FAMILY
D INDUSTRIAL
D# OF UNITS
D SWIMMING POOL
pr MOBILE HOME
D OTHER
DESCRIPTION OF WORK
BUILDING SIZE lt~Xlz
,
c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL
00..rr ~/ S&r~frJ faJ/Y? j ~ (J:Jm~+c.. J hrb,
/ /) '"
anl /1.Xt6 SQUARE FOOTAGE HEIGHT
lA/oci du,k
lOB"
RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS
COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY
IF SIGN PERMIT ONLY (2) SETS OF ENGINEERED PLANS REQUIRED.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
& (1) SET ENERGY FORMS.
FORMS.
r:gI BUILDING
ri ELECTRICAL
$ 19'1:>00
,J.}..O
f1.?~.O fiL~\J)~
Cl7Lr,hu4.fh- ?If
PERMITS REQUESTED (l..bJt0i1u;JJ u.....O'
VALUATION OF TOTAL CONSTRUCTION y/Llu(L ~
~
D W.R.E.C. f2..fi"{'lW
D FLORIDA POWER
.~. ~~t~ ~
AMP SERVICE
(J PLUMBING
D MECHANICAL
$
VALUATION OF MECHANCIAL INSTALLATION
.._~.~\
\
fi 5' ~ .:5'~ &U)6 \
~S-<" <1J~ I~U\.c." 'i
(J GAS
D ROOFING
(J SPECIALTY
(J OTHER
TYPE OF CONSTRUCTION: D BLOCK
D FRAME
D STEEL
D OTHER
FINISHED FLOOR ELEVATIONS
IS PROJECT IN FLOOD ZONE AREAD YES (] NO
SIGNATURE
CONTRACTOR ......$ECTION
COMPANY <OJZ.tlt\PItY\.. 6ikmlYlvl\. 'If tt.!1ntc. 3;..W1frpt/.
A..lC
STATE CERT OR REGIST # R~OO''f'-(2)
BUILDER
********************************************
COMPANY C 11ft') r; ~j." l)ec.
SIGNATURE
STATE CERT OR REGIST #
************************************************
PLUMBER
COMPANY
SIGNATURE
STATE CERT OR REGIST #
******************************************************************
. MECHANICAL
COMPANY
SIGNATURE
STATE CERT OR REGIST #
*****************************************************************
OTHER
COMPANY
SIGNATURE
STATE CERT OR REGIST #
A. NOTICE OF DEED RESTRICTIONS
The 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 applicable 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 owner 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 po~tions of the "Contractor Sections" of this application for which they
will be responsible. If you, as the owner signs 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 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, have 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 performed 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 WatercourseB
*Army Corps of 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 Flood Zone "A" or "A,etc.", it is
understood that a drainage plan addressing a "compensating volume" will be submitted which
is prepared by a professional engineer registered in 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 COITUllenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for a
period of six months after the time the work is commenced. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall be requested
in writing to the Building Official. An approved inspection must be logged during eacl. six
month period, or the project will be 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. JOBS UNDER
$2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT".
ST~R~~ER OR AGENT
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____ day of
by
SIGNATURE: CONTRACTOR
acknowledged
I 2CL-
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _day of
by
acknowledged
,20_
(name of person acknowledged)
Owho is personally known to me, or
(name of person acknowledged)
Chho is personally known to me, or
Owho has produced
(type
and whoO did Odid not
of identification)
take an oath.
Owho has produced
(type of identification)
and who Odid DUd not take an oath
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
WINTERS' MOBILE HOME PARK, INC.
38022 WINTER DR.
ZEPHYRHILLS, FL 33542
PHONE 813-782-1615
"SPEND YOUR WINTER WITH WINTERS" "WHERE OW FRIENDS MEET"
May 27, 2004
City of Zephyrhills
Building Department
Zephyrhills, FL 33542
This is to certify that the floor level ofthe mobile home addition to be constructed at
38100 Winter Dr., Winters Mobile Home Park, Zephyrhills, FL, is at or above 84.0
elevation.
WINTERS MOBILE HOME PARK, INC.
RECREATION, SHUFFLEBOARD, DANCING
Fax 813-782-2283/ E-Mail Winters38022@AOL.com
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Permit 1'\0: ,
~------
STATE OF fLORfD'(p
COUNTY OF'" 'iXo
1111I1111111 1I1II1I1II11III 11I111111111I1111111111I111111111
2004093164 .
:JT!CE OF CO:Y1ME!'IC.t::MENT
Rcpt: 784089 Rec: 6,00
OS: 0. 00 IT: 0 . 00 k
OS/20/04 Dpty CIer
i~~2~~1~MA'8 : rl:;O fOUN6TJf6C21.ERK
OR BK 5862 PG
THE UNDERSIGNED her, );. .' c: lIolice lllal improvemenl will be made to cCrlain real
property, :Ind illllccordancc .'/. Cbjlter 71 J, Florida StJtul~, the followinJ:; infomlation is
proyi,li,,:t1 in this Notice of Cn :..ccmcnt.
1. DESCRIPTION OF :, ,<:;~TY; (legal description ofpropcl1y, ane SJcet address if
avail:lble) J 4 <.,~ I OOCKJoo ~ 00 0000
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OWNER lNfORMA 'Ie
A. Nome And ;addrc~~
D. InrC.oal in pro;JcrI: .
C. l\:l.Ille Jlld nddrcs.:s .: : ::nple rille holder (i[ Olr.er than ow::c:):
CONTRACfOR 6~li\f\YY\.. PsLum,nvl?'\. K tt01Y\L. +-n;rV'C."ff\~
A. N;lffiC and audrcss ,OC2.$ 'l,. C-a.Q? ~L ~ 1.IJf<e/~ ~ L I 3 J 80~
D. Phone numbCl": (p>6-!) 668 S8' /t,
SURETY we..STc-~
A. Name and address:
B. Amount orbQnd S_ <?/._tf'tJ 0
C. Phono number:. /' -
2.
GENERAL DESCRI -
\ or L'vlPROVEMENT: (O1<1.\.5, t.cl<l"",,-) ~C/Yc.l.A "i2A<l~ J & Lel/Iv J \A3O~ ~
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~8100 wintv Pr; Zer;';'rfV.,~ I ,.,L
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-:,.;idJ d<4;Slla;ed by OW;lcr u?on W!;Oti1 notices or other
)v:dcd in Section 71J.lJ (I)(J)7., Florida St.Jiutc.;:
/
. c:csignutC3 the fa wing pcr>on(s) lo receive a copy o[tlle'
:1 Section 71 , J (I.) (b), Florida Sta!U!eli:
-:"r:unenccrr.ent (the expiration dale Is I YC:lr from the
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LENDER
A. N:lmc a'nd addrcs..s:
D. Phone lIurilbcr:
SIYoru 10 aud sub~critc
I'CrsOIl;lIl}' known to llle
iUClltilic;llion, this_
~ CARRIE J. REAUME
~A._~ MY COMMISSION # DO 249683
'1'~OFf~ll~ EXPIRES: December 16,2007
l-eoo.3-NOTARY Fl Notary DiSCOunt Assoc, Co.
7,
Pc~ons Wilhin Ihe SIUI
documents m;,y be SlJrY< ~
A. Namc ;\11<1 adc!ress:
D. Phone number:
s.
in uddition to himself, (,.'
Liellor';s NOlice; as provi '_
A. Name :Jnd :Juurcss:
U. Phone numb.:r:
9.
Expir.ttion dalc Or NOlie.
date or reeonlillg unlcs
4--si1:IIOlturc or OWllcr:_
Pd,nlctl NaDlc/Al.ldr~s:
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Corporate Office
1025 S. Combee Rd
Lakeland, FL 33801
Ph: (863) 668-8816
W.H.293-6265
Branch Offices
o Hillsbourgh 1-888-973-3337
o Pasco 1-888-973-3337
o Osceola 1-888-973-3337
o Brevard 799-1518
.Atfo"'labl~ Construction To Meet Your Needs"
CONTRACT submitted to
Phone
Date
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Job Location
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Street
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Job Name
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We will hereby furnish material, labor in accordance with abo,ve specifications for the sum of:
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payment to be made as follows:
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THIS IS TO ADVISE YOU THAT YOU ARE PROTECTED BY THE FLORIDA HOME IMPROVEMENT ACT, UNDER THE 3 DAY RECISSION ACT. PLEASE
READ BEFORE SIGNING:
Workman are covered by workman's compensation insurance and
liability insurance.
Company is bonded and insured.
All accounts to be paid by cash.
10% deposit and balance due on completion.
No verbal agreements will be honored,
1 % per month service charge on all past due accounts unless
otherwise agreed in writing, plus attorney's fees.
1 year labor warranty,
Subject to final approval of Corporate officer:
Authorized
Signature
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Signature
Date
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_ _ Date
Lie: # RR 0067423
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CITY OF
ZEPHYRHILLS
"NOTICE"
OF ADD.ITION OR CORRECTION
BUILDING
DEPARTMENT
DO NOT REMOVE
I ADDRESS DATE PERMIT.", I
3~ I<DO LJ~) Oft, 6 .. JJ.f-(J'-f 3 J /(7
THIS JOB HAS NOT BEEN COMPLETED. T~e following additiqns or corrections shall be made before the job
will be accepted.
_~I~~~~~ll.k
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It is unlawful for any Carpenter, Contractor, Builder, or other persons, to
cover or cause to be covered, any part of the wor1< with flooring, lath, earth
or other material, until the proper inspector has had ample time to approve
the installation.
OFFICE HOURS 7:30 AM - 5 PM MON.-FRI.
AFTER CORRECTIONS ARE MADE CALL
780-0020 FOR RE-INSPECTION
INSPECTOR 0)7;j)
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'-l--FJorido';rGe()rgfa--;rAJcilbama . Kentucky. Texas
North Carolina-South Carolina · Louisiana · Tennessee
To contact your nearest location call:
1~800-749-O479
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V
""X"-P.r.
8" x 8- x 1
Pli'?S W/ "
CONe. PADS
(M,'X) TYP,
2 X " P. r. B OCKING 0'" .. 8'-
SUPPOR T ALL PL YltOOO EDGES
FLOOR :=-RAM/NG PLAN
NTS
,
---n _
.
DECK SIZES w/ 2 X 6 FLOOR JOIST
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N/A S.
12.
14'
16'
8.
6'
7'
5/" - X 6- P. r. DECKING W/ 8d
GAL II. 0 6 '"/1 r D. C. EDGES/lN TE:RMED.
OR
3/"- PLYIM:JOO W/8d 06-/1r
D.C. CDGCS/lNTE:RMED.
SEE DC TAIL
USC 1/.-" X ."
LAC BOLTS. 2.-
O. C. TO ANCHOR
BASC Pf.A TE
P. r. 2 X 6 '2 s.P. 0 16- D.C. W/
HUGHES EUH 2"-6 W/ (6) lDd
(OR Eoo/II.) OR (") 16d TOC-NAILED 0
o EA. 'END (8'-0- MAX SPAN)'
(2) 1/"-" X 5- LAG BOlT/CONN.
PERIM. HEADER ON (.1) SIDES
.. X " P. r. POST OR 8- X 8- X 16- C.B.
o 6'-0- D,C. (MAX)
,,- X 16- X 16-
CONC. PADS OR
7 1/r X 11- X 11- DECK BLOCK
(MAX 6' SPAClNC)
v STANDARD APPROVED M.H.
STRAPS AND GRND. ANCHORS
o 6.-0- D.C. (TYP.)
(.J.l'D, MIN. OCSlCN LOAD)
NOTE:: WITH EXISTING 4- .
CONC. SLAB. USE SIMPSON
ABU 44 POST BASE W/ 5/B-
OIA. CONC. A.S. W/ (6) 16d
OR '70 SCREWS X 7 1/2-
PIER DETAIL:
THESE STRUCTURES DESiGNeD tWTH
THE 2001 FLORIDA BLDG. CODE
ci' CHAP. 6 OF ASCE 7 FOR 710- 1.15 AlPH
WIND VELOCITY (3 SEe. GUST) EXPOSURE A-D.
VOID AFTER 2-1-05
OA VTD NORRIS ENGINEERING
1/2 COLEMAN RD.
WIN TER HA VEN, FL. 33880
(863) 299-1048 PE 32/86
Pq. 3-A
TYPICAL GLASS ROOM
'LASSROOMS > 8' HEIGHT FOR EXTERIOR LOAD-BRG. WALL OR PROJECTING MORE
"ROM HOST STRUCTURE OR > 500 S.F. OF FLOOR AREA REOUlRE
IrE SPECIFIC, SIGNED & SEALED ENGINEERING PLANS. 130 MPH WIND REGION REOUIRES
WINDOW PROTECTION FROM STORM DEBRIS PER 2001 CODE
2"x2"x.040" HEADER & SILL
THAN
2" STYROFOAM INSULATION (OPT.)
(TYP.o EA. ~ D)
3' -4' EDGE TRIP
WINDOW DESIGN (Psn
110 HPH (+20. 8 , (-27. 2)
120 HPH (+24. 7 , (-32. 4)
130 HPH (+29. 0 , (-38. 0)
135 HPH (+31.3 , (-40.9)
SIDING
110 HPH (+19.5), (-21.3) /;/.
120 HPH' (+23.2), (-25.4)/// I
130 HPH (+27. 2), (-29. 8)
135 HPH (+29. 4), (-32. 4)
POST SPAONe
" "x.040" STUDS
o 24" O.C.
NOMINAL
POST WALL
SIZE HEIGHT
110 MPH
2' X 2" X . 044" l' 2' -9"
8' 2'-0'
2' X 3' X . 045" OR 7' 4'-6"
8' 3' -5"
. 2' X 2' X . 044" W/ (1) 9' 2'-8'
[1 1/2' X 2 1/8' X . 050" 10' 2'-2'
7' 5' -9'
. 2' X 2" X . 044" W/ (2) 8' 4'-5'
[1 1/2' X 2 1/8" X .050' 9' 3'-6"
10' 2' -1 A'
7' 8' -a'
2' x 4" X . 050' PATIO 8' 6' -2"
9' 4' -9"
10 3'-10"
PSF 20
EXIS TlNG
2" X 2" X .044"
#8 @ 12" o.c. (TYP.)
/
,
1 1/2" X 2 1/8" X ,050" (TYP.)
. * PLAN - 2" X 2" X .044" *
w/ (1 OR 2) [ 1 1/2" X 2 1/8" X .050"
BASE If. AND POST CONNECTION
SEE DETAIL - SHEET 1)
SOL I D WALLS
POST SPACING
120 MPH 130 MPH 135 HPH
2'-3' 1'-11 l' -9'
l' -9' l' -6' }'-4'
3' -9' 3' -} , 2'-10'
2'-}0" 2'-4' 2'-2"
2'-3' 1 ' - 1 0' l' -8"
l' -} 0' }'-6' 1'-4"
4' - 9' 4'-0' 3' -8'
3'-8' 3'-0' 2' -7"
2'-}0' 2'-5' 2'-3'
2'-4' 2'-0' 1 ' -} A"
6' -8' 5'-7" 5'-2'
5'-1' 4'-3' 3'-If"
4'-0" 3'-5' 3'-}'
3'-2' 2'-8' 2' -5"
24 29 31
l 2" X ALUM, BEAM
1 '.x2"xo. 050'. RECEIVING
CHANNEL w/4-18x1/2" SMS UP INTO BEAM
AND 2-#Bx1/2" tI EA. SIDE INTO POST
DETAIL A
THESE SrRUCTURES DESIGNED WITH
THE 2007 FLORIDA BLDG. CODE
~ CHAP. 6 OF ASCE 7 FOR 110-135 NPH WINO
VfLOCITY (J SEe. GUST) EXPOSURE 8.
VOID AFTER 2-7-05 1...-1.0
OJ. 1I7D NORRIS ENGINEERING
772 COt..fMAN RO,
'MN 'fER HA VfN, FL. J3880
(863) 299-1048 P.E, J2186
Pg. 4-A
'f'
~ '
I
,I
~
,
~
WALLS FOR ALUMINUM FRAMED GLASS ROOM ADDITIONS .
N. T.S.
J
>
NOTE: GLASSROOMS:> 8' HEIGHT FOR EXTERIOR LOAD-BRG. WALL OR PROJECTING MORE THAN
16' FROM HOST STRUCTURE OR :> 500 S.F. OF FLOOR AREA REOUIRE
SITE: SPEClAC, SIGNED ck SEALED ENGINEERING PLANS
ALUMINUM EDGE BEAM
ALUMINUM PURLIN
"/8 X I" S.U.S.
r (TYP.)
t
I
~ SHEAR (X)
PANEL
16" - 12"
P/T PL YWOOD INSERT (1/2")
~
~
.
"")"'""
'0-.1
~
I~
. ....
~'-
GLASS WINDOW UNIT
,
18 X 3/4" S.M.S.
o 6" O.c. (TYP.
ON EA. SlDe)
.
<:)
.1
"
ALUMINUM PURLIN
~ SHEAR
PANEL
16" -
P/T.PL YWOOD INSERT (1/2")
ALUMINUM TRACK
CONCRETE / WOOD
FLOOR
A TTACHMENT DETAIL
I" X ," X .040"
f ALUM. ANGLE
W/ #8 S.M.S. 0
6" a.C. (TYP.)
. NOTE: X + Y SHEAR PANELS MUST TOTAL J2" IN HEIGHT.
~,.
THESE STRuCTURES DeSIGNED W7H
THE 2001 FLORIDA SLOG. COIK
'* CHAP. 6 OF ASa 7 FOR 1-'5 MPH IWltO
VCLOCITY (3 SEC. GUST) CJtPOSlJRC S.
\IOtD AFTE:R 2-1-05 '..'.0
I
OA \110 NORRIS ENGlNCCRlNG
112 COLEMAN RD.
HAN TE:R HA VFN. FL. J:J880 P 4 8
(RIi ~l "01'1_ "'4'1 '" r T'" 01'> Q. -
-,...:.,',-",-,~.
..._=-~~--
r
--.---- -- -+ --+
M-OOO STUD
GR'D
, 019 ALIAtIINUM
(1/tN. 1" LAP
FOR ~RT. JTS.)
ItOOO STUD
GR'O
\7
P, T. PlATF
2"
T (AlIN.)
CONSTRUCTION
REQ'D SOIL SEPARA TION
N. T.S.
2' 0" All'" MIN. 2SOO PSI CONCReTE "'T11 6)(6- lOXIO w. W.M.
-. OR FIBCRAlCSH (TYPICAL)
! <<FORE SLG\C>~
I /I- X /I- W/ (I) 15 CONT.
i f- EXISTING SLAB
--
Ft.A r SL(;ftf' / NO FOOTING '-~T. _ .J-,.,rT.
2JOO PSI CONe.
W/ (1) " CONT.
.. :'...::': I 1" :'...:::;: ; ,...
...... .... ....... .... ".. .""
.: ;;;:;~. 12" /I" .: ;i,~,:i,t(~:'.
.~' ...' . ...:,
.\ :';.~ I 12" ~
J-!:.l RIBBON FOO TlNG.
(FOR SaraN ENCL OSURES)
12- X /I- W/ (1) 15 CONT.
.J-~T. - 6~r.
FOOTING DETAILS ADDRESSING' EROSION
N. T.S.
THESE S T'RUC n.JRES DESIGNED "' T'H
THE 2001 FLORIDA BLDG. COOC
.. CHAP. 6 OF ASCE 7 FOR I 10- I.J~ AIPH
WINO VCLOCITY (.:J SEC. GUST) EXPOSURE A-O,
VOID AFTER 2- 1 - OS
OA 1110 NORRIS ENGINEERING
1/2 COl.EMAN RD .
WIN TER HA \lEN, F'L .13880 P 3 C
(863) 299-1048 PE. .12186 9. -
...
.--~---'.:;..~----
. ..---.-- --,.- ,_....,.
-:~-=~_._.. ___.....:.._::~ii
_.. .,~.,_.." ..;...;.........:.~
NO Te: ADDtnON MUS T.BE FREE - STANDING 'M TH
ONL Y ROOF FLASHING
CONNECTING TO EXISTING
5 TRUC TURE
FOURTf! WALL FRAME
(IF REC1UIRED)
EXISTIf.lG HOUSE STRUCTURE
I
I
I
I
: ADDI nON
I
I
I
CARPOR TS:
IF POSTS ARE SET IN CONCRETe AND THE CARPORT
IS A TTACHED TO A HOST STRUCTURE KNEE BRACES
ARE NO T REOUIRED. -
BEAM SPAN
SEE PG. 2C-2E
KNEE BRACE
2"x3.xO.,OSO.xJ. (""'N.)
SEE PG. '-0
POST (SEE PG. 2F)
(MIN. OF J.XJ"X.060"FLUTED)
FOURTH #ALL SUPPORT DETA/L
N.T.S.
,
THESE STRUCTURES DESlGNE:D wrTH
THE 2001 FLORIDA SLOG. CODE
de CHAP, 6 OF ASCE 7 FOR 110-1.15 AlPH 'MND
VELOCITY (.J SEe. GUST) EXPOSURE 8.
VOID AFTER 2-1-05
DA VTD NORRIS ENGINEERING
112 COLEMAN RD,
WIN TER HA lIEN, FL, 3.1880
(863) 299-/048 P.E. 32/86
~ J..
~
~~. .
~""
Pg. 4-F
SECURC ALUItI. PANS
w/ (.) "0 S.11I.S./PAN
(TYP. . eA. 010)
(j1f.
..\.... SL.
,II," /fr.
ROOF ATTACHJKNT
(SEe NOTE:S <<LOW)
'Rt.IN (OPnONAL - I" x 2" PURUN)
ALUUIMJItI OR
lIfNn KlCKPlA TC
I" X ,r," OPCNBACK W/
1/." 01,1,. CONe. A.B. .24" o,e. (I1IAX)
(I) A.B. . eA. POST (2" MIN. eMBeD. - TYP.)
OR 1/4". X .J 1/4" TAPCON
1. c~ ::~. ~'. ,.~.' ~'. :..' - ~OR WOOD DECK
. ,.,. .. . .... I .... "
tlI .- :~.. ';.,.:' (SEE NOTE BELOW)
.11 ..
I 6" I NeW OR eXISTING
4" 2500 PSI CONe. SLAB
..,/AIOHO. FOOTCR (TYP.)
I-I' CONT (TYP.)
SCREEN ROOM DETAIL *
* FOR ItOOD DECK: USE 1'0 SCREW
X .1- LG. (THRU WOOD DECK INTO
SEAM OR HEADER) (I 24 - O. C. MAX.)
use (2) /10 X J" (I EA. POST
CLIP A TT A CHMEN T NO TES
CAPRI CLIP: /
USE (2) L ,. X I" X .060" w/ (2)
/10 X .1/,,- TEXS INTO EA. FACE
fJfl
CASTLE CLIP: .
L 1 1/2- X 2 1/8" X .050" REC. CHANNeL
w/ (4) 1'0 X 3/4" TE:KS INTO BEAM OR OPEN BACK
&- (2) /10 X 3/4- TE:KS INTO EA. S. 1.1. B. OF COL.
,
--.;---:::-::,-
3" STRUCTURAL ALUM,
ROOF SYSTOI
2"11 __S.I1I. BeAM. (SEe CHAIITS)
(2) 1/4" OIA.1t .J 1/2- THRU
BOt TS
.J 1/8- x I 1/2- X 1/8" [ BASE W/ (2)
1/4- 0104. TAPCONS OR eOUfV.jPOST w/
(2) 1/.- OIA. It .J 1/2" THRlJ BOt TS
- TOP OR SIDC ItIOONT ALLOIt('D-
ALUItI. BASE INSERT
w/ (2) 1/." OIA. X 2 1/.- TAPCONS
(2" 1tIIN. -eMBeD. TYP.)SECURe ALUM.
ca. w/ (2) 1/." OIA. THRU SOL TS
)/~~~t}:. .'~; J '.: :~W OR eXlST1NC
4" 2$00 PSI CONe. SLAB
(SEe PAce .J-C)
CARPORT / OPEN PA no'
DETAIL W/ ROOF ATTACHMENT
N. T.S.
ROOF A TT A CHMEN T NO TES
NOTE:: SEE FOURTH - WALL SUPPORT DETAIL, IMI=.77
OR ALTE:RNA TE: DETAILS FOR A TTACHING ALUM.
STRUCTURES. I.,. 1.0
FASTE:NER TO BE DETERMINED
BASED ON CONSTRucnON OF
HOST STRUCTURE
1'0 5.M.S. X 1 1/2- (I S"
0, C. INTO ~oo
DB
(2) 110xl 1/2- (I 16" O.C. INTO WALL STUDS
DB
(2) 110 X .1- (12"" O.C. THRU
.1/4- (MIN.) FASCIA INTO tRuss OR
RAFTE:R TAILS *
f}f!
1/4-- TAPCONS (I S" O.C. STAGGERED INTO CONC.
w/ /10 S.M.S. THRU REC. HEADER INTO PAN BOTTOM
tJJllE;", 1 1/4" MIN. EMBEDMENT INTO CONC.
, 1/2- MIN. EMBEDMENT INTO 1ttI0D
* REPLACE ALL DETERIORA nNG
WOOD; W/ FASCIA SECUReD
TO RAFTER (TRUSS) TAILS
THESE STRUCTUReS DESIGNED WITH
THe 2001 FLORIDA BLDG. CODe
cl> CHAP. 6 OF A SeE 7 FOR "0- I.J~ MPH WIN
vE:LOCITY (3 SEe. GUsr) EXPOSURe B.
VOIO AFTER 2- 1-05 1'11I..77
OA 'lTD NORRIS ENGINEERING
,,2 COLEMAN RD.
WIN T'ER HA Vf:N. FL. 33BBO
(863) 299-1048 P.E. 32186
Pg. 2-8
I
. 'NCLOSE D
SOL I D ROOFS ~DG~ BEAM SPAN TABLE 110 MPH
HAXIHUH COLUMN SPACING - SIHPLE SPAN
CONT I HUOUS
ROOF PAN SPAN (I NC/ . 1 FT. n.H. )
EDGE BEAM SIZE 4. t:.' 8' JO' I?' 14' ""il:' JB' ;
2 X 2 X . 044 6' ":6' 5'-8' 5'-1' 4' -8' 4.-3' 4' -0'
Patio Ext. 7'-3' 6' -3' 5' -8' 5'-1' 4. -8'. 4'-4'
'3 X 2 X . 050 8' -2' 7' - 1 ' 6'-4' 5' -9' 5'-4' 5'-0'
Pa t iO Ext. 9' -n' l' -9' 6' -10' 6' -3' 5'-10' 5.-5'
2 X 3 X . 050 9. -I' 7' -10' 7' -I' 6 -::i' 5'-11' 5'-6'
Patio Ext. 10' -0' 8' -8' 7' -9' 7. -I' 6'-6' 6'-1'
2 X 4 X.050 10'-2' 8' -10' 7"-11' / -C!' 6' -7' 6'~
T i It Ext. 1 1 ' -2' 9' - 9' 8' -9' 7"-11' 7' -3' 6' -10'
2 X 4 X.050 11' -5' 10'-0' ii' -]]' 8. -I' 7' -5' 6' -11' .
Pa tiO Ext. 12'-8' 11'-1' 9' -10' 8.-11' 8'-2' 7'-6'
2 X 4 X .045 13' -8' ]] , -8' 12'-4' 9' - 7' 8' -10' 8. -3'
S. H. B. 14'-In' 12'-10' 13'-6' 10.-6' 9' -9' 9' -2'
2 X 5 X . 050 16' -0' 13'-8' 12'-4' 11' -3' 10'-4' 9' -7'
S. H. B. 17' -5' 15'-0' 13. -6' 12' -4' 11' -5' 10' -7'
2 X 6 X . 055 19' -3' 16'-8' 14' -10' 13' - l' J 2' -7' 11' -9'
S. H, B. 21' -0' 18'-3' 16'-4' 14'-]]' 13' -9' 12'-10'
2X 7X.062 19' -0' 1 7" -0' lY -6' 14'-4 13' -4'
S. H. B. 20' -8' 18'-6' 16' -10' 15'-8' 14'-7'
2 X 8 X . 072 20'-::i' 18' -10' 1 7' -8'
S. H. B. 22'-5' 20'-8' 19' -4' .'
2 X 9 X . 072 i!i!' -8 21' -0' 1 5/' -8'
X.224 S. H. B. 24'-10' 23'-0' 21'-6'
2 X 9 X . 072 i!:;j' -i!. 23'-3' 21'-10'
X . 310 S. H. B. 27' -5' 25'-4' 23' - 9'
2X 10 X .092 i!8' -4 i!6'-i! i!4'-S'
- X . 389 S. H. B. 3U'-II' 28'-6' 26' -8'
,
,
HAXIHUH COLUMN SPACING - S IHPLE SPAN
CONTINUOUS
Rl'tJF PAN SPAN
CENTER BEAM SIZE 5' 6' B' 10' 12' 14' 16' 18'
2')t5'x.050 1}'-4' 11' -3' 9' -10' 8' -9' 8'-0' 7' -4'
S. H. B. 1 '-5' 12'-3' 10'-8' 9'-6' 8'-8' 8' -0'
2' )(6')t. 055 14' -10' 13' - l' 11' -9' 10'-6' 9' -8' 8' -]] ,
S. H. B. 16'-3' 14' -io' 12',-10' 1 l' -t:.' 10'-6' 9' -8'
2' )t 1')t. 062 17' -0' 15'-5' 11' -4' 12' -0' 10'-11' 10' -1 '
S. H. B. 18' -6' It:.' -9' 14'-{,' 1.1' -n' 11' - 1 0' 11 ' -0'
2' )t8' x. 072 i!i!'-4 i!O' -:;j 1 7' -8' 15' -9' 14'-5 13' -4'
S. H. B. 24'-4' 22'-3' 19' -3' 17' -.1' I';' -9' 14'-1'
2' )t9')t. 072 24' -10' 22' -8 19' -7' 17' -1' 16'-0' [4'-11'
)to 224 S. H. B. 27' - 1 ' 24' -9' 21' -4' 1 9' -2' 17' -c;' II.' - 7'
2' )t9' x. 072 31'-0' 28' -4 i!4' -:;j' 22' -0' 1 9' - 1 1 ' 18'-6'
)to 310 SHB 33' - 51' 30' -10' 26.-7' ?4'-n' 2J'-R' ;In'...;J'
2' )t 1 O')t. 092 26' '9' 25' -C! 21'-8' 1 9' -6' 1 7' - 9' 16'-6'
)to 3B9 5MB 29' -2' 27'-5' 23' -8' ;J I ' - 7' 19' -4' IB'-n'
.-
THEse STRUCTURES DESIGNED WITH
] , !!!!E THE 2001 FlORIDA BLDG. CODE
dr CHAP, 6 OF ASCE 7 FOR "0 ""PH WIND
VM.U!:'S I'ftIlY Be INTCRPOLATCD .OR INTCRMCDIATC LCNGTHS, OR SPACINGS, Vf:LOClry (3 see. GUsr) EXPOSURE 8.
OR II/NO REGIONS VOID AFTE:R 2-1-05
, .
OA VlD NORRIS ENGINEERING
112 COLEMAN RO,
'lVtN rER HA VE:N. FL. 33880 Pg. 2-C
! (863) 299-1048 PE, 32186
. _. ___ ~___' ..u _ _' '~"'U_'___~____' _ ,..
J1( POST LeNGTHS AND SPACING FOR WALLS
SUPPORTING SOLID ROOFS (}2'SPAN+}'O/H) J1(
VALI.JCS HAr B€ INr~RPOt.Ar~D FOR INrCRHCDIArE LCNGrHSfR SPACINGS
1.,=. 77 NQf I HAl.. SCREENED IIALLS SOLI D IIALLS
NON-HABI TABLE "'ALL
STRUCTURES I-CIGHT POST SPACING POST SPACING
110 II'H ICO II'H IJS II'H IJOII'H ICO II'H 135 II'H
7' 4'-8' 3'-8' 3'-0' c'-6' c'-c' }'-8'
~'"~',,a 040' 8' 3'-4' c'-8' c' -2' c'-O' }' -8' ]' -3'
2' x2')(. 044' 7' 6'-6' 5'-c' 4'-3' ,'1' - 1 0' 3' -3' c'-6'
II/(J) ( 8' 4'-5' 3'-6' c' -) 0' 3'-0' 2' -6' 1'-J/'
I 1/2' x~ 1/8' x . 050' 9' 3'-c' c'-6' 2' -0' c'-4' , - 11' }'-6'
ER ]" x2' xO. 45 la' c'-6' c'-O' 1'-8' l' - 9' 1'-6' 1'-c'
7' 7'-0' 5'-6' 4'-6' 4'-c' 3'-6' c' -8'
8' 4'-10' 3'-}O' 3'-2' 3'-2' c' -8' c'-O'
2' x3')(. 04S' 9' 3' -7' c'-}O' c'-4' c'-6' 2'-c' J'-8'
10' c' - J/ ' 2'-4' ]'-JJ' C'-O' l' -9' J'-4'
2' x2' x. 044' 7' 7'-8' 6'-0' 4'-J}' 4'-8' 4'-0' 3'-}'
II/(~) ( 8' 5' -9' 4: -6' 3'-8- 3' -8' 3'-1- c'-4-
I /12' x~ 1/8' X . oso- 9' 4'-5' 3'-6' c' - J 0' 3' -0' 2' -6- J'-J/-
la' 3' -7' c' - /0' c'-4- c'-4- 2' -0' ]' -6'
7' 9'-8' 7' -7' 6'-4- 6' -0' 5' -0' 3'-JO'
~' ,,4' x. 050' 8' 7'-4- 5' -9' 4' -9' 4' -7' 11'-10' c'-II'
9' 5' - /0' 4' -7' 3. -9' 3'-8' 3' - 1 ' c.-4'
la' 4'-8' 3'-8' 3'-0' 3'-0' 2'-6' J'-IJ'
7' J c' -9' JO'-O' 8'-3- 7'-c' 6' -0' 4' -7-
]"x]"".06O' (FLUTfD 8' JO'-c' 8'-0- 6' -7- 5'-4' 4'-6' 3'-5'
9' 8'-0' 6'-4' 5'-2' 4'-c' 3'-6' 2' -8-
la' 6'-4' 5'-0' 4'-J' 3'-4' , - 1 0' c'-2'
"'IND LOADING (PSF) J/ }4 J7 cO c4 3)
.
· 2 DIH€NSlllNAL LOADING - COHBINED AXIAL (ROOF) &
BENDING (1IIND) LOADING. FOR eACH ADDITIONAL FOOT
J]F ROOF SPAN (OR OVE:RHANG) > 13' RE:DUCE POS T
. SPACING BY 87. OR FOR E:ACH FOOT OF ROOF SPAN
(OR OVERHANG) ( 13', INCREASE: POST SPACING BY 87..
2XID ~s I aJItC
/0- DrA.
aRAIIC
H-e.'
T6
,
Pt;JST FOOTING DeTAIL
N. T, s.
THE ABOVE DESIGN WILL
CARRy A CONTRIBUTARY
LOAD OF: SO S. F;
100 S. F. FOR H=30',
AND 150 S F FOR H=36'
2424 /J88 82S 606 464
4280 3277 2589 2097 J4S6 1070 819
3040 2328 1839 1490 1034 760 582
3451 2642 2088 /691 /J 74 863 661
6527 4997 3948 3198 2221 1632 1249
9708 7433 5873 4757 3303 2427 1858
/2836 9828 7765 . 6290 4368 3209 24'7
T'HE:SE STRUCTlJRES OeSlGNE:O 'MT'H
THE: 2001 FLORIDA BLDG. CODE:
ci' CHAP. 6 OF' ASCE: 7 FOR 110-1.15 MPH 'MN,
VCLOCITY (J SEC. GUST) eXPOSURE: 8.
VOID AFTER 2-1-05 1.,-. 77
OA VlD NORRIS eNGlNeE:RING
112 COLE:MAN RD,
WIN TE:R HA VCN, FL. J.1880 Pg. 2-F
(86J) 299-/048 PE:, 32/86
".. D I A. ffC MIl
. La. ~
asr
NO t[:
if
_ u ..__ _...__......_..-.._.&<-... "............~ _ _......_...........
_I.
.
- -if
r.) 6' STep FASCIA 11/ Ii/o X 5/S'
,/2'o.C. CR
"" x t?' x O. 040
STIFFENeR
NOTE, FOR OUTSIDE SPANS> It?'
USE t?'x3' (VERT.)
OR 6' STEP FASCIA
If. HEAD
ROOF PAN
/' X /' X 2' X a 060'
ANGLE CL IP W/ (2)
11/0 X 5/8' /I. HeAD
SHS. EACH WA Y.
FOR IIODD CONNECTION
, /0 x /-1/2' I/. HEAD
SHS. THRu.ROOF PAN
& BOX HeADER $' ON
CENTER INTO HOST
STRuCTURC
TYP. SCCT ION DETAILS
N. T. S.
2 X ALUH. ca..
(I) 1/4' DJA. X if 1/4' CONe.
OR TAPCON . 24' a C.
NOTe.
AT CO/IINCRS IJSE (/) //4' DIA.
X 2 //4' EA. DIR. .
4' (/fAX.) FROH CO/IINCR.
_. .
/' X I' X 1//6' X 2'
/ALIM. CLIP 11/ (2) 'IDs
XI/if' TEK SCREIIS IN
EA. DIRECTION
~ I X if ALU'f.
BASE PLA TE
, . :
,: ." :.~ ~:~.
.... .. . . ..,
Sl./JPC Hilt 1/4' /Fr.
BASC PLATC CONNECTIONS
(SCREEN ROC/H$) It T. S.
(e) 1/4' DIA. STI...
THIIU D. TS (TYP. )
e Jt ALlM ICMf
3 X 3 ALl<< ca.
NDTC. THI: ICI..OII DCSIGNS /111..1.. CAIlRr A CONTRllUTlIRr
LOIID OF I!JO S. F'. - He/l fI' X fI' rTG. (100 S. r. - CXIST. 4' Sl..AII)
ALl<< fIASC INSCIIT /1/ (e) 1/4' DIA. X e I/i!' TAl'CONS
& (e) 1/4' DIA. THIIU IOI..TS
QB
e' x i!' X 1/11' ALU'f. ANGLe 11/ (e) 1/4' DIA. X e 1/4' TAl'CON!l!!
(~ SIDCS OF COI.lMN /1/ (e) 1/4' DIA. THIIU 1101.. TS
Qt!
3 1/" Jt I I/e' x l/fI' IfCCe/llNG CHANNeL
/1/ <;1) 1/4' D1A. X e 1/4' TAl'CONS & (e) 1/4'" THIIU 101.. TS
f1!l
ALl.. OF THE AIItJVC ....r IIC CONNeCTCD TO /IOOD HEADCII
IIr SUflSTl1)1T1NG (4) 110 S. H. S. (i!' HIN. eHIICDJ rOIl TAPCDNs.
.; Di\,. (;''-:<-, hf;: ::::~>::. f Hi:.e;
EXISTING 4' CONe. SLAB 11/ NO CRACKS II/THIN 30' OF POST
Ill! Nell THI('ND S' x S' HONO rOOTING 11/ (/) U CONT.
Q/l VOOD DCCK 11/ DBI... 2 x 6 (HIN.) PERIHETLI? HCADCR
POST CONNCCTlONS
(CARPORTS", OPEN PATIO)
N. T. S.
M1.IE.
SEE DCTAlL BELOII
tlHEN HOST STRUCTtK IS H4SD\tWy
, /0 X $/8' /I. HeAD SHS
THRu ROOF PAN RISER ON
12' CENTER INTO STIFFENCR
AT EACH END OF ROOF:
e' x i!' fIOST SHt1IIN
4-1110 X J' S. It S.
Pell fIOST IIITO
INTCltIOll $CIIC/I PI. IHeS
I' X i!' DPCN /IAO(
.oT"", Ff..ATC
. . '.-..,'....
.... . (/) J/4'" X if 1/4'
CONe. "-.. OR TAPCON
. 24' a C.
KICKPLATE OR CABAN4 SKIN (HIlt 0. 0/9')
ATTACHED 11/ POP RIIICTS OR liD X I/i!'
S. H. S. . 16' C. C.
eXT1lU1lCD Hl:AIICIf 11/ 1/4'"
X e 1/4' T~, r
o.c. STAGtiCIfCD
~
~
lit
i
I
MASONARY / HEADCR
A TTACHHENT DETAIL
N. T. S.
~
THESE STRUCTURES DESIGNeD 'MTH
THE 2001 FLORIDA BLDG. CODE
4c CHAP. 6 OF "'SCE 7 FOR , '0- '3' MPH ..
VELOCITY (.J SEe. GUST) EXPOSURE A-O.
VOID AFTER 2-'-05
0'" lITO NORRIS ENGINEERING
"2 COLEMAN RD.
WIN TER HA VEN, FL. 3.J880
(86.1) 299-1048 P.€. 32'86
NbTE.. STRUCTURES DETAILED IN
THE 2007 FLORIDA BLDG. CODE & CHAP.
(3SEC. GUST) (DEFLECTION = 7/80 MAX.))
Pg. 2-G
THESE PLANS WERE DESIGNED WITH
6 OF ASCE 7 FOR 770 up to 135 MP
REVISED 2/7/2003
.-
L _
.....,.~_~t_........._~_.....~,......_"'".... ,~<~"~'._"_"
..1IfT I
.. iiilIlV<t~ . .
'~'L* ~. r"\1'f1HJ
SPAN TABLES
FOR . TERLOCKING ROOF PANS
6' srC) FACIA
IMPORTANCE FACTOR lw= /.0 FOR ENCLOSED BUILDINGS
IMPORTANCE FACTOR 1.=. 77 FOR PARTlALL Y ENCLOSED BUILDINGS
ROOF PAN OCTAIL
PAN .1t MAX, SPAN AL/MINUM *. 9'Arja'. 9'Ar
IIGl6lI1AX. SPMI 'ItlHla ALLOY W/1-x." ',h"x.r.
9"-6- ~" '-0- H 28 "'-8- ,~'-.-
.026
9'-4- '0'-8- H 25 ,,'-..- I~'-O-
(1'0 MPH) WINO ReClON
'0'-4' 12'-0- H 28 '~'-4" '5'-0-
.0~2
10'-2" "'-8- H 25 ,~'-o- 14'-6"
..A.. - OPTIONAl. OUTSIDC EDGE SUPPORT,
[ -. K / 6' ST~P FACIA HATED III TH r _ _
r 1 I 2' X2' X. 040' XFULL -LENGTH 11/ T
~ I- - -- '10:3/4' HIN. S. H. S. ~ 12' a C.:
J OPT. 2'X3'X. 050' - 1)If L
~ (SEE DCTAlL BCLOII) I
_ t' VARlESJ '2" I
....
.~.]OF PAN REINFORCEMENT DETAIL
r r;T__. -1 r r~T r
· 2'x3'x. 050' 'TTACHED TO EVERY 3RD RISER II/II10x3/4'
S. H. S. ~ 12' C ~. (2- X3' X. 050' HUST COVER CENTER 2/3
OF SIHPtE SPANS. AND MUST BE CONTINUOUS OVER CENTER BCAH)
Irlpo,.tone. Foetor: I,,::. II
For ~fl Bui (ding
PAN JMx. SPMI AL/JIIINtM *. !PMI.I/AX !PAN
IIDIO MAl SPM rtlDfla ALLOY W/2"X~" ~J';':
9'-0- '0'-8- H 28 '0'-8" 12'-2-
.026
8'-'0" '0'-4" H 25 '0'-6" '2'-0"
(l20 MPH) 'MHO ReGION
9'-8- "'-4- H 28- '2'-4' '.'-0-
.0~2
9'-6' "'-0- H 25 '2'-0- 1~'-6-
'0'-10' '2'-6' H 28
.OZ, i---.
'0'-6 . '2'-Z" H 2'
("0 III'H) lIIMI RCCi,;xy
.
"'-70' i '~'-8- H 28
.032
"'-S' 'J'-J- H 2~
8'-6" '0'-0- H 28 '0'-2' " '-6"
.026
8'-4' 9'-8- H 25 .10'-0' " '-4-
(I~' IIPH) IWNO /ff;(il0N
9'-2- '0'-8- H 28 "'-6- '~'-2'
.OJ2
g'-O" 10'-4- H 2' "'-4" '2'-10-
,\
'0'-)" 12'-2" H 28
.026
'0'-0' "'-'0" H 2'
(120 ',PH) .vo REGION
"'-0' '2'-'0- H 28
.OJ2 ,.
'0'-8' 12'-6- H 25
,
9'-8" I ,,'_4- H 28
.021
9'-6' "'-0" H 2'
(l35 ,.".,.,) ItMU IfE:G1CN
NOTE,
1. MAX. PAN SPAN HAY BE INCREASED
6' FOR EA. l' OF a H.
(H€ASURED TO OUTSIDE OF CUTTER)
2. PANS HAY oVf:RHANG 1/4 OF SIHPLE SPAN
(UP TO 4' MAX)
3. '* SPANS H.4Y BE INCREAS€D 8' IF:
OUTSIDE E/J(jE SUPPORT IS USED' BOTH ENDS
;::;
~
THEse STRUCTUReS Df:SlGNeO 'MTH
THf: 2001 Fl.ORIOA 8LDG. CODe
4c CHAP. 6 OF ASCE 7 FOR 110-135 AIPH 'MNO
veLOCITY (.J SEC. GUST) EXPOSURe B.
VOID AFTFfi 2-1-05
'0'-6" IZ'-2-
.au
I 'rtf'-r ,,'-ro-
H 28
DA vtD NORRIS ENGINEERING
112 COLEMAN RD.
l-lER HA~ FL .llIBJ
(863) 299- '048 P.E. J2'86
Pg. 2-H
SHEET
NO.
H Z5 I II
DA 1ID NORRIS ENGINEERING
FL. P,E. #32186
4//?....... EVCINEERS. LAND SURVEYORS · PLANNERS *
I . PERMITTINC · DRAFTING . ~
~ 112 COLEMAN ROAD ~
WINTER HA VEN, FLORIDA 33880
. (863)299- 1048
MA~TER PLANS 110 up to 135 MPH (3 SEC.
ALUM/"UM PA TlOS, CARPORTS, SCREEN ROOMS, POOL
2
GUS T) WIND REGIONS
ENCLOSURES &- DETAILS
",~~
~,
rft.J .
',<li..: . .
~ ~
...
Uytll/C!W:3
14:35
ASH..EY 1=t.Lt1 J NU'~ ~ 18636662476
001
a::
~.,(), 716
Z'
r .MIA-MD
lWa..DlHG COOl COMPUANC2 OFFIC! (DCCO)
PaoOOCT CONTROL DlVIStON
MLUII-DADE COUNTY. Pl 0lW)f.
METRO-DADE fLAO(.E:R BlJ'1..OING
l~O wur rlACUJI S11l1U. SUr-II'U
MlAMI. Ft.()lID^ J:ll \0-1 S6'J
(305) 375-190' FfJe (]O~) ~1S-Z9Ol
NOTICE OF ACCEPTANCE-(NOA)
ABTCO A Lousiaan.Pacilic Co.
lOll! K.incey AveI\Ye. Suite 150.
H~nterlvWl, NC 18078
SCOPE:
This NOA is being issued under ~llppJiQbl~ rull'-S Ilnd rcgul:1tions governing the usa ofconstructiOl1 tmtcri:Js.
Tho docu~tion I\Ibmitted Iw 6CcQ ",viewed by Mi:uni-;D:lde County PrOduct Control Divi4ion;wi nco:pccd
, by tho Bcwd ofSluIc.und Appc:1Is (BORA) to be used in Mi:uni O:ade Count}' and other:lf'C:1S wherc aJlowcc b~'
&he Authority lbvioa Jurisdiction (AHJ).
This NOA slWJ noc be vulid o.fter the CltPlr.uion 6lC .staled below. The Mi.1n\i.03de Counry Product Coouol
Division (In Miiuni Dade County) and/or the A.HJ (in arw other ~ Mi~i D~ County) resavc 1M ri~ ~
b:avc this product or material tested for quaJiIy a3S\trince pUrposcls. If this product Ot mntcrW fAils 10 perfornl in
ltoo acccpud 1NnDCt.'the manur~U'Cf \,nll incur the expense of such testing and the AHJ m:ay irNncdi31cly .
revoke. modify, or suspend &he use of such produ C. or Jn3lcriai within their jurisdiction. BO RA ~ the r, ght
to revoke this aceeptaDCi, ifit is dctennincd by Mi:uni Dade County Product Control Division'~ this proch.:;t 0(
nwcri:U 6illrto "Axct the rcquln:menLs o!thc ~ppli!:able building code. This product is 3pprovodas described
hacin. and Ms been designed 10 comply with the } :igh Vdociry HumQIIC Zone of tho Floricb BuUding Code.
DESCRImON: MrrCO Vinyl SidiaC'
ApPROVAL DOCUMENT:'Dnw1ng' NoS-205 0, SheelS I through l' on,' titled ~ABTCOYUlyl (pVC) ~(fiDg .
Traditional I:. Duld\ Lolp with Double E.'(posurc"lalcd 03/1:5/00, with WI revision on 03/0.5102, prqxartd by R W
BuiJ~ Consult.lftls. Inc. signed :1nd sclcd by L F. Schmidt PE., bc:1rillg the Mi:uni.Dodc County Produ!=l
Control Appro~ mmp with the NOA number Iud <tpprov:11 d:llC by the Miami-Dade County Product Cono Jl
Di\'ision.
MlSSlLE IMPACT RATING: Lar"lc Dn'd 5m\lll Missile.
LABELING: E:u:h unit sluJl beat :1 pcm~l bbel with the ~ufaClurer's n;lI\lQ or logo, city, ~bIk:;uxl
following IUU:mcnl: -Miouni-Dadc County Produ.c: Control. Appro'<tc.d". unless otherwise noted herein.
RENEWAL oftbis HQA shall be (OfUidc~cd a1\cr 11 renc\\":ll opplic:u.ion h.'u bcCI\ flied ~d lhctc 1us bccu PJ
clwIgc in the applicable builcUna code neslltively "frccting lhc pcrfo~cc of this product.
TERMINATION of this NOA will oc:eur after tr.c e."<pinlion dJIC or if there h.u been a revision or cbot<&d :n the
lJ'GlCrWs. use. and/or m.1l1uf'ucwrc otthe product or process, Misuu of this NOA IlS an cndorsc:ment of~y
product. Cot so\1u. ~si.ng or MY other pUrpo51:S sMlI ilutOnutiaally tennirutc this NOA. Failure to comply
\vidI any section ofthiJ NOA sh:1Jrbe C:1USG for letmil101tion l1I\d rClT\OvUI ofNOA.
ADVERTISEMENT: The NOA number prcc.cr.'.cd by the \YQrw Mi:uni,Oadc County, Florid:1, :uxi follrjWc.d b)'
the cr<pirouion dm IJ1:lY be displ<l.ycd in :tdvcrti$irg Iilcr.lIUrc. If nny portion of the 'NOA is displ~yed. lhcn il ~
~ done in iu entirety.
INSPEC110N: A copy or this entire NOA sh;ul \lC pro'lidcd to the user by the m:ll1uf:lCturcr or its distribu! )($
and sh:1l1 be il~ilj)ble for inspection at the job site 11 the request or the Building Official.
nUs NOA rcv~ NOA " OO~l) 12.02 :llld cDcuisls of : his pA4;c I~s well 0lS :lpprovnl dOCUlllcnllt\ClIlioncd ;above.
The subcninod documcnulion wns reviewed by CA:1dido F. Font PE.
.. .....
8
NOA No: Ot~2').~
[xpir;ltioll DUIe:: Dc:ce..ber01, 2,lGS
Apl)rovoal D:ale: April':, l'}O1
l'lI.r:c I
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Nt... ... CA-'GION ASIIL2Y Y!NYL SOPPrt eompIiII whb Ihe lptCiftoaDClIII 01:
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CA~ ASaIY VINYL SOffIT t L~'" WlM');; ar.... ....IDUUI'-a .~A. "I.
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June I J, 200 I '.' .:.:~,::j '~': :?:',:. .
Report NumbCr1.6 .,;~ '.;','.-. :f;,;.:
F'I N b 0 l {I-i \"4~' h .:
Ie um er 1.-135 :'3i~'~:::~~{{'d ;".' ..
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Witnessed by: ".,.~"-~~'}:".:tNESl~TION TEsTING LADORATORy,INC../':Yf::",'" ,
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Ralph Rodriguez (1\.:"""'< ,'. ~{*,;:..\~~t~~~\.~.\.. ftr?i~r{\:"\~~;~~~n~',). ::.'..........\.... .
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Page: 20f3 '
Report Number. '
.:) 'weePholes:
~r.tORANDEX
.CTtA-809W-2R
Sash and screen re:aining leg notched .500" x Ig. ht. each sill comer. -
Muntins: None
Reinforcement: None
Additional Description: Unit tested had a sii; height of 1.940" drawing # XFLA 3K
Screen:
Installation:
Surface Finish:. .
Paraaraoh No.
2.1.2**
t'
2.1.3/4,3-
2. 1.4.214.4.2
2.1.8-
2,2.2.5.1-
_ 2.2.3,5,2-
.~ ...-
Insect screen with p:astic comer keys vinyl pull tabs, fiberglass mesh, and vinyi
spline. Two (2) reta;ner springs.
Test specimen was fastened to the w)oden test buck with eleven (11) # 10 x
1,75" P.P,H. screws, Three (3) in the head located 6" from each comer and at
center span, Each jamb was fastened with four (4) # 10 x 1.75" P.P.H., SMS.
located measuring from head to sill 4", 18",32", and 46". None atsil/.
Bronze
Performance Test Results
Title of Test
Air Infjlt~tion
_@ 1.57 psf
The tested specimen exceecis the performance requirements in AAMAlNWWDA,
101/1,5,2-97. Results recordrc:d in two (2) deci nals at the clients request '
Test r-,1ethod
ASTM E283-91
Measured
.05 cfmlft2
Allowed
.3 cfm/ft2
Water Resistance
5.0 gptlft2
WTP=6,7S pst
ASTM E547-86
Four (L) five minute cycies No Entry
ASTM E331-96
Fift~er, (15) minute cycJ.? No Entry
No Entry
No Entry
Unit tested with and without :,sect screen
Uniform Load Structural
Permanent Deformation
@ 67.5 psf Exterior
@ 67.5 psf Interior
A.STM E330-90
Ten (10) second Loading
,023"
.008"
.198"
,198"
(
Forced Entry Resistance
TestA
Test B
Test C
Test D,E & F
Test G
.\AMA 1302.5-7 €
0"
0"
0"
0"
0"
~"
~"
~"
~"
~"
Operating force
P.NSUAMMA 101-33 10 LBS
t"STM E987-88
35 LBS
Oeglazing
Top Rail
Bottom Rail
Left Stile
, Right Stile
(70 Ibs)
(70Ibs)
(50 Ibs)
(50 Ibs)
,l~
2,8% (.014)<100%
2.6% (.013)<100%
, 1.4% (.007)<100%
1.2%(,006)<100%
W fe
IL " __
, " ,,-,.
-Reference to CTLA-809W -1 R
~:')
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.'
CERTlFIEDFSTlNGL ABORATORIES
CTLA-809W-2R
December 19,2001
January 28,2002
Architectural Division · 7252 Narcoossee Rd. . Orlando FL 32822
(407) 384-7744 · Fax (407) 384-7751
Web Site: www.ctlarch.com
E-mail: ctlarch.com
Report Number.
Test Dale:
Report Date:
Client:
J
STRUCTURAL PERFORMANCE TEST REPORT
NORANDEX
4504 - 30th STREET WEST
BRADENTON, FLORIDA 34207
Product Type and Series:
. , Test Specification:
~ ,;
Frame:
VentiJators :
Weatherstripping:
Hardware & location:
SERIES 437 SINGLE. H~NG ALUMINUM WINDOW H-lC45
(53" x 51" *)
AAMAJNWWDA 101/I.S.2-97 ''Voluntarj Specification for Aluminum, Vinyl
(PVC) and Wood Windows and Glass [joors", .
Test Specimen
The flange frame measured 53.125" x 50.625" overall. Coped and butted
comer construction, The header jamb comers used one (1)-# 6 x 1" P.H.
S,M.S. fast~ner. The sill jamb comer employed two (2) # 6 x 1" P.H. S.M,S.
fasteners, The fixed meeting r:lil employed two (2) # 6 x 1" P,H. S.M.S.
fasteners into each jamb, The si/l riser was riveted to each jamb on the interior
surface.
The active sash measured 50,5' x 26.2~j" with a clear lite measuring 48.5" x
22". The active sash comers wue fastened with one (1) # 6 x 1" P.H., 8.M,S.
fastener. A fixed light glazed at tle top with a clear opening of 48.5"x 22".
A single strip of center fin pile wi?atherstip ,220" high was used in the fixed rail,
and left and right stiles, a .312 c.d. bulb vinyl was used in the sash bottom rail.
A block and tackle balance system was l!mployed. One take out cUp on the
interior of each jamb track 5" from frame header, A rigid vinyl sash st~p was
located at the top of each interiol jamb track. An injection molded plaStic sash
guide was used at the top of eaC~l sash ~.tile. One (1) metallic earn lock were .
fastened to the sash meeting rail mid-sp:ln locking into metallic keepers
fastened to the fixed rail.
. Glazjng: - DSB annealed glass, interior glazed usin'J a silicone bedding compound and
rigid vinyl snap in glazing bead. .
se.. alant: L-JJ1' , !-1: A,narrow joint seam sealer was used on jamb sill comers, A foam rubber
. ' / gasket was employed at all four main frar ne comers.
.' ~I ./. .
.'
,.
. page:.3,Of3 .:' NO~DEX ,
.. Report.Number:. ~'CT1:A-809W-2R
t)':estCompletlOn Date: D~ber 20, 2001
Remarks: Detail drawings were available for laboratory records and comparison to the test specimen at'
the time of this report A copy of this report along with representative'sections of the test
specimen will be retained by CTL for a period of four (4) years. ~e results obtained apply'
only to the specimen t~sted. .
This test report does not constitute certification of this product. but only'that the above test
results were obtained using the designated test methods and they indicate complianeeWith
the perfonnance requirements (paragraphs as listed) of the above refe"~ncedspecifications.
Certified Testing Laboratories assumes that all information provided by the client is accurate
and that the physical and chemical properties of the components are as stated by the
manufacturer.
Certified Testing Laboratories, Inc.
Chri~opherBennett-.
Lab Manager
t'.)A~itectural .Division
cc:, NORANDEX
,A.LI. .
Ra,mesh Patel, P,E.
File
(2)
(2)
(1)
(1)
lJ4
Ramesh Paiei, P.E.
Florida Reg. #20224 .
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ANCHORING CROSS SfcnONS
FOR 2X BUCK TO MASONRY
DOUBLE' HUNG
." YlNn WINDOW
Simonton WIndow:
One Cochrane !\'ve-ue
Pcnn:lboro. 'NY 26.; 1 5
PH. 800."26.2:: +g
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