HomeMy WebLinkAbout03-2039
CITY OF ZEPHYRHILLS
5335 - 8TH STREET
(813)780-0020
BUILDING PERMIT SINGLE FAMILY RESIDENTIAL
2039
ermlt umber: 2039 ssued: 5/01/2003
Permit Type: GENERAL BUILDING PERMIT
Class of Work: SCREEN ENCLOSURE
Proposed Use: NOT APPLICABLE
Sq. Feet: Est. Value:
Cost: 8,360.00 Total Fees: 112.501
Amount Paid: 112.50 Date Paid: 5/01/2003
ddress: 7 0 I H C
ZEPHYRHILLS, FL.
Township: Range:
Lot(s): Block: Section:
Book: Page:
Subdivision: CITY OF ZEPHYRHILLS
Parcel Number: 35-25-21-005A-00000-1640
D
PRE-SLAB I CONSTRUCTION POLE 2ND ROUGH PLUMB DUCTS INSULATED
LINTEL PRE-METER WATER FINAL MECHANICAL
FRAME MISC SEWER MISC
INSULATION WALL MISC MISC. I MISC.
INSULATION CEILING MISC. . MISC. : MISC.
DRIVEWAY MISC, i MISC, I FIRE DEPT, FINAL
REINSPEcnON 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."
~
NO OCCUPANCY BEFORE C.O.
2~ORS SIGNATURE ~MIT OFFI
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
I v.c:: n VIVV II 9r" II VV"L IIL,.,....,.vvII ..;>,- II ....<1 II I.UU II \PI, ."''7
Additional land Information
Acres II 0.23 II Tax Area II 3Q:z:H II Fema Code II )( I Rf:!~Code IIAI"FALP11
l3uilding Information - Year Built 1988 USE 01 - Single Family Residential (Card: 1 of 1)
Ext.Wa1l1 Concrete Block Stucco Ext Wall 2 None
Roof Str Gable or Hip Roof COy Asphalt or Composition Shingle
Int Wall 1 Drywall Int Wall 2 None
Flooring 1 Cork or Vinyl Tile Flooring 2 Carpet
Fuel Electric Heat Forced Air - Ducted
AC Central Baths 2.00
Line Description Sq. Feet Repl. Cost New
1 BAS 1,042 $46,598
2 FSA 120 $2,683
3 FOP 80 $716
4 FGR 312 $5,590
~---
CITY OF ZEPHYRHIIJIlS PERM!'!' APPI.,ICA'l'ION
BUII,l>IW~ IH'IlPARn-iIllN'.r 53J5 8th BTRlllBl'r ZlllPIIVRHII,I,S, FI, 31540
Phone 1813.. '180.. 0020 Fa,t 1813 -'780 '. 0021 L/... -a OJl-
!JA'n RBdBIVBlD --'-L--<?!_--~.
PLANS RBVIEW FBI
J CJvnJHlR I 8 tlAt.1El ~-l'A.~._2. .k,L'-.---__$__v~7j/2 ._._.____
,JOB 81 TEl ADDRESS __?,J 2c.J..--k~i/-b-.--..q)':-_..__.__..._ .____.___..
I,BH31\L DI1I9C!RJPTIOlll 1.0'I'(S) BLOCK
PIIONE (,ClIl'(,AC'~._~~(fr2_...
7 rJ 79filj
SUBDIVISION
dG2~._-~~..e~____._
c-.. ~RCBlj,. 11;Ji)
WORK PRUPSHID I [JNI!lI1 COUS'X'RUCTION )0 ADDI'rIOll
[J S 1 em [J I>IlJV E
(OBTAIN Fnor,! PRO PERT'l 'l'AKNcl'l'J{)!!l)
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[]AUl'ERATION
[) REPAIR
II IIlSTAI,I,
[J llEliJOIJISII
PROPOSHJll lJSEs [JSGY, F'AMH,y D\~EL.L,nIG
Ch1ULTI-F'mULY
[J# OF' UIllT8
L1COI1MI!lRClJ\I,
[) lHDUSTRIAI,
[] Slnl.111IN(~ poor,
[J WIB T/,/1J IIUfHli
/~ (J't'HER
[-] REL9'I'AURAH'l' & HEAW'II DElPJ\R'l'f\1EJN'l' APPROVAl,
,;-pV-t>> . FQ!;.
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BUIl,DINI3 SJZHl .--(Z-J_.--'f.f~.____ SQUARE FUOTJVJE --cE2..C_____ !/BlWII'l' ct!..::'______
RES rUffiN'I'tAL:
COHf\1EJRCIJ\I, :
A'l"l'ACH (:2) PLOT PLAl1S & (:2) SETS OF' BlIll,Dnm PIJ1\Ns & (.l) SET EIIERGY FORt'!8,
A'I"I'ACII (3) SETS OF BUII,!JJ:HG PLANS & (1) BET EJNEJR(W FORlIfS.
PRUPERTY SURVEY REQUIRED F'OR AI,f, NBlW COHS'l'RtlC'l'JClN.
PERMIT~~EQUE8TED
IJ BllJI./lllK3
[I EJI.,EJC'l'R ll~A I,
1'1 Pl,IH'lB r lH3
LJ 1"lEJCHAIHCJ\r,
$
).. 900
VALUATIOH OF TOTAL COllS'l'RUCTlON
_._------._-------~-
..-...--.---.----.-----..-
AI.1P SERVICE
Ll
P'I,O[UDA POl~EH
[I
\'1. R. E. C.
$-..---.-..-.---.------. VAI,UA'l'IOl-l OF' r"lffiCIIAHCIAr,
'l'YI:lHl OF' COlTS'1.'RUC!'l'lON I /J BLOCK
[J FRAHEl
[] STEEl,
lI18TAI,[,A'l'lOl1 1 j57.... _
// cfrt ()
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[:J (~AS
LIROOFING
[J SPElCIAl/l''l
't3. OTHER
[) OTHER
F UH8!/EJD F'I.oUR ElLElVA'I'lONS
-_..-~---_._._--_.._~
J8 PRO,JECT
YES %NO
Bl1lI,PER ~ COMPAtlY__ ~~-_P~---.-_--..----.-_
STATEI CElRT OR PE 1ST # A~X!_~______,___.____,
8 Hml\'I'UREl CITY PROCEl8S ING it ~~h
--. -. -------.----.-.-..-------.--- '---.J:JI!C7.___.____._______....._______.._ _
""""""""'***"*'**'*'**'*"*'*'**"*""'*'**''I*"*t't,,*
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COIIfPAHY__,________._..______..____...____u____ __.
BTA'l'IiJ C'EJR'I' OR HErHST #
8tm1JI.TtJRE!l -------_._.._____.______________ CITY PRUCEssnm #
.---.. ----_0 ..u _____,.._. ___ .______. .~._ _
* * * * ,. * * * * , , * , * * * * 'I< , 'I< * * , I< I< * , * .1 * * * , * * I. , * * I ,. * * t. . * * * * * * * * * I * * * * * * * * * * *
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PI~tJMBIlIR
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CotiJP AN 'l -------____... H_ _____._._._._.__.____ _.
STATE: CER'!' OR PElCHST II ____.___.____..._.
CI'l'Y PROCElSSnm It
8JGHA'!'lJRHl
MlllUHANleAI,
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---_... .-.~-----_._--_._------ -------0___-.--
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cm1PJ\NY -.-----.--------_._.__u____._._. '_...._ ____
STATE CBJRT OR RE:rHST it
CITY PRUC'El8Snm II
____.u__.._ _~ ._~___.___.__._.~._. .__._ ..._ __
SI.GI.JJ\TUREl
'*******************'**'*************************'**'*****"*'*'*
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D'rHER
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cm.1PANY
STATE: CERT OR REG ISr:[' .'"lr.----'.----~---'_..-~_..._....~m
(' I 'l'Y PROCESS ING # ---.u____u_____u_._ --______
SIGNATIJRE
---.--.-----.------.-...-------
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-.---.---.-~-.-._---------._. -.-. ...-._____._ _._. __ __n._. _'_"'.
1\. 110'.1'1 (;lJ~ Oil' DElE:D REB'l'RIC'l'IOHS
'j'll'" \lllders.lgned IIndel:stands that: thls p'e,nnl.~ 11I,"l' be: S1\b.leut 1:0 "deed resl:dfJtiolls" l'II,llclt
lilay be IIIOl:e rssl:r,ictive than Cil:y u:\JlI1.aliolls, 'llie undeLslgned aSSUllles r6spollsJb.lltty for'
eornpl lance Hi t:.h allY appLl.cai..Jle deed rest'llcl.:iona.
B. 1/IHdCI!lNBEin CON'l'HAC'l'OHS AIW CO]l'l'Hl\C'l'(,n RmSPOIIS1BILI'I'lF,S
r f lht: OllJ1el: has hl.red a conl:r.actoJ: ur ';ontj:actoLs to \1I1dertaJce 1'lOrle, t:lley nlay be requ:ll:ed
I Lo be IJuellsed in accordance yd.l:h aLa Le and locHI regll.latJ ons. If the contractor- Is lIo!:
].1 Dellsed as req1tJl:ecl by la~/, both the O\'lner and UOlJl:LacLor may be oJl:ed for. a IIIl sdemeal10r
viulation IlIld"n' state Jail, If the OI>JneL or .1.ntElIlded cOlltractor are lll\r.erta.ln as to IIhal:
I j uensJ nyn:!IJldtE:'HIlents way apply 1'01 tile intendfHI \wrk, they are advised to cOIlI:ac:L the
I:U-y of Zephyrh.111s BUilding Department, fl13-'IElEl'6611.
F'lu'Llle1:lllore, if the OHller- has hJJ;ecl a contracto!" or contractors, he .Is advised to have t.he
oOlltracl:or(s) siyn portions of t.Jle "Contractor .Sectiolls" of tlds applioation .for \-IlLlell they
VIlli he l:esponsi hIe. .1 f YOll, as the OHner signs as I:he contractor, you are indl eating t.ha r,
you, raLhel: than the eonl:ractor, are responsible: for the Ylntk. If the conl:t:se\;nr \-I.lshes
ynll La s.l gn as c:ontr:actor that may be an llldJcaLloll that he .Is not: p1:operly 1.1 censed and Is
!lot. entltled Lo penllitting privileges In the elty of Zephyrhi.lls.
c. 'l'RANSPUH'l'A'J' [ON IMPAC'l'FEE:a .AND U'l'ILITY CONt/Be'PION WEBS
D. CUHB'I'RlIC'l'l/JON LIEN LAW (CIIAP'I'ER 'l13, FI,ORIDA S'l'A'l'lJ'I'ES, AS AJ1Jr.N[)JW)
I cart:! fy that: I, the appU.cant, have bean provided \-11th a copy of "P,'lod.da's ConsttllctJon
.1 Jell I,aH .. !IollleO\.mer's Protection Guide" prepared by the E'lorJda Department: of AgrJcu1.t',IIU!l
and Consull\er IU'faJrs. If the appl.lcant 16 someone other that. l:he "oHner", I Cf.ll:1fy that I
have ubtaJned a copy of the above desor:1.bed doculllent and promJse JI1 good fa1th to deliver:
it to the "O\'lller" prJor to COlllrnellcelllelll:,
E:. CON'f'Hl\C'('OH' B!OWHF.R' S AFE'IDAVl'I'
I oert.tfy Lhat all. the JnformaUon 1n Ul1.s appl.lcatJon i8 accurate and t.hal: flU Horle IILI.l
be clone'.l.ll compl.l.allce Il1th aU appl.lcable laylS reglllaU.lIg Gonat.nlCtion, zon1ng, allt! land
development.
ApplJeal.Joll :119 hereby made to obt.aln a permit to do work alld i.llstaJlaU.on as 1lldioated. I
cetU f\, \:hal: 110 Hork or :1.nstallat:Joll has oornmenced pd.or to isslIallcB of a penn.U' allri that
ai 1 ylOrle 1'111.1 he performed to Illeet standards of all laHs regulatillg UOllstnlCltlon, CI ty
codes, zoning regulal:Jons, alld lalld development regnlat10ns JI1 the JUlJscUctj on. I a.1 so
cell:! ty LllatI IHHlelstand that the regulations of other goverTllnental agencies Hlay apply t:o
Ille .1 nl:ended ylOrk, and I.:hat It is my l.'esponsibili.ty to JdenU fy vlhat act.1 OilS I lIIust take 1:0
be ln compliance. SUch a\JencJes lnc:lude bnt are not limited to: *nepartment of
H:nvirollln€lnLal Hegulal:iol\'-CYP1:ess 8ayheads, Wetland AJ:eas alld n:nvi.rolUnelltaLl y SensJl:Jve
Lauds, Wa ler/Was LeiVa Ler 'l'.tea tlllent
"Solltln/esl: F'lod.da ~iatElr Hanagelllent District-Wells, cYPJi.'ess Bayheads, Wetland 1\reas,
^lterll1g Wal:erCOll1:l3eS
"lHiIIY CULpS of E:llyJlleers-BeaHaLl.s, Docks, Navigable Water\1ays
+-]Jepa!:l:menL of Ileal th & RehabJll tat::1.ve Services, n:nvlrollmeul:al Health lJnlt'-Wells,
~iasteHater 'IIJ:eatmElIlt:, Baptle 'Panke
+-11. S. E:UII.I tOlunental 1:'rotec:1:JolI Agency-Asbestos abatement
T al so mHtl fy thai:, if fJ11 llIaterJal :l.a to be used j n F'lood Zone "A" Ot. "A, e\:CJ. ", I.L .1 a
lllHlerstood I:l1at a drai.llage plan addreSSing a "colnpensaLtng vOllllne" Htl1 be submitted I-Ih.l.ch
is pl:epat:ed by a jJl.:ofessiona.l. engl.lIF.1sr. reg.1.st:ered in the SI.:at.e of H'lorida pdot. to pennlt:
isslIanoe.
1\ peuult .Issued shall be construed to be a license to proceed Hith the Hork and not. as
alll.horJl.y to violate, cancel, alter, 01: set aside any p1:ovls.ions of the teolllllcaJ codes,
nor shall i SSIIElllce of a pennll: prevent: the BIIJldJ ng off.1.claJ. from t:hereElftel.: reqllldng a
con:euLj on of errors in pl.ans, conat.tuation, or violations of any aode. Every permlt
JsslIed shall heoome invalJd unless the work author;ized by slloh permit 1.s fJOll1ll1Bnued H.Uld n
silt 1I101ltlulI of lssusnue, or .if \'1<Jrk author.ized hy Lhe petln.lt .i.s slIspencled or abandoned tor a
pedod of S.i.l( m01ll:hs after the t:1.me the \/Orl\ .is commenced. One 90 day e}(tens.ioll of tlllle
may be aOlIDlleel for tile lJermlt \.l.ith fee charge of $Hi.(JO. '1lhe extension shaU be r.eqllested
JlI 111::1.I:Jng to the Bui101.og Offielal. An approved .1.nspeet:Jol1 lIIlIst be logged dur:lng BElch Elll(
ltlOllt:ll period, Ol t.he proj eet \>1111 be considered abandoned.
WARIHIlG '.I'U OvlNmH: YOUR jj'AII,UHEJ '1'0 HElCORD 1.... NO'l'ICE OF COMMIr.NCEHEN'I' Nl\Y HESIlL'I' IN YOlJn
PAYIIW TWICE H'(jH HIPROVEMI!:N'I'S 'I'D YOUR PROpgn'l'Y, IE' YOU IH'['EHD 'J'O OB'I'Anl If'j HAHCIJ.l13, COIl~I/],'I'
WITH YOIIR J,ilJllIJnlR OR AN A'l"l'()RNF~Y BffiIfORR~ RECORDING YOUR NO'I'ICE OF COHI'1E:NCE:I'1EII'II. ,fOBS lI1WE',R
$2,500 Itl VA"". no NO'I' N"'n '1'0 ."COHn ANn P08" A ~" (""""NCE'''''I'I''',
"'r'. /:.:.~~-~--:.~' -~.~-~A--~~.~._.-..--- ..__..._._....___.__.___
~- OWNER un AGEtlT
Lr.).r.).l_)_!_'-'."_LU:~E: ()~ P~:P}~IT l\FB'IDAVlt).1
-_._--_._~-~--'-._------..._-- _...-....._, "--'--~.
S I (31-11\'1'lJ HE: :
CON'l'RA.C'I'on
BTA'I'E Oli' E'j,ORlIlA
COil Il'l' Y 0 E' '__ .._...___.._.____._______.________.___
'J'he f01:ego.tng lnst.rlllnElllt ylaS acknol<lledged
Befol.e lIle tJd s _..__._._ day of__________, I.~_
I)'y ...._._.___ .... ____... . ..__.__._....___..___________..__..___._. _.__..
(name of person acknOWledged)
[) Ivho is pe1:sona.l.ly known to me, or
fl'I'A'l'E: 0 F FLORI DA
cm J N'J'Y U lJ~ ----___.____.____.__._______.._ _...u____.__
The fOLego.ing .l.llsl:l:\llnEllll.: was ackno\'lledgsd
S"fore me tills .___Jiay of-----.-----__.__, 19
by _.___..______.________.___....__.___.___,.._._.__.....
(name of person acknow1edy&dl
[kilo .Is personally Imol1n to me, or
[I Hha has p rOduced_______________._._._
(type of identJf.lcat::l.olll
and \-Jllol] cHd /]dJd not ta];e all oath.
[J \-o/ho bas prodllof;ld.._______ ____.__...______
(type of .ldaIJLifJCJC;:d.lon)
and v/ho [Jell d []Ud noL t:~ke an oath
S.I gnat:ure of person taklng acknoylledgement
.- "..- _.._~_._--_._. ._-'.~-~-----,--- - ---------.-..-.-.-.-----
Signature of persoll takl.ng ac::lolo\lledgment I
- ".-.. ~_..._------~~--_.~_._._._.,....-_..._, ..-.--------. ---..---.-------
Nallle typed, pdli\:ed OJ. stamped
. .-. .~.. ~._~_..._..-.~___._.__.,.____. .u_... ~'_ .,~..._p______.~___. ..._..._~.._
-"-.'-"--"'.'-- .._--'-~~-~_._-- .'., .----..---...--.---..-.. .--_.~_._.- ~
lIallle typed, (>rJnted or sl:amped
YrvO /~ Y/' ~
PARCEL 1. D.
S J TF. l'I.AN
(RESIDENTIAL USE ONLY)
DA TE:
SEC
1'WP
LOT
RNG
SUBD
BLOCK
All drawings shall be drawn to scale or fully dimensioned for all parcels.
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SHOW ALL EXISTING AND PROPOSED STRUCTURES GIVING DIMENSIONS AND SETBACKS. ALSO, INDICATE
ANY BODIES OF WATER, TREES (INCLUDING SIZE, DIAMETER. TYPE). AND ROADWAYS (INCLUDING
NAMES) ADJACENT TO THE PROPERTY. INDICATE THE SIZE, YEAR, AND NAME OF MOBILE; SUCH AS
12' X 60'. 1981. FLEETWOOD.
ALL "EASEMENTS", "PROPERTY LINES", "RIGHT-OF-WAY", and "JURISDICTIONAL LINES" must be
shown on all site plans.
DO NOT ENCROACH INTO ANY EASEMENT WITH A STRUCTURE.
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I ALUMINUM EXTRUSIONS ID CHART I
IIMARK I DESCRIPTION I WT 1FT I AREA I WALL t I FLGE t I ALLOY II
STRUCTURAL ITEMS DESCRIBED
(A) 1x2 OPEN BACK 0.276 0,230 0.044 0.044 6063-T5
B 1 x3 OPEN BACK 0,384 0.320 0.050 0.050 6063- T5
C 3x2 PATIO BEAM 0.681 0.579 0.050 0.050 6063- T5
D 2x2 PATIO BEAM 0,518 0.441 0.044 0.044 6063- T5
E 2x2 SNAP BEAM 0.542 0.461 0.041 0.041 6063- T5
F 2x3 PATIO BEAM 0.681 0.579 0.050 0.050 6063-T5
G 2x3 SNAP BEAM 0.680 0.578 0.045 0.045 6063- T5
H 2x4 PATIO BEAM 0.799 0.679 0.050 0.050 6063- T5
I 2x4 SNAP BEAM 0.786 0.668 0.045 0.045 6063-T5
J 2x4 5MB 1.008 0.857 0.044 0.135 6063-T6
K 2x6 5MB 1.342 1.141 0.054 0.135 6063- T6
L 2x 7 5MB 1.515 1.288 0.057 0.135 6063- T6
1M 2x8 5MB 2.147 1.826 0.072 0.224 6063- T6
N 2x9 5MB 2.317 1.970 0.072 0.224 6063- T6
0 3x2 POST BEAM 0.800 0.680 0.070 0.070 6063- T5
P 3x3 SCALLOPED TUBE 0.596 0.507 .045- .078 .D45-.078 6063- T6
Q 3x3-0.093 TUBE 1.256 1.068 0.093 0.093 6063- T6
R 3x3-0.125 TUBE 1.691 1.438 0.125 0.125 6063- T6
S 4x4-0.125 TUBE 2.279 1.938 0.125 0.125 6063- T6
ANGLES DESCRIBED
(AA) 2x2x.125 ANGLE 0.569 0.484 0.125 0.125 6063- T6
AB 2x2x.093 ANGLE 0.427 0.363 0.093 0.093 6063- T6
AC 1 xl x.062 ANGLE 0.141 0.120 0.062 0.062 6063- T6
AD 1 x2x.062 ANGLE 0.214 0.182 0.062 0.062 6063- T6
AE 1 x3x.ll 0 ANGLE 0.323 0.275 0.070 0.070 6063- T6
RECEIVING CHANNELS DESCRIBED .
-
(CA) 1.5x2.125x.062 0.362 0.308 0.062 0.062 6063- T6
CB 1.5x3.125x.062 0.438 0.372 0.062 0.062 6063- T6
(CC) 1.75x3.23x.ll0 0.834 0.710 0.110 0.110 6063- T6
SUPER GUTTERS DESCRIBED
(GA 4"x4" EXTRUDED 1.270 1.080 0.070 0.070 6063- T6
(GB) 4 x5 EXTRUDED 1.358 1.155 0.075 0.075 6063- T6
ADD
II ~ ALUMINUM STRUCTURES MASTER PLAN 17
ENCh:J.J~ tIC. @ COPYRIGHT AI.. INC. 1994
.- -- -.- --."- -. . ~ -- - ; . - -- ...._--
'". ~~..~
BEAM TOTAL FASTENERS
SIZE BOTH SIDES "0" "b"
2x4 5MB 14 eo #10 SMS NA NA
2x6 5MB 22 eo #10 SMS NA NA
2x7 5MB 30 eo #10 51..4S NA NA
I
i 2x8 5MB 34 eo #10 SMS NA NA
, i
'i 2x9 5MB 38 eo #10 5M5 NA NA
I I
I
:'1
BEAM TOTAL FASTENERS
SIZE BOTH SIDES "0" "b"
2x4 5MB 16 eo #10 SM5 14" 4"
2x6 5MB 24 eo #10 SMS 16" 4"
2x7 5MB 28 eo #10 SMS 16" 6"
2x8 5MB 40 eo ~ 1 0 SMS 20" 6"
32 eo 12 SMS 20" 6"
2x9 5MB 40 eo ~10 SMS 20" 6"
32 eo 12 SMS 20" 6"
I BEAM TO BEAM CONNECTION DETAIILS I
SPACING BET\'yfEN SCREWS CANNOT BE LESS THAN 2"
GUSSET THICKNESS MUST BE GREA fER OR EQUAL TO WALL THICKNESS
BEAMS SHOWN ARE SCALED AS A 2x9 5MB
OTHER BEAMS ARE SIMILAR
CHAMFER TO CLEAR SCREEN
DETAIL 0
000 0 0 0 0 0
o 0 0
o 0
000
~
o 0
o 0
--- --------
--- --------
EXTERIOR GUSSET PLATE
DETAIL @
BTBI
28
~ ALUMINUM STRUCTURES .VASTER PLAN
E~tIC. @ COPYRIGHT AL. INC. 1994
=-
TYP. 5MB OR SNAP BEAM
2 x 3 - .050 P.B.
TYP. 5MB OR SNAP BEAM
PBC
I PURLIN / BEAM TO BEAM CONNECTlON DETAILS I
TYP. 5MB OR SNAP BEAM
1 1 2" x 2 1 8" x .062 RECEIVING CHANNEL
wi (4) - 110 SMS INTO BEAM & (2) _ 110
SMS INTO BOTH SIDES OF 2 x 3 P.B.
I
W
TYP. 5MB OR SNAP BEAM
( PRIMARY BEAM )
.062 RECEIVING CHANNEL. TYP.
1 '
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TYP. sue PURl.IN _
( SECONDARY ) 110 SMS INTO 110 SMS EACH SIDE
PURlIN BEAM PRIMARY BEAM OF PURUN BEAM
2 x 4 5 3
2 x 5 5 3
2 x 6 7 4
2 x 7 8 5
2 x B 10 5
2 x 9 10 6
SEE SCHEDULE FOR FASTENERS
TYP. 5MB OR SNAP BEAM _
~ ALUMINUM STRUCTURES MASTER PLAN
EtOEBI<<l He. @COPYRIGHT AL, INC. 1994
29
COLUMN
-L
NTE
72'
I
RIDGEll .RACING
EXNf'I.L
T
I"
Lb
~I
GABLE
IUF IEAM
t
HEIGHT
t
MANSARD
MAXIMUM COlUMN HEIGHT
IN DECIMAL FEET
SCREEN WAllS 13 PSF - SCREEN ROOF 7 PSF
WIND lOADS UP TO 120 MPH
(0) (F) (G) (H) (I) (J) (K) (L) (M) (N)
SPACING 2X2 PB 2x3 PB 2x3 SB 2x4 PB 2x4 SB 2X4 5MB 2x8 5MB 2x7 5MB 2x8 5MB 2x9 5MB
3'-0' 9.75 13.00 13.83 18.00 18.50 18.50 X X X X
4'-0' 8.87 11.87 12.50 14.50 14.33 18.87 X X X X
".0- 8.00 ._" 11.50 13.00 12.83 15.50 X X X X
8'-0' 7.33 9.83 10.83 11.83 11.87 14.50 19.33 X X X
7'-0' 8.83 9.17 10,17 11.00 10.83 13.87 17.83 19.67 X X
8'-0' 8.33 8.50 9.87 10.33 10.00 12.83 18.87 18.33 X X
9'-0' 8.00 8.00 9.17 9.87 9.50 12.00 15.67 17.33 X X
INTERPOLA liON OK
I CHAIR
RAIL CONNECTIONSI
DETAIL CD
1/' I' RE:t:E\'lNO QlANNR.
MIlL ~
WI 4 "0 SIIS
/
tmJWDlI rA51!MHO
Z "0 _ , II!
- OIl _ S!rT1ONS
EXTERIOR @
CHAIR RAIL I1
CONNECTION
INTERIOR @
CHAIR RAIL 12
CONNECTION
~ ALUMINUM STRUCTURES MASTER PUN
ENGItEERING.1NC. @ COPYRIGHT AI.. INC. 1994
INTERIOR IM\
CHAIR RIIIL ~
CDHNECTI DN
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31
I TOP RAIL / PURLlN CONNECTIONI
SCREEN
2 x 2 x .045. SIOEWAll PURUN
NOTCH COlUMN TO RECEIYf PURUN
2 x 2 x .045 PERIMETER
2) - 110 SMS EA. SlOE OF PURlIN
THRU 1/8' x 2 1/8' x 1 1/2' RECEIVING CHANNEL
AND' (2) - 110 SMS INTO
2 X 2 EDGE BEAM
.rOR PUR N
2 x 5MB COlUMN
ItO x 1 1/2' SMS 0 2.' O.C.
AND 'MTHIN 6' EA. SIDE OF COlUMN
NOTE:
WHEN USING SOliD COLUMNS A 2 X 2 X .125 ANGLE SHAll BE USED TO CONNECT
THE I X 2 0/8 TO THE COLUMN WITH 2 #10 SMS TO COLUMN AND 2 #10 SMS TO I X 2
:!
ALUMINUII STRUCTURES IIASTER PLAN
ENGINEERING INC. @ COPYRIGHT AL. INC. 1 gg"
37
I CAGE
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TYPICAL TOP STRAP BRACING
T'IP WAU. BRA-ONe
BRACING
DETAILS ]
1lO[J' l VALL .IlACING REQUIRED
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CABLE HIM THIC1<:1€:SS
3/32'
\' EA ~ P\.OlUH
NOTES: CORNER CABLES OR RIGID BRACING SHAll BE USED ON ANY WALL NOT DIRECTlY FASTENED TO THE
HOUSE IN ORDER TO RESIST DIAGONAL STRESSES DUE TO WINDlOAD. THESE CABLES SHALL EXTEND DIAGONALLY
FROM EACH CORNER. TENSION SHOULD BE ADJUSTED BY THE USE OF TURNBUCKlES. TURNBUCKLES SHALL HAVE
LOCKING DEVICE TO PREVENT LOOSENING. THIS STAINLESS STEEL CABLE SHALL BE AT LEAST 1750 POUNDS TEST
STRENGTH. THE BOTTOM OF THE CABLE SHALL BE FASTENED TO THE SLAB WITH THREE 114" FASTENINGS OR TWO
5/16" FASTENINGS WITH A 118" STRAP. EITHER WALL BRACING OR TOP STRAPS SHALL BE REQUIRED,
~ ALUMINUM STRUCTURES MASTER PUN
~ ENGItEERING.INC.. @ COPYRIGHT AL. INC. 1994
45
-
2 x 8
S.H.B.
I~ MIO ~MS
2 x 9
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BEAM TO COLUMN CONNECTIONS
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TO BEAM WITH (2)' 10 I( 1-112" SMS
",0 I( 1-112 SMS
6" EACH SIDE OF POST
24" OIC MAX.
ALUM. END CAP
Eo MIa SHS
[ACH SIDE
2 X ~
SHB
2 x ) FB
_1-
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2 x 7
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10 110 SMS
2 X 6
S.H.B.
12 110 SH$
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~ ALUMINUM STRUCTURES MASTER PLAN
ENGItEERtNG,INC. @ COPYRIGHT AL. INC. 199.
I BEAM TO GUTTER DETAILS I
----
~
--
2" x .075 ALUII. ANCtE Q.P
(1) 0 EACH BEMA lOCAnON
(2)-#10 SlotS
SEE GUTTER TO FASCIA
OETAlS
(4)-#12 x 3/4" SIoIS INTO GUTTER ('" IIIN. SEPARAnON)
2" SlotB SEE SPAN CHARTS
(4)-112 x 3/4" SIoIS EACH SlOE
Ie SlotS THRU CHANNEL IN TO BEAll
~5'
2 lie" x , 1/2" REC. CHANNEL .062
2" SIIB SEE SPAN CHARTS
(4)-1'0 SIIS INTO BEMA ( EACH SlOE)
(2)-112 x 3/4" SMS INTO GUTTER
(," U1N. SEPARAnON)
18 SIIS THRU CHANNEl INTO BEAll
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2 '/8" x ," REC. CHANNEL .062
~
2" x .075 ALUII. ANCt..[ Q.IP J
(,) 0 EACH BEAll lOCAnON
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2" 5MB SEE SPAN CHARTS
--
---,
SEE GUTTER TO FAsaA
OET1JlS
2 x 2 INTERNALLY FASTENED TO BEMA
'MTH (2)-1'0 x , '/2" SIIS,
4~
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(4)-#12 3/4 SI4S EACH SlOE
(4)-"2 . 3/4 SMS INTO GUTTER (,' IIIN. SEPARAnON)
2 1/8" x t 1/2" REC. CHANNEl .062
----
~
2" x .075 ALUII. ANCt..[ Q.P
(1) . EACH BEAll LOCAnON
,.-
2" SI.IB SEE SPAN CHARTS
--
--...,
SEE GUTTER TO F AsaA
OCT 1JLS
DOOR JAIIB INTERNALLY F ASTENEO TO BEAM
'MTH (2)-'-1'0 x 1 '/2" SMS
44
(4)-112 . 3/4 SMS EACH SlOE
(4)-112. 3/4 SMS INTO GUTTER ('" MIN. SEPARATION)
2 '/8" x , , /2" REC. CHANNEl .062
, I,
NOTE:
AL ENGINEERING, INC. DOES NOT WARRANTEE, EITHER EXPRESSLY OR IIIPUEO, THE STRUC1URAL INTEGRITY OF THE EXISTING STRUCTURE.
I,
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- -
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F. SIMILAR DETAIL ABOVE
TYPICAL NOTES.
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(J)FAsrEN CUTTER WI lID x 2. SCREWS
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2
lOx 3" SCREWS 0 EA. CLIPf5j
2. x .075 ALUM ANGLE CLIP l( EA. BEAM@)
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STRUCTURAL currER
.3 g' x 8" LAG THRU SPACER FERRULE 0 EA. BEAM.r.---.
( FERRULE SHALL BE RIGID AlUM. OR PVC PIPE)\.1I
/
f2\CONTINUOUS ANGLE. 1 x 2 0 B. OR WOOD WEDGE
\6ITO PLUMB GUrrER WHEN REOUIRED
REF. SIMILAR DETAIL ABOVE
FOR TYPICAL NOTES.
STRUCTURAL GUrrER
I
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(REF. SEMI TO
.. GUrrER DETAILS)
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.~EVERSED USING SAME FASTENER PArrERNS
'DER OF' INSTALLATION PROCEDURES
\ DOES NOT WARRANTEE. EITHER .EXPRESSLY OR
~ INTEGRIlY or THE EXISTING STRUCTURE.
'\ 5" STRUCTURAL GUrrER
, ,
, .
ALUMINUM STRUCTURES MASTER PLAN
Me. @ COPYRIGHT AI.. INC. 1994
-- - ~ -- _n .. .
~: I
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"11 MAXIMUM ROOF BEAM SPANS
IN DECIMAL FEET EXAMPLE: J V t
'~ SCREEN ROOF I SCREEN WALLS
"
: WINO 110 MPH DEFLECTION U60 POOL ENCLOSUR\..~I/
I
<--I COLUMN USED 1--->
, 8 'WALL f
i
i' ROOF (F) (G) (H) (I) (J) (K) (L) (M) (N)
L, BEAM SPACING 2x3 2x3 2x4 2x4 2x4 2x6 2x7 2x8 2x9
! USED PB SMS PB SMS 5MB 5MB 5MB 5MB 5MB i
I: 4'-0' 18.42 19.08 19.25 19.25 19.25 19.25 19.25 19.25 19.25 I
I: I - (H) 5'-a" 17.08 17.58 17.75 17.75 17.75 17.75 17.75 17.75 17.75
L 2x4 6' -0" 16.08 16.58 16.75 16.58 16.75 16.75 16.75 16.75 16.75 i
PB 7'-0' 15.25 15.58 15.75 15.75 15.75 15.75 15.75 15.75 15.75
! 8'-0' 14.58 14.92 15.08 15.08 15.08 15.08 15.08 15.08 15.08 i
I &' -0" 13,&2 14.42 14.42 14.42 14,42 14.42 14.42 14.42 14.42
,
!
i 4' -0" 21.08 21.75 21.92 21.75 23.42 23.42 23.42 23.42 23.42 I
. (J) 5' -0" 20.08 20.08 20.25 20.08 21.58 21.58 21.58 21.58 21.58
I 2x4 6' -0" 18.42 18.75 18.92 18.92 20.25 20.25 20.25 20.25 20.25 I
- 17.92
! 5MB 7'-0' 17.42 17.92 17.92 19.08 19.08 19.08 19.08 19.08
8'-a" 16.75 17.08 17.08 17.08 18.25 18.25 18.25 18.25 18.25 ~
., l
&',a" 16.08 18.42 16.42 18.42 17.42 17.42 17.42 17.42 17.42 ,
;
4'-0' 28.08 28.58 28.75 28.58 29.92 31.92 31.92 31.92 31.92
(K) 5'-0' 26.08 26.42 26.58 26.58 27.58 29.25 29.25 29.25 29.25 ~
2X8 6' -0" 24.58 24.92 24.92 24.92 25.92 27.42 27.42 27.42 27.42
5MB 7'.0' 23.25 23.58 23.75 23.58 .24.42 . 25.92 25.92 25.92 25.92,
8"-0'" . .,' 22;25 22.58 22.58 22.58 23.42. . 24.58 24.58 24.58 24.58 r
. 9'-0' 21.42 21.58 21.75 21.75 22.42 23.58 23.58 23.58 23.58
. 4'-0' 31.58 32.08 32.08 32.08 33.08 34.92 35.92 35.92 35.92 I
,
. (L) 5'-0' 29.42 29.58 29.75 29.75 30.58 32.25 33.08 33.08 33.08
2x7 6'-0' 27.58 27.92 27.92 27.92 28.75'. 30.08' 30.92 30.92 30.92
5MB 7'-0' 26.25 26.42 26.58 26.5lt 27:25 . 28.42 29.25 29.25 29.25
8'-0' 25,08 25.25 25.42 25.42 26.08 27.08 27.75 27.75 27.75
9'-0' 23.92 24.25 24.25 24.25 24.92 26.08 26.58 26.58 26.58
4'-0' 38.25 38.58 38.58 38.58 39.42 40.92 41.75 44.25 44.25
(M) 5'.0' 35.42 35.75 35.75 35.75 36.58 37.75 38.58 40.75 40.75
2x8 6'-0' 33.42 33.58 33.75 33.58 34.25 35.42 36.08 37.92 37.92
5MB 7'-0' 31.75 31.92 31.92 31.92 3~58 33.58 34.08 35.92 35.92
I : 8'-0' 30.25 30.58 30.58 30.58 31.08 32.08 32.58 34.08 34.08
I
I 9'-0' 29.08 29.25 29.42 29.42 29.92 '30.75 31.25 32.75 32.75
.
\i,1 I 4'-0' 41.92 42.25 42.25 42.25 43.08 44.42 45.08 47.42 48.42
I (N) 5'-0' 38.92 39.08 39.25 39.08 39.92 41.08 41.75 43.58 44.58
II I 2x9 6'-0' 36.58 36.75 36.92 36.75 37.42 38.42 39.08 40.75 41.58 .
I 5MB 7'-0' 34.92 34.92 34,92 34.92 35.58 36.42 36.92 38.58 39.25
I .
'j I 8'-0' 33.25 33.42 33.42 33.42 33.92 35.25 36.75
J! ! 34.75 37.42
, 9'-0' 31.92 32.08 32.08 32.08 32.58 '.. 33.42 33.92 35.08 35.75
I INTERPOLATION BETWEEN VALUES IS PERMISSIBLE ".
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'1 ~ ALUMINUM STRUCTUMES MASTER PLAN I
\ 52
{! , ENGIIEERING,INC. @ COPyRIGHT AL. INC. 1994
1;1 I
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