HomeMy WebLinkAbout00-9662
BUILDING PERMIT 09662
CITY OF ZEPHYRHILLS Permit
(813) 788-6611 Date ~ /7/00
5).~
BUILDING
ELEC~ICAL
PLU~ING
MEC~NICAL
Sewer Conn
Water Conn:
Property Owner: --.l:! ..t ~
Job Address: '5 7 (. l( ., rJ/l.v() pt.'."..f-
Parcell.D. # D 1- J~ ') I, tJ t ~ V
T", -ler r*-I-e
\)1'.
0000 CJ - 0077
Water Meter:
T.I.F.'s:
~^~d .
,
Radon Gas:
DF' ~'~~c.~(
t,. -~
Zoning:
Descriotion of Work
Energy Code:
(~r tJ~. .J ,
I '
NO OCCUPANCY BEFORE C.O.
FINAL
CjJ- "7 -6 /
DATE
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
c.o.
DATE
Valuation or
Contract Price
')L(SO.
,Do
Inspector
Permit Fee )"'1. "(! .l1.-
Signature ~ ~-~."-,,,Y--
Company
Addres~ I ~-"\ ~ ')... - d- ~ ( If
Telephone#
City License Registration #
State Certified License#
ALe .4(u~
BUILDING ELECTRI AL PLUMBINC MECHJl NICAL
Ftr. 3Jtdoo.;, Sf... Tp. Servo SLB Breakers
Pre SLB Rough In I Tub Set Ducts Insl.
lintel Meter Can I Water Compressor
FRM. Const. Pole I Sewer Final
Insul. Cl Pool 1 Final
WL Pre-Meter
Final
Driveway g.~ 2. ( -l> & :if7
~~ a-3o-e)O ~ IC-
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of Fifteen and 00/100 Dollars ($ 25.001 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.
~8/2g/20ae 07:56
727-856-0a20
~RNASOO TESTING LAB
PAGE Iji
JCHR '!:U
HERNASCO TESTING LABORATORY, INC.
Matmals Tuli", aM E",ineerin,
P.O.BoJl 5287 . Hud4Ion, Florida 34874
(727) ~. (3e2) S88.'OI2. FAA (727) 8!56-Q020
fJ()HN S:lJ
Job No:
Sampled By:
Date Sampled:
Date Reported:
007.26287
Jeff Novak
812512000
8/29/2000
Project:
LocatioD:
CHeat:
Material:
Sampled From:
37645 Newport Dr.
Zephyr Ridge M.H.P.
Funnell Paving
Fill
Compacted Porch Pad
nELD DENSITY DATA
DRY PERCENT PERCENT
LOCATION DENSITY MOISTURE DENSITY
Raised Porch Pad - Stem Wa11- Finished Fill Grade
3' South of North Wall & 6' East of
Northwest Comer
PROCTOR
UDJ)
107.4
12.7
95.8
112.1
3' North of South Wall & 9' East of
Southwest Comer
106.5
10.2
95.0
112.1
c: Funnell Paving (2)
JN/rjp
E? ~ I'" <r to 10 ;l.
L J~~T."-";'Pi.t 11117 (
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pA!tctL t:b.' o~:.- ~fo.~ ?--,- DI30 -D()~()'" 0 07.7 (OBTAIN FROM PROPERTY TAX'NOTlCE}
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----11/' _' of Uults --It/II
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~esb.utant fr IIcalLl. IJclJarl.ent Approval
IJESCRlPtlON OF WOlUtt ~fltd -1L/ j)~
DUILblMU SiZBt I; Jl ()8. 69~ SqWlt@ r4!et. 9 I Jleigllt
RRSIDENt1A.t.i;.. AttAt.'t. (2)I'Lbr &tws . & (2f SEts 0' BUILDING PLANS'1i (1) SBT' ENERGY FORMS.
cottHkRUtAL I ;,ArtAt:n "(:n$t1'S~tJl'j.lutlJJlN(fl'IANS A (1) "slrt"ENERor:1FORHS.' ,I l
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FllushU tra.oo.".UlVAfl0IUh~~:.~L~' ,r.t'1..." :"ltl'1'ltUJEct. l.."rl.OOD~:tONB' AREA! < J ,
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Other
BUILDER
7'
" .. OOHPANY
state Cerl. or Real8t. ,
_ tItt Lic@n8e Registration ,
~.,"~""'.'6'66'.'."'6'."t....t""""
EI.BL'TRlC ~ 41
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. ,I ' , .; ,. tlItIfANY r
.; ;,.."td.tetett:. ot'''lteai8t~'''
dlty Ll~en8e ReA18tration ,
..........................................
I'LUHBBR
Si8lUltu~e
OORPANY
. ,stllte C@rt. or Regia t. ,
, aHr tlcen8@ JtcglstraOon ,
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,
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nBClIAfUcAL
Si8natUte
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COMPANY
.st~te C~rt. or Reg18t. .
VIlT Llcenae Itcglatratlon'
.......,..............,...................
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P'IIIER
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Sigllature
"', i"J "If l'\ ~i',i
^PI'I.IC^TION APPROVEIJ BY
PERlUT OFFlC..:R.
'.' COHlJ.tT:1aHS~O","~I'.nH.t't"lAf"FIDA VIT
1\. HOT:1CB Olt V,gBlJ JUis-rnlt1.tUH$,:'tf~l\r,~'4~1.~;'l~..~,.' '.... v'
fhe under.Jgned ander.tend. t...t till. "djt".r''''''''''Jec'ilto~,'UllrJC:Uonl. wblch lar be lOre restrictive Lhan Cily
If!gul.UOd'. tilt Uftc1ft.J...... dIlHfIJI"UUtfori.U tflU. an, applicable deed reltricl1on8.
.. ,\;' '" .. ~. '~
. . ,.. ,'.;'
Furlher~ri~ if the owner has hired. tonlraclot or conlracl6tl, he 18 advised Lo hi'S lhe contrBctor(l) 11gn portJonl of Lhe
.conltftlor 8ettl..' of '~I' .ppHnUm f<<lf IfIIlc:h the, ,dll .. t'.pon.lble. If you, a. the owner .Ign al the cont.raclor,
you ar@ Iddlc:alJng lhat fbU.t.thlr lh.. the tdnltatlot, itl r"~.lble.tor'lhe worl. If the contractot vllhP.o you'lo 81gn
81 rontr.ttor thal II' be In In4ICIlIDd tbat b. J. not properJ,'lJeen.ea and i.nut entItled to perlltllng prl,llege. In the
Cll, ~f lephythlll... .
c. T.RAHSPURTA'tlOH IMPACt FEES AND UT.lLITf CONNECTION' FEES I
u. CONSTRUCTION LIBN ~AW · (Cun~TSR 113~ VLonIbA.8TATUTES, AS AMENDED)
I certjt, that I, lht eppJlcentt he,. been prOfI'" ,llh I eGpf uf '~lorJdl" tonllructlon Ll@ft tal - HOIeoIner..'P~tectJon
Culdll" prt!p.rlM1 b, th. tautJd....tbflt~of:AtrJc:uU.r. ......t.-r Affalrl. If U...ppllcant I. .onone other than the
.owner.. I eerUI, lhat I.... obt.lnH I I:Opt of lilt .bote ".etJbtc1 doc:uHnt and prOll.."Jn good faIth to dell,er It to the
"olfJlltr' prior tit toIIIt~nt" i ,:. ... .
E. CONTnACTOntS/OWHBRtS AFFIDAVIT
I certif, that all the intortlilon in t... .ppllcation I. ItcUt.t, and lhat all worl wIll be done in COIplJance wllh all
BppHc8bhl Jilt. UguJ,UIIf c:onelntU.,' .anln't ana 1_ ,........t.
Ilppllcallon I. "rib, IIdd td,.ttl.. per.l' t'tdo IOr.'I~:.III~UltJon a,' Indlcaled. I cerl~f, Ulat. nu "orl .01' ,
lnlltaU.Uon till' t_II,*\'d6r."t,~_, .l;!,~ot~. PI, d, Ih., '~~" ~ ,~~.I~i.," r"i.Ul",:..r.fOdld~~", .".t, ,.tIdc1arc1lfOI all:1a..
requlaUII9 tOII.trucUtJn; tilt ~,~~.:~I~U~..:,...'J. ....l~.t~l'ei1IJ.lI.,allii'~Ju~l.dlcUon~.l~tJa..o"
certUrlltat I u.r.llnc1tti.l'tbt t",teUCil.'&t c.tfllr"OO1tfilAiaI1oo_1u' "".pplt'to 1th'''lntem1ec1lfOrt, and lhat It is
If rl!lpottllblllt, lt) lc1dlU, .t'.tU_;lt_tt.tIh~t.o~,..~_l1.ntl. 8uch agencl.. lncluc1e but are,not U.Ued to:
t DepartMt of Indr....tal _laU. .., tr.t'h IffWMI. Rtl., At... anc1lntlrorileJltallf Senlltty. Lands,
, ;,. ','.,' !';I;: "'J:W.t.er/lftIlIl.lu.J'lItalnt
t southwesl 'lodd. If.let t'lJlttdc~ .i "'U.,"'~,;ttH".,.....,.,. VIIU.nel Arl.l. Altering Watercourses
t IIr Cor of ~ ' 't" tlled_bl.' 'atll1t.,. ,
· Deparbenl ., '.' Dlt61 ,.~hri ciY,~,""Jt_W."'lU.' Oall - IIell.. lI.stnater Ireallent, 'SepUc lants
t US ladr..-lIl"r. jl.". .lItIl-.t "'.' '
J aho c:t!rt If. IIltr '''I.'ld'bt''b.tf~IIt'.I~''Ictft'''A' or 'A,tb:.., It II understood that a'dralMge plan
8ddrellllnq It 't_n..U".to."~;~ttUlbe .abIIlU",~bl~\JI,rtpar" b, a prolelllanal engineer registered In the State of
'Iorlela prior tet IN!t.lt....UMet... ' ' '. ".'.
. "perIUb.aed ..II11 hi t'dItittWc1.tirtit::~ .lle:etiie to prljtltd'ttUh thllfOrt Bnd nol a. authorltr to,lolate,cancel aller, or
let aslelt an, profl.l..,l t.M~~etIduf",;IIO~"'U:~' of . perllt prlfenlU.t'BuJldlng Olf~clallrOl thereafter
requiting. totttc!U.. 01 'ttot.".. ~p"'_ltIHl.~tJt 91DllUone 01' an1 toc1t. ,1'lrt~lIfrtllt' JI.IIIl1~...U"" ,lllfalld
unl".1 the ttorl Ittt....t1~bt....,lptt..~j~.~~, ,. ..~lW....J, ~~ ~f .1~.uance, orlf worl lathor"" bJ Lhe perllt Js
IUlIp@flC1l!t1 or .~<.M.fl.Jod of;.Ia,..(,.~tbrlfitUII.U.. tfOfl'Jd'~ntM. One 90 ela, elten.lon of UH, lal be
allOlle~ r<<lr l...,....~, ,rei .,tve:Ctf...al....~'M*'l~~l1 te requ'ltec11n rdUn9 to lIJs Building Offlclal. An
Brpro,ec1ltllpttU...._~c1dtlngitaEftltWtPIIQIIPttt.lht project will be tonoldered i1banc1oned. .
""RIUIIG to ! 'ltIf'I.... toiRItURD.lA!lOtltl. 'IIA' ItllUr,r I , R PAf.IIG "'lei FOR J"PROVBllIiIlTS YO YOUR
PROPlm. It' .. ", ;I~~.'fot'" >:-.:srA~ v. RI~~"li IOOR lIorl~\O' ~.
,.ff.. .. ,.4, "(1."" . ,'.\f'....,'",if,..t", ,:,\"'!~t'
, '.. ~ I .
I:
srAfl OF FLORIDA ~.iL 0 ' ' ~ .. :. MAt' U, MIDA ~.d (' C CJ
count OF -f/ t!!'( \ tuIm 0' r// 'J
Tho torl!9oin9 in.ttuJldnt",1I11~~JulOWl!,dg!.~:.~;'rh. foregoing instrUllent was 8cknowledg~~
before 1d8 t:hili 1J"w.5'f",5 ,!;)f~ .hi ,. . ~ Jt.lorA ..e thin /I~/A I 3 , ~CJO by'
(11) &1" ,I- J/~ Y' '. ~.. ., .' ~..JYr/ J:,~J . " ','
who s d-ernonR1l1 known to, lie or MhfJ ha.ii t'c~.~.tMho s ~erBOnaUY known to me or who has
produce "' , 'lItoduce . . .
dB IdenHflcatiun and "he cUd/dId taut , f, ~.'! at" Id@hUficaUon and who ot .
td~ a' ~.., , :..:t.kll OlItb
(Slgnature) p .!..It..l~lgnature).
~RB eAtjKLli_
TName Ty e t.. 1" t.8.I~D 9l"~d ,.. ". (thlJlle Tlpe~ ,.P1N\nr\rwelic~atttFMlD )
lUOTARY p" '\,; Notary ~ubllc, StateOf.t'kll'lda .... · . .. . !tOTAHI . .PUnLl~ My Comm. Exp. Aug 31. 2002
'1 ~. I. My Comm. Exp. Aug 31, .2002. ,.. , · .' ^ . " ,~\- ",/ Comm. No. 771791
";';"Oi';'~~~~ Comm. No. 771791
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AG6- I\UJfM-.
'3 7 ~ ~5 p...)~ rt5tV/
t (
~Io, ~
ffLu~. p~ a- ~(l.:n(~(\'1
SQ. FEET PRICE .
MAIN OR LIVING AREA $
OTHER AREA UNDER ROOF $
OTHER
VALUATION $
BUILDING: $ ~ 52.. s~
CREDIT: $ AlIIT
ELECTRICAL: $ /'JIlT
PLUMBING: $ /J}fr
MECHANICAL: $ rJ)tt
bqb ~. H RADON $ ~ ,cr!o
-z::;; '"TAt- :::: ~ 5'1. If '-
TI F'S ,I $
I'MICE!. I. (),
a3
...-
SEe
SlTP. l'lJ..H
. (IlP-SIDF..NTlAL USE OnLY~
~
T\H'
1'110 I' Ell TY II E.J\S 1I 1l/.!J11::tH
CIlIlillXI' ()~lHms
;Z\
lUlU
0(30
.
5UllIJ
QCOdO
"LUCK
CfJ77
un
U^TE
All drD~l"B~ 011811 bo drawn to oc~l" for 011 pareols or loto flve Beros or legs.
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38525 2nd Ave.
Zephyrhills, FL 33540
ACE
ALUMINUM & CONCRETE, INC.
Job No.
Phone: 1813) 782-2616
SOLD TO P~1'
ADDRESS L()T 77
SHIPTO Zf5/pYXtf'Jj)f.)/~
DATE 9" -:1-- 00
PHONE
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PERMIT
PRICE
.
TAX
The ersigned agr to pay TOTAL PRICE --.-------
I ALLERS IN FUL N COMPLETION DEPOSIT
~..-
BALANCE C.O.D.
-? '75-- () 4:)
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Rep.
Cliltomers SiptlJre
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VARI ES
6'-0'
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~K U1' VALL
UNlJCR Nl:BI LE HDHE
.XUl' CELL RLOCK
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NOTE' FOR HEI GHT ( 32', C. 6. PI ERS
. .' -0' a C. (NA)(.) ARC ALLOVED
FOR HEI GHT ( e..', 1 e' VIDE FOOTER &
C.6. PIERS. 10' -D' a c. (HAX.) ARE ALLOl/ED.
5/8' REBAR
FROH FOOTER
I NTD SLAB
THRU CELL
BLOCKS.
6/-0'
6/-0'
6/-0'
VARI ES
RAISED SLAB PLAN
M T. S.
6X6 '10/1 0 W. V. '"
OR FI KRHCSH
1 NOHI NAL CONCRETE
--r 2500 psi HIM
STRUCTURES DETAILED IN THESE PLANS WERE DESIGNED WITH
THE 1997 STD. BLDG. CODE w/ALL REVISIONS TO CHAP.I8e6/
(D.L.+20 PSI / L.L.(6 = 1/80 MAX.) 100 MPH WIND VELOCITY
HDRTAIi KTVEEN
lJRICK AND lJLOCK
S' XS' Xl 6' CELL
RLDCK " MAX.
HeIGHT.
Fl NJ SHED GRADE
NOTE'
FOR HEI GHTS > 55', USE SOLID
C. B. BACKUP VALL (NO PIERS)
'APDR 1MRfIl ER
CLEAN CDHPACTED Fl LL
SOIL To,n STAN1JNiD
lENSI Tr.
PI ERS
(1) '5 RE~ PER
COLUMN . " 0. C. MAX.
I N CONCRETE FILL IILK.
(J) '5 REBAR CONT.
THIS STRUCTURE HAS BEEN DESIGNED IN
ACCORDANCE WITH THE '97 STANDARD BLDG.
CODE WITH ALL REVISIONS TO
CHAPT. 1606 FOR 110 MPH WINO VCLOCITY
VOID AFTER 2-1-01
TYPI CAL SECT! ON
No T. S.
DA VlD NORRIS ENGINEERING
112 COLEMAN RD.
WIN TER HI. VCN, FL. 33880 P g. 2 - G
(863) 299-1048
DA VID NORRIS ENGINEERING
ENGINEERS · LAND SURVEYORS . PLANNERS
PERMITTING . DRAFTING
112 COLEMAN ROAD
WINTER HA VEN, FLORIDA 33880
(863)299-1048
------
>ECURE ALUM. PANS
~/ 1'0 X 7 7/2" S.M. S.
, 5 o.c. INTO 2 X 4 PLA TE:
51-OPE
~II'"
1/"- /fT.
OPTIONAL SHEARWALLS FOR:
UTILITY ROOM
SECURE ALUMINUM PANS TO TOP PLA TE:
OF END WALL W/ "0 X 1 7/2" S.M.S. 2
12" O.C. (AND SECURE END WALL VERT.
STUD TO HOST STRUCTURE W/ "0 X J"
. 12" O.C.)
NOTE: ONL Y SHEAR WALLS It LOAD BEARING
WALLS REQUIRE HURRICANE STRAPPING
HURRICANE CUP T. It B. OF Ell WALL STUD
. 24" O.C. (MAX.)
USE SHEARWALL STORM BRACE-X PI. TTCRN
'MTH M.H. STRAPPING W/ (1) Id . CA. STUD.
(OR)
USE STORM 8RACE 7/8" THERIIOPL Y It NAILED
PER MFG.. SPEC'.. W/ HURR. CUPS PER ABOVE:
SEE FTG. DETAIL
PAGE 7-H
NEW OR EXISnNG
4" 2500 PSI CONC. SLAB
SECURE ALUMINUM PANS TO TOP PLA TE
OF END WALL (AND END WALL VE:R77CAL
TO HOST STRUCTURE) W/ /10 X 2" S.II.S.
. 24" o.C.
.1" STRUCTURAL ALUM.
ROOF SYSTEM (TYP.)
" --- BEAM
A TrACHED . T4dJ W/ CAPRI CLIP
OR CAS'n.E CLIP (SEE NOTES BELOW)
2"x2" POST (SEE CHART Pg. 7-E)
MAX. 6'-0" SPACING
8'
MAX.
DBL 2"x4" TOP PLATE:
(1) 2" X 4" (IF CONT.) SECURE ALUM. PANS
2"x4" WOOD STUD W/ (.1) '70 s'M.S./PAN . 5"
WALL 24" D.C. O.C. (TYP. . EA. END)
5/8" T11 1 WOOD SIDING OR
VINYL. OR ALUM. SIDING OVER 7/2" PL Y. W/ 8d
. 6"/12" O.C. EDGES /INTE:RM.
de " oJ" D.C. TltB It ALONG ALL HEADERS It PLATE:S
(FOR SHEAR de UPLIFT) REPLACES HURR. CUPS
.1/8" DIA. CONC. A.B. OR 7/4"" TAPCONS
.24" D.C. (2" MIN. EMBED.)
2"x4" P. T. WOOD PLA TE
.: ",' ~'.
RLlN (OPnONAL - 1" X 2" PURUN)
ALUMINUM OR
VINYL. KICKPLA TE:
SEE FTC. DETAIL
PAGE 1-H
1" X 2" OPENBACK W/
7/4" DIA. CONC. 1..8. "24" O.C. (MAX)
(1) A.B. . EA. POST (2" MIN. EM8ED. - TYP.)
OR 7/4"" X .1 7/4" TAPCON
i 4.','... · ..... l;' .. * FOR IAlOOD DEC''''
. '1.".~.f".'."~'I""':'.' rrl "
~ .' :~" .~ :.: (SEE NOTE BELOW)
III' .~ . ..
I 8" I NEW OR EXISnNG
4" 2500 PSI CONC. SLAB
w/UDNO. FOOTER (TYP.)
1-#5 CONT (TYP.)
SCREEN ROOM DETAIL *
UTILITY ROOM DETAIL
(NON-HABITABLE STRUCTURE)
ROOF A TTACHMENT NOTES
* FOR WOOD DECK: USE #10 SCREW
X 3" LG. (THRU WOOD DECK INTO
BEAM OR HEADER) II 24" O.C. MAX.)
USE (2) 110 X 3" II EA. POST
CLIP A TTACHMENT NOTES
FASTENER TO BE DETERMINED
BASED ON CONSTRUCTION OF
HOST STRUCTURE
110 S.M.S. X 1 1/2" C 8"
O. C. INTO WOOD
JJB.
(2) 110 C 16" O.C. INTO WALL STUDS
JJB.
(2) 1'0 X 2" C 24" O.C. THRU
3/4 (MIN.) FASCIA INTO TRUSS OR
RAFTER TAILS
JJB.
7/4'" TAPCONS C 8" O.C. STAGGERED INTO CONC.
W/110 S.M.S. THRU REC. HEADER INTO PAN BOTTOM
1:JIJlIi.. 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
CAPRI CLIP:
USE (2) L 1" X 1" X .060" W/ (2)
#10 X 3/4" TEKS INTO EA. FACE
JJB.
CASTLE CLIP:
L 1 1/2" X 2 1/8" X .050" REC. CHANNEL
W/ (4) #10 X 3/4" TEKS INTO BEAM OR OPEN BACK
&- (2) #10 X 3/4" TEKS INTO EA. S.M.B. OF COL.
THIS STRUCTURE HAS BEEN DESIGNED IN
ACCORDANCE 'MTH THE '97 STANDARD SLDG.
CODE WITH ALL REVISIONS TO
CHAPT. 1606 FOR 110 MPH tHND \lE"LOCITY
VOID AFTER 2-1-07
DA VlD NORRIS ENGINEERING
"2 COLEMAN RD.
WIN TER HA \lE"N, FL. 33880 Pg. 2 _ E
(863) 299- 1048
ItOOD STUD
P. T. PLA TC
GR'D
\l
.,- :.'~~<~'~.;">~:' ~.~; :.~ '.: ~'. '
(MIN.) .. - ." .,~. (TYP.)
~
WOOD CONSTRUCT/ON
2500 PSI CONC.
W/ (1) 15 CONT.
.'........}
...... ....
. ...,..
. ".....
j'..;" 12-
:.~ <
.'. .:." I
. .., "4 4
~ RIBBON FOOTING.
(FOR SCREEN ENCLOSURES)
1" ........'. :.~..
. .. ....
...., ,'.'. .... ,'.
8- ":i';,:~,~:~<,
12- ..I
2-
T (MIN.)
.019 ALUMINUM
(MIN. 2- LAP
FOR VERT. JTS.)
WOOD STUD
P. T. PLA TC
GR'D
I....~:, \ I
~
REQ'D SOIL SEPARA T/ON
N. T.S.
s- X s- W/ (1) 15 CONT.
, -/F7. - 3-/F7.
:r/FT. - 6-/FT.
FOOTING DETAILS ADDRESSING EROS/ON
N. T.S.
, 0- 'N MIN. 2500 PSI CONCRETC 'Mm 6X6-10X10 W.W.M.
2 - MI. OR F/BERMESH (TYPICAL)
BEFORE SLOPE
I' .1 , ,':' 'XlSnN~ ~. ,
~tJAX' :.... ;'.' ....;
4: .......................
FLAT SLOPE / NO FOOTING
J-I/LOV
"1/ I L? 1)
MASTER PLANS - 110 MPH WIND REGIONS
ALUMINUM PA TlOS, CARPORTS, SCREEN ROOMS, POOL ENCLOSURES & DETAILS
DA VI D NORRI SENGI NEERI NG
DESI GNED TO . 97 STANDARD BUI LDI NG CODe
PER CHAPT. 1606 FOR 110 HPH WIND
EXPI RES AFTER FEB. 1, '01
Pg,l-H
SHEET
No.
1
~DG~ B~AM SPAN TABL~
MAXIMUM COLUMN SPACING --frJ/fh~ufur
ROl F PAN SPAN (INCL. FT. D. H. )
F'DGF" BEAM SIZE 4' 6' R' 10' 12' 1 ii' , J&.' , R'
2 X 2 X . 044 6'-4' 5'-6' 5'-0' 4'-6' 4'-2' 3' -11 ' 3'-8' 3'-6'
Pa tl 0 Ext. 7'-2' 6'-3' 5'-8' 5'-2' 4' -9' 4' -5' 4'-2' 4'-0'
2 X 3 :; . 050 8' -10' 7'-8' 6' -1 0' 6'-3' '- 0' '- , 5'-2' 4' -1 D'
PatIo xt. 1 0' -0' 8'-8' 7' -9' 7' -1 ' '- 7' ~ ' - 5' -10' 5'-6'
2 X 3 X . 050 7' -1 0' 6' -10' 6' -1 ' ~' -7' - ~, I' - 0' 4' -7' 4'-4'
TIt tExt. 8'-8' 7'-R' 6' -10' 6' -3' !5' -10' !5'-6' 5'-2' 4' -10'
2 X 4 X . 044 13' -4' 11 ' -8' 10' -5' !:1'-6' t/' -lCr t/'-;j' /' -)I' 7'-4'
X .120 S. M. B. 1 4' -8' 12' -10' 11 ' -6' 1 0' -6' 9' - 9' 9'-2' 8'-8' 8'-2'
2 X 4 X . 050 9' -10' 8' -7' 7'-8' 7' -0' o -0. O'-c. ~'-)' :t -6'
TIt tExt. ,n'-ln' 9' -7' 8'-8' 7' -10' 7'-3' 6' -10' 6'-5' 6' -1 '
2 X 6 X . 055 1 9' -0' 16' -7' 14'-10' 1 3' -7' 1 2' -7' II' -9' 11 ' -1 ' 10'-6'
X . 120 S. M. B. 20' -1 0' 1 8' -2' 16' -3' 14'-11' 1 3' -9' 12' -10' 1 2' -2' 11 ' -7'
2 X 7 X . 062 1 8' -1 0' 16'-10' 1 5' -5' 1 4' -4' 13' -5' 1 2' -8' I 2' ~O'
X .120 S. M. B. 20'-8' 18' -6' 16' -II' 1 5' -8' 1 4' -8' 13' -I I' 1 3' -~,
2X 7 X . 062 21 ' -2' 1 fjI' -4' 17'-10' 16' -9' 15'-10' 1 5' -0'
S. M. B. W/I NSERT 23'-3' 21 ' -3' 1 9' -8' 18' -4' 1 7' -4' 16' -6'
2 X 8 X . 072 20' -5' 18' -11 ' 1 7' -8' 16' -8' 15'-10'
X.224 S. M. B. 22' -5' 20' - 9' 1 9' -5' 18' -4' I 7' -5'
2X 9 X . 072 i!i:! -6' 20' -fjl' 1 )" -6' 1 8' -6' 17 -6'
X.224 S, M. B,. 24' 10' 23'-0' 21' -7' 20'-5' 19' -4'
.
-j i2' O/H (TYP. )
1/4' /FT. (MIN. )
~ ~
tl ~ )2' AL. ROOF PANS tl ~
~ ~ ~ ~
(.1 A:i (.1
~ ~ ~ ~
e:J I..j e:J
U SPAN u
SPAN
EDGE BEAM PLAN
CENTER BEAM PLAN
C~NT~R B~AM SPAN TABL~
MAXIMUM COLUMN SPACING - SIMPLE SPAN
CONTINUOUS
R[ 'DF PAN SPAN
CENTER BEAM SIZE 5' 6' R' 10' 12' 14' 16' 18'
2' x6' x. o 55x. 120 i i: :~: 1 3' -8' 11 ' -10' 1 0' -8' 9' - 9' !;I'-O' '- , 7' -11 '
Set f' Ma tl no Ext. 1 5' -0' 1 3' -0' II' -8' 10'- , 9' -10' , , R' -R"
2' x7' x. 062x. 120 I 7' -I' 1 5' -7' 13' -5' 1 2' -0' 11' - , 1 0' -2' '- , 9' -0'
SlOt f' Ma tl no Ext. 18' -10' 1 7' -1 ' 1 4' -8' 1 3' -2' 12' - , II' -i!' 0'-6' 9' -rtf'
2' x7' x. 062x. 120 21 -6' 1 9' -7' 1 7' -n' 15' -1 ' 13' -9' 1 2' -8' , -11 ' II' -4'
Set f' Ma tl ng Ext. 23'-6' 21 ' -6' 1 8' -7' 1 6' -6' 1 5' -2' 14' -0' 13' -1 ' 12' -4'
w/Insert
2' x8' x. o 72x. 224 22' -8' 20' -8' 17'-11 1 6' -0' 14' -7' 13' -6' '- , II' -II'
SlOt f' Mn tl no Ext. 24' -10' 22'-8' I 9' -7' 17' -6' 16' -0' 14'-10' '- n' 13' -0'
2' x9' x. o 72x. 224 e5'-e' ee' -11 ' 1 fjI' -1 0' 17'-9' 1 6' -2' 1 5' -0' '- , 1 3' -3.
Set f' Ma tl no Ext. 27' -6' 25'-2' 21' -9' 19' -!;,' 17' -9' 16' -!5' . , - , 14' -6'
DAVID NORRIS ENGINEERING
DESI GNCD TO ' 97 STANDARD BUI LDI NG CODE
PER CHAPT. 1606 FOR 110 MPH III ND
Pg, 1 -E
!:!!!If!.
VALUES HA Y BE I NTERPOLA TED FOR I NTERHEDI A TE LENGTHS OR SPACINGS
EXPI RES AFTER rES, 1, , OJ
(DPT.) 6' STEP FASCIA W/ //10 Xl'
'16'aC. DR
2' X 2' X O. 040
STIFFENER
NDTEI FDR OUTSI DE SPANS >
USE 2' x3' (VERT.)
OR 6' STEP FASCIA
(1) //10x5/8' W. HEAD
SMS. TOP OF
EACH RI SER.
~
SEE DETAIL BELOW
WHEN HOST STRUCTURE IS MASONARY
ROOF PAN
FOR WOOD CONNECTION
II lOX 1 -1/2' W. HEAD
SMS. THRU ROOF PAN
& BOX HEADER 5' ON
CENTER I NTD HOST
STRUCTURE.
l' X l' X 2' X 0.060'
ANGLE CLIP W/ (2)
111 0 X 5/8' W. HEAD
SMS. EACH WA Y.
BEAM PER DESIGN
TABLE.
TYP.
S~CTI ON D~TAI LS
No To S.
II lOX 5/8' W. HEAD SHS
THRU ROOF PAN RISER ON
12' CENTER INTO STI FFENE.
A T EACH END OF ROOF.
NOTE'
A T CORNERS USE (1) 1/4' DI A.
X 2 1/4' EA. DIR. fi1
l' Xl' X 1/16' X 2'
;ALUH. CLIP W/ (2) //10.
X 1/2' TEK SCREIIS IN
EA. DI RECTI ON
4-//10 Xl' S. H. S.
PER POST 1 NTO
1 NT€RI DR SCReW SPL/ NCS
l' X 2' OPEN RACK
/JDTTDH PLA T€
........ . .. - ......
2' X 2' POST SHlJIIN
2 X ALUM. COL.
(1) 1/4' DI A. X 2 1/4' CONC.
DR TAPCON , 24' a C.
INTERLOCKING ROOF PANS
ROOF PAN (ALLOY .1OD.J H 76) PAN MAX. SPAN
Sx MAX. SPAN Ijf1JiUII.
") ~
.026 .450 7.1'- 4" 76'-0"
.
Ir) < I
__ 1 't' VARIES-.....
I. 72" .1
.0.12 .608 15'- 6" 78'-6"
fI 't' - .0.12" [ .0.12 ..146 71'- 0" 1.1'-0"
I 12" I
NOTE:: PANS MA Y OVERHANG 1/5 OF SIMPLE SPAN, (UP TO .1' 'MAX.) SPANS MA Y BE INCREASED 2"
FOR EACH 12. OF' OVERHANG. CONSUL T AN ENGINEER FOR
GREA TER OVERHANG.
"" STRUCTURAL ALUM.
ROOF SYSTf:M
2" S.II. BEAM (SEE CHARTS)
(2) 1/4. 011.. x J 1/2. ST. THRU
BOt. TS
" 1/8" X 1 1/2" X 1/S. [ BASE W/ (2)
1/4. 011.. TAPCONS OR EQUIV./POST W/
(2) 1/4. 011.. x " 1/2. Sn.. THRU BOL TS
- TOP OR SIDE MOUNT ALLOMf'O-
ALUM. BASE INSERT
W/ (2) 1/4. OIA X 2 1/4" TAPCONS
(2. IIIN.-CMBED~ TYP.) SECURE ALUM.
COt.. W/ (2) 1/4" OIl.. THRU BOL TS
",~~/~.{~.~> ~'~;:J '.:~.
: ','.;.: .
SEE POST CONN.
DETAILS PAGe 1-F
NiW OR EXISTING
4 2500 PSI CONC. SLAB
(SEE PAGe I-H)
ALUMI NUM ROOF PANS - 121 X 2. 51 X 8105-H381 PANEL
AS MANUFACTURED GY ROYAL ALUMINUM, INC., LEES BURG. FLORIDA
WIND SPAN w/ SPAN w/ SPAN ,,/
THICKNESS VELOCI TY l' O/H 2' D/H 3' D/H
OPEN 1 00 MPH 1 3' -81 14' -0' 1 4' -4'
BUILDING .024' 11 0 MPH 1 2' -81 13' -0' 13' -4'
120 HPH 11 ' -81 12' -0' 1/!' -4'
PARTI AL 100 MPH 11 ' -81 12' -0' II!' -4'
ENCLOSED .0241 11 0 MPH 10' -8' 11 ' -0' 11 ' -4'
BUILDI NG 120 MPH 10' -01 10' -4' 111' -11'
ENCLOSED 100 MPH 1 3' -41 1 3' -II' 14' -0'
BU1.LDING .0241 11 0 MPH 12' -01 12' -4' I r -II'
120 MPH 11 ' -41 11 ' -II' II' -0'
ROOF A TTACHMENT NOTES
FASTENER TO BE DETERMINED
BASED ON CONSTRUCTION OF
HOST STRUCTURE
110 S.M.S. X 1 1/2" 10 8"
O. C. INTO WOOD
IJB
(2) 110 II 16" O.C. INTO WALL STUDS
IJB
(2) i'O X 2" II 24" O.C. THRU
.1/4 (MIN.) FASCIA INTO TRUSS OR
RAFTER TAILS
IJB
1/4'" TAPCONS 10 8" O.C. STAGGERED INTO CONC.
W/110 S.M.S. THRU REC. HEADER INTO PAN BOTTOItI
.t:Jt2IE;.. 7 1/4" MIN. EMBEDMENT INTO CONC.
7 1/2" MIN. EMBEDMENT INTO WOOD
* REPLACE ALL DETERIORA TlNG
WOOD; W/ FASCIA SECURED
TO RAFTER (TRUSS) TAILS
DAVID NORRIS ENGINEERING
DESIGNED TO 197 STANDARD BUILDING CIJ/JC
PER CHAPT. 1606 FOR 110 MPH WIND
CARPORT / OPEN PA no
DETAIL W/ ROOF ATTACHMENT
N. T. s.
Pg,l-D
EXPI RES AFTER FEB. 1, 101
JI( POST LENGTHS AND SPACING FOR WALLS
SUPPORTING SOLID ROOFS (12'SPAN+l'O/H) JI(
POST NOMINAL SCREENED WALLS SOLI D WALLS
WALL
SIZ~ HEI GHT POST SPACI NG POST SPACING
7' 5'-8' Z' -10'
2'x2'xO,040' 8' 4'-. , Z'- 0'
2'x3'x, 050' OR 7' 8' -0' 4'-0'
2' X2' 11/(1) [ 8' 6' -0' 3' -0'
9' 5'-0' Z'-4'
1 112' XZ liB' X . 060' 10' 4'-0' Z'-O'
Z'x3'x.070' OR 7' 5' -7'
8' 4'-Z'
2' X 2' 11/ (2) [ 9' 3'-3'
1 1/2' X2 1/8' X . 060' 10' Z' -9'
7' 10' 6'-Z'
8' 9' 4' -7'
3'x3'xO.060' 9' 8' 3' -7'
10' 7' 3' -1 '
7' 9'-3'
8' 7'-0'
3'x3'xO.093' 9' 5' -5'
10' 4'-8'
7' 1 Z' -0'
8' 9' -0'
3'x3'xO.125' 9' 7' -0'
10' 6'-0'
Z500 PSI CONC,
. 2 DIM~NSIONAL LOADING - COMBIN~D AXIAL (ROOF> &
B~NDING (WIND) LOADING. FOR [ACH ADDITIONAL FOOT
OF ROOF SPAN (OR OV~RHANG) > 13' R[DUC~ POST
SPACI NG BY 8Y. OR FOR [ACH FDOT OF ROOF SPAN
(OR OV~RHANG) < 13', INCREASE POST SPACING BY 8Y..
.~,'."';
.w:..
3/8' DI A. REBAR
'. 6' LG. THRU
~. POST
~. .J U
4 " ~
<1 .
<I ~
4-,
J } #5 REBAR CaNT.
8' MIN.
THK1ND SLAB ~DG~ D~TAIL
N. T. S.
2424 1856 1466 1188 825 606 464
4Z80 3277 2589 2097 1456 1070 819
3040 2328 1839 1490 1034 760 582
3451 2642 2088 1691 1174 863 661
6527 4997 3948 3198 2221 1632 1249
9708 7433 5873 4757 3303 2427 1858
1 2836 9828 7765 6290 4368 3209 2457
DI A.
GRADE
C 'HPACTEJ
F. LL
12' Dl A.
POST FOOTING D~TAIL
N. T. S.
NOTD TH~ ABOV~ D~SI GN WI LL
CARRY A CONTRI BUTARY
LOAD OF: 50 S. F;
100 S. F. FOR H=30',
AND 1 50 S. F. FOR H=36'
DAVI D NORRI S ENGINEERING
DESIGNED TO '97 STANDARD BUILDING CODE
PER CHAPT. 1606 FOR 11 0 MPH WIND
I-Ii
Pg. 1
EXPI RE:S AFTE:R FEB. 1, , 01
6" 7" 8"
120" 2' x 6' 2' x 7' S. M. B, 1 2' x 8' S. H. B. 1
SX=1. 97 SX=2, 54 SX=4. 44
~1 .050" j
SX=. 23 SX=. 44
I 2 .1 3" I
2' x 2' 2'" x 3'"
df\~ Hf:l GHT /SPAN
3' 16' 8'
4' }4' - 6'
5' 13' - 0'
6' 11' - 10'
7' 11' - 0'
8' 10' - 2'
9' 9' - 8'
110' 9' - 2'
I
.050"
SX=. 35
2"
3'" Ti I t
r!lf\~ Hf:l GHT /SPAN
3' 40' - 2'
4' 34' - 10'
5' 31 ' - 2'
6' 28' - 4'
7' 26' - 4'
8' 24' 8'
9' 23' - 2'
0' 22' 0'
.
""l
4"
.050" . .120' J
"t
SX=. 55
2" I
X 4' Ti I t 2'" X 4' S. M. Bo
I
I
,
,
r!iftl Hf:l GHT /SPAN
3' 53' - 2'
4' 46' - 0'
5' 41 ' - 2'
6' 37' - 6'
7' 34' - 10'
8' 32' - 6'
9' 30' - 8'
0' 29' - 0'
9" 9"
2' X 9' X . 072 X . 224 S. M. B, 1 2' X 9' X . 072 X , 31 0 S. M. B. 1
SX=5. 47 .310
SX=6. 77
~f\"" Hf:l GHT /SPAN
3' 59' - 0'
4' 51 ' - A'
5' 45' - 8'
6' 41 ' - 8'
7' 38' - (,'
8' 36' - 2'
9' 34' - 0'
0' 32' - 4'
.072
fJf\ftl Hf:l GHT /SPAN
3' 65' - 6'
4' 56' - 10'
5' 50' - J 0'
6' 46' - 4'
7' 43' - 0'
8' 40' - 2'
9' 37' - 10'
110' 35' - 10'
TYPICAL ALUMINUM COLUMN & BEAM DETAILS
,TABLES FOR SCREEN ROOMS & ROOFS ONLY
'rEi 1) BEAM SPANS MA Y Be INCReAseD 207. WHEN CONTI NUOUS aveR
INTERIOR COLUMN SUPPORT
2) ALL BEAM SPANS ASSUMe LA TERAL PURLI NS (2' x2') , 90. FRAMED
ACROSS ROOF I EACH POST IN SCREENED SI DE WALLS
3) VALUES HAY BE INTeRPOLATED FOR INTERMEDIATE LENGTHS OR SPACINGS
DAVID NORRIS ENGINrrRING
DESIGNED TO '97 STANDARD BUILDING CODr
prR CHAPT. 1606 FOR 110 MPH WIND
Pg,1-,4
rXPIRrs AFTrR FrB,./, '01