HomeMy WebLinkAbout03-1857
BUILDING PERMIT
CITY OF ZEPHYRHILLS Permit N~ 1 857
(813) 780-0020 Date ;l-:< 1- tJ 3
BUILDING
ELECTRICAL
PLUMBING
MECHANICAL
Sewer Conn
Water Conn:
P,"pertyOwn., fil~J, ~-R4P-J- Jerry )/~
Job Address: .C; 5 /t'l-it 5'1.
Water Meter:
T.I.F.'s:
Parcel 1.0. /I
Zoning:
OescriDtion of Work
Energy Code:
q- tJlndAJwJ~
Radon Gas:
,pp/~
NO OCCUPANCY BEFORE C.O.
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
Permit F~
~ignature ~
Company
Address
4=elephone# '?fI..'3..... 711- 7/7)
Valuation or
Contract Price
~, <;61. F
City license Registration #
State Certified license#
t...J.h{t'-lt. A / U t"v- tv .
Ftr.
Pre SLB
lintel
FRM.
Insul. CL
WL
Tp. Servo
Rough In
Meter Can
Canst. Pol
Pool
Pre-M
Final
/
/
/
SLB
Tub Set
Water
Sewer
Final
MECHAN . AL
BUILDING
Breakers
Ducts Insl
Compre sor
Final
Driveway
REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a
charge of twenty-five and 00/100 Dollars ($25.00) 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.
APPLICATION FOR PERKlT
CITY OF ZEPHYRHILLS
BUILDING DEPARTMENT
OliIIER'S NAIU\ J-.-e t pn~ I J.f €6::) e d NMCJ.1 -re eei PHONE 11/?, - 18 ~ - /l1P1:J,
OWNER'S ADDRESS S '8 s cj / & 1.4- (:r+- I ..1 ~ Y KJJ ,I Ls F1 ~ 83 S-rd-.
JOB ADDRESS '-~ 6../YYI G
LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION
PARCEL I. D. # II - d-.Lo -ell - 0 ()/ () - 0 (j 9 {)D - 0 1iJ? 0 (OBTAIN FROK PROPERTY TAX NOTICE)
.
WORK PROPOSED:_New Construction _Addition LAlteration _Repair _Install
_Sign
_Kove
_Deaolish
PROPOSED USE: ~Single FaallY
_KIF
_' of Units _KID
_Co8Bercial
_Indust.
_Swim. Pool _Other
Restaurant & Health Departaent Approval ,
DESCRIPTION OF WORK, B Q.pJ.~ ~~ ~
BUILDING SIZE: X Square Feet, Height
RESIDENTIAL:
COMMERCIAL :
ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION.
XBUILDING
$
:3 S to q I 00
PERMITS REOUESTED
Valuation of Total Construction
_ELECTRICAL
AMP Service
Florida Power Corp.
W.R.E.C.
_MECHANICAL
$
Valuation of Mechanical Installation
_PLUMBING GAS ROOFING
SPECIALTY
TYPE OF CONSTRUCTION: _Block _Fraae _Steel
Other
Fl.RlSBED FLOOR ELEVATIONS:
FT.
IS 'PROJECT IN FLOOD ZONE AREA?
YES NO
................**....**.**...*.******...*
CONTRACTOR SECTION
BlllLllER ~ COIlPANY LI\ \..., \r . AI Uc1Y1 in( u.m 1J roJ.,,-d~
~- State Cert. or Regist. # ~ ts~ c:o /<1-& 7
Signature - City License Registration # t 170
I *.**......*****.******.**......*******.**.
F.T .RCTRIClAN COMPANY
State Cert. or Regist. .
SignAture City License Registration ,
.*..***.*.**************...**.*******.****
PLUMBER COMPANY
State Cert. or Regist. f
Signature City License Registration .
*.......*.*.*******.********..************
MECHANICAL COMPANY
State Cert. or Regist. t
Signature City License Registration .
.*.....*..*..******.****.....*.**********.
OTRRR COMPANY
State Cert. or Regist. t
Signature City License Registration #
.*...***..******.********..****.**********
APPLICATION APPROVED BY PERKlT OFFICER.
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this pertit lay be subject to "deed restrictions" which lay be lOre restrictive than City
regulations. Yhe undersigned assUJes responsibility for cOlpliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they lay 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 laY be
cited for a lisdeteanor violation under state law. If the owner or intended contractor are uncertain as to what licensing
requireJents lay apply for the intended work, they are advised to contact the City of Zephyrhills Building DepartJent, (813)
788-6611.
FurtherlOre, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the
"Contractor Sections. of this application for which they will be responsible. If you, as the owner sign 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 lay be an indication that he is not properly licensed and is not entitled to perJitting privileges in the
City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTION LIEN ~AW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of .Florida's Construction Lien Law - HOIeOw.Der's Protection
Guide" prepared by the Florida DepartJent of Agriculture and Conslller Affairs. If the applicant is scmeone other than the
"owner", I certify that I have obtained a copy of the above described dOCUJeDt and prOlise in good faith to deliver it to the
"owner" prior to couenceJent.
E. CONTRACTOR'SjOWNER'S AFFIDAVIT
I certify that all the inforlation in this application is accurate and that all work will be done in cOlpliance with all
applicable laws regulating construction, zoning, and land developaent.
Application is hereby lade to obtain a perlit to do work and installation as indicated. I certify that no work or
installation has coaenced prior to issuance of a perlit and that all work will be perfocted to .et standards of all laws
regulating construction, City codes, zoning regulations, and land developaent regulations in the jurisdiction. I also
certify that I understand that the regulations of other governJental agencies laY apply to the .intended work, and that it is
If responsibility to identify what actions I lust take to be in cOlpliance. Such agencies include but are not lilited to:
t DepartJent of EnvironJental Regulation - Cypress Bayheads, Wetland Areas and EnviroDlentally Sensitive Lands,
Water/Wastewater YreatJent
t Southwest Florida Water Managetent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses
t ArlY Corps of Engineers - Seawalls, Docks, Navigable Waterways
t DepartJent of Health & Rehabilitative Services, Environaental Health Unit - Wells, Wastewater YreatJent, Septic Yanks
t US EnvirODJental Protection Agency - Asbestos abateJent
I also certify that, if fill laterial is to be used in Flood Zone "A" or "A, etc. ", it is understood that a drainage plan
addressing a "cOJpensating volUJe" will be sublitted which is prepared by a professional engineer registered in the State of
Florida prior to perlit. issuance.
A perlit 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 perlit prevent the Building Official frOJ thereafter
requiring a correction of errors in plans, construction, or violations of any code. Every pertit issued shall beCOle invalid
unless the work authorized by such pertit is cOlIBnced within six IOnths of issuance, or if work authorized by the pertit is
suspended or abandoned for a period of six IOnths after the till! the work is cOllellCed. One 90 day extension of tile, JaY be
allowed for the pertit with fee charge of $15.00. Yhe extension shall be requested in writing to the Building Official. An
approved inspection lUst be logged during each six IOnth period, or the project will be considered abandoned.
WARNING TO OWNER: YOUR FAILURE YO RECORD A MOTICE OF COHMERCEMENT MAY RESULY 1M YOUR PAYING BICE FOR IMPROVEMENTS TO YOUR
PROPERTY. IF YOU INTEND TO OBYAHl FIIWfCING, CONSULT WITH YOUR LENDER OR AN AftORHEY BEFORE RECORDING YOUR MOTICE OF
COMMENCEMENT. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF COMMENCEMENT".
SIGNAtURE: OWNER OR AGENT
SIGNATURE: CONTRACTOR
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged
before me this , 19____ by
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged
before me this , 19_____ by
who is personally known to me or who has
produced
as identification and who did/did not
take an oath.
who is personally known to me or who has
produced
as identification and who did/did not
take an oath.
(Signature)
(Signature)
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
(Name Typed, Printed or Stamped)
NOTARY PUBLIC
fen po ~-<:cQ.
i
e e fVI0tl <-q 0 ,,JOWs. rro~/J;'j e.. .-':- ','
n /lei 1< -e.~ 14 t-e.. l.J I/-~ S ~~ S ~r l~ . i
CUS/oM WllVrAOS 5ysJcrvJs ~DC) Sev(t:$
5/,<) 91 ~ f.lCo,YVf IAJ I/lqr; cJ S . ~
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..-. .....r"_._:-__L____.__... ....--t--.- -'-'r-'
'll,K')~Yl,!: !:
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...l s=L2_' 'l.t--~f bb-.f~",,~_~l~~~_
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WeotIutraecala: A r long pi<<:e 01 ().~:Jfr IJO'Ypue weataJeTSU1p W08 &ocaIfU u~ eub. CIIU VI N'~ ,__
~ rail at the inIerlodl. One (1) 8lri.p of O.3fKr cenIer/in polypile ~ was koIed on top
of rail of the adWe eosJa, at the interlock. One (1) 8lrip 0{ 0.300" cenIer/in polypile ~ WQ8
located on bolA ~ ~ /CICI and the bottom roil of the active BaBh. One (1) strip of lJulb.uinyl
&uIOIhera&rip was IocoIed at the bottom of the actiue 8CISh.. One (1) 8Irip of D.86tr cenIer/in polypile
&uIOIhera&rip was locoted OR the inwior /ace 0/ the boUom. roil of t1u! actiue.1IOBh. One (1) 8Irip of
D.IIJfr CttIt&tMfin. polypU. IIJtItltherstrip was located at both wmor aAle8 of the CfCIive 8tIfJk.' ORe,a)
atrip 0{ o.HIJ'" ceAte1'{iApolypile ~ waa located at the top of 1M ~ ~ sUl.~..
One (1) atri.p of O.lWpolypile weatherstrip was located on the interior jamb ~ ~
> \': ~ { . . I ,
)
1'RDIU8IOIIIU.$1II1HE 8t:IEII(;f OF JEJ-"
M~/1~dV
Cuatom Wvadow S,y*m8
W...,. 7Wo (2) weep 1IOIcMs were located on each end of the Bill.
) baIerior.. 6ttnior Swfaee FlnillJa: White pain,ted aluminum.
SealGal: Frome and IltJ8h COI"IWI"8 were seoled with a narrow joint sealant.
~-ASTM E987
Acuue SaM
MeeAiw &ail (10 lbfJ
Bottom Bail (10 lbfJ
Left Hand Stile (50 lbfJ
Right Hand Stile (SO lbfJ
Air IA/iltraIiDn - ASTM ER89
1.51 pat (15 mph)
Water Raisumce - ASTM E541
5.0 gphl{l6
Wl'P= 4.5 psi
2.1.4.2 ** Un,iform Lood Structural - ASTM E390
45.0 psf E:Jtarior
45.0 paf InIeri4r
Forced Entry Res~ . ASTM F588 .
Grade 10 (See AppendizA for test results)
OPTIONAL PERFORMANCE
4./1 Water Raisumce - ASTM E541
5.0 1lPh./~
WTP= IUS paf
Par.. No.
1.2.1.6.1
1.3.1.6.1
'.1.1
1.1.8
)
1.1.8
7iIla o/7lW & Melh.od.
MtPInJR~"""
Allowed
~Fon:e
ActWe SGsh . Up
Down
11lbl
4lbl
3D lbf
3D lbf
3.1" (0.016")
4.1" (0.011'
3.1" (0.016")
2.8" (0.014?
<100%
<100%
<100%
<100%
0.01 c{ml{t-
0.3 c/ml".
No LeakQge
No Leakoge
0.020"
0.018"
0..210"
0.210"
Meel8 As Stoted
NoLeakoge
No Leakoge
4.4.1 ** Uniform. Load Struclurol- ASTM E880
61.5 psf Exterior
61.5 psf b&teritw
)
0.020"
0.015"
0.110"
0.110.
** No 6loss breakage or permanenJ damage causing the unit to be inDperobi"
TEST COMPLETED 05//5101
,
)
Cua40In WWlow Sy81em8
J.
NC'f'L..210-264fJ.l
:)
flNlated ~"..,. (or aceeds) the~ leuels speei.fiIJd in 7bble 2.1 of AAMAI
NWW.DA 101/ L8.R-!J1/or air in/iltrolion. 7Jae liat<<l results were aecwed b.1 using the ~
1M meIJwda and indicaw compliance wilh the ~ requWmeAta of the referen.t:tld
~~/wtheC4SS5x90producl~
Detailed drowi. went cwoUable /or Ioborotmy rectwtl4 and comporiaon. to the teat ~ at the
am. ofl1ai8 report. A copy oflAiB report along willa ~ sediou of the teal ~ will
be reIGinItd b.1 NCTL /w (,I period of /our (4).)'t!IQl'8. 77ae results obIained apJ4r 0IUy to the ~
,.,.,. No ~ of ~ Rind ~ tIN otleq~ or ~ of the .,.. in tile teal
~ mcv be drawra from thia tat. 77&is I'ep01't does not COI&8tWte ~ of the produd
which mq, only be /l1VAI<<l b.1 a oerti/it:otitm PI"OIJ1'01A validator.
NA770NAL CERTIFIED TESTING LABORATORIES
nJ>~
~ CONYERS
~Manager
)
~ ..
~111~
t.
CusIom Wuulow ~
4-
NCTL-210-2640-1
.>
APPENDIX A
Forced Entry Resistance 7eat Results
,.- IIeUtGd: AS7JI F6lJ8.97, "Standard 2eaI Method for Measuring 1M Forced E1wy
Raistont:e of Window JlsBemblies. R'<<:luding Glazing lm.poct".
TEST RESULTS
PorosnonJa No. l8JMJJl Du.:mtiLm. M~~-.-l AllowBd
10.1-LodeM~ 5 Kmutes No Entry No EAtIy
lo..3.1.1-TutAl Ll=200 lbl 1 Minute No EtWy No Entry
lo..3.1.a.7Ut AR Ll=2O() lbl 1 KJAute No EAtIy No Enuy
U=100 lbl interior
10.a.l.!J-fi$t A3 Ll=MJO lhl 1 Minute No EAtr:1 No Entry
LJl=lOO lbl a:Ierior
lo..3.1.4-Tat A4 Ll=800 lbl 1 Minute No Entry No Entry
L2=lOO lhl interior
lo..3.1.S-7at AS Ll=200 lbl 1 Minute No Entry No Entry
) U=100 lhl e:derior
lo..3.1.1.~ A1 Ll=/lOO lhl 1 Minute No Entry No Entry
U=lOO lbl interior
L3= !IS lbl interior
10.3.1.8
LDt:k~ 5 Minu.le8 No En.t7y No Entry
10.3.4.3 Jibed Lite 5 Minuta No EAtTy No E1ltr;y
GloAtwIPoMIM~
')
COMPARATIVE ANALYSIS and ANt.:HUK LALLULAnUN~
CUSTOM WINDOW SYSTEMS, INC.
COMPARATIVE ANALYSIS ad ANCHOR CALCULATIONS FOR SERIES 3581
ALUMINUM SINGLE HUNG WINDOW.
CALCULATIONS DERIVED FA:pM TESTED UNIT FROM NCfL-216-26a-1
Confia. - "OX''. Sift - 55" J[ W', with Smm (3116" lUIIlUled) glass.
~
Number of Anl:hors
Ae:!!!m Amm
~
~
~
Pressure
~
Wi!I.Il IWldat H....&SiI .Jambs N-. Pos.
19.]25 x... 1 3 - 63.. +55...
.9.]25 38.375 :1 3 - 63.. +55.._
19.125 5ll.625 :1 3 - 63.... +55...
19.125 a... t 5 . 63.. +55..
1!l.125 ''''... ,,: :1 , - n. + S5._
24._ x._ 1 3 - 63.._ +55...
24._ 38.315 :1 3 - 63.. +55..
24._ 5O.W :I 3 - 61._ +55._
M._ 0.... 2 5 - 63.. +55..
24.M ".M :1 , . 63.. + 55._
u.- K" 2 3 -Uti +55..
26.- 38.375 2 3 - 63.. +55...
26.511 so.w :I 3 - 63.. +55._
K.5II 63._ .. 2 5 . u. +55.._
26.511 ,'-- :.1 6 . 63.. +55._
32._ 26._ :1 J -0.. +55._
32._ 38.375 2 3 - n. +55._
32.101 Sf.Q5 :.1 J - 63." +55..
32._ '1_ :I 5 - 63._ +55....
32.... ,'-. :1 , - 63... +55._
37._ 1'-'" 2 3 -63._ +55..
3'7'- 38.375 2 3 -63.. +55.._
37.101 Sf.W :I 3 - 63.. + 55...
37.M B.... '4'. :1 5 - 63.. +55..
37." ".... 2 , . 6... +55._
..... 26._ 2 3 - n. +55.M
-- 38.375 2 3 - n. +55._
...... 51.625 :.1 3 - u_ + 55."
....... '1'" 2 5 - 62.79 + 5S.M
..... ,'-- 2 , - 51.. +55....
.....- 26.... :1 3 - u. +55..
44... 38.375 2 3 - 61._ + S5.II
......101 50.6Z5 2 J - 62.51 +55..
....... 0.... .;: :1 5 - 59." +55..
44... ,'-. 2 , - 5.... +51..
.... 1'-. 2 3 . 63.. +55."
48.... 38.375 :I J . u_ +55."
..... 51.625 2 3 - 57.29 +55....
48.... 63._ 2 5 -509 +55."
..... 7'-. 2 , - .,.. +47..
53.125 16._ :1 3 - 63._ +'55..
!I3.12S 38.375 2 3 - 63.. +55..
53.125 51.W ~. 2 3 - 51." + 51.76
53.US 63.. 2 S -5.... +Sl.M
53.115 76._ 2 , - 45.M +45."
Nepd'w: Desi&n l.-ds bued - CGlnpuatift AII8Iysis (psi). ... GIus T..... AS'fM-E13M.
Posidw Desip Loeds baed _ r. ~ ...1iw AnaJ"Bis (psi), lIIIlI W.ter Test Pressue.
Numbers.1IMe are for 'Ie _ or 311'" Tapcoas.
The quntit.J or IlBdaDrs .bow .... per -=h side, NOT total q-uty.
NOTE: :1 mchor(s) at MeetiD& RaiI.t 2" 011 either side or ceDter, -. hei&hIs Feater dulI1 "".
Note : AhdIon &.... &GIn eada ead at field..
Note : Andaon "... fnlIft each. ead at .....bs.
Malt. spaciIIIc at head a siR = 't' 1l.5GI
MaL .dIIc at jambs ~ D."
NOTE: Rarer m -.r-n......'s -""tiuo ibstIl- iW... for ...........1oc:a1ioDs oCIaer ..... abo\le.
~I'''-
1)"
COMPARATIVE ANALYSIS and ANCHOR CALCULATIONS
CUSTOM WINDOW SYSTEMS,INC.
COMPARATIVE ANAI,YSIS IIIId ANCHOR CALCULATIONS FOR SERIES 35e1
ALUMINUM SINGLE HUNG WINDOW.
CALCULATIONS DERIVED FROM. TESTED UNIT FROM NCTL-lll-2648-.
COBfiz. - '.OX", Size .55" x 90''', ~ 5_ (3116" llDIlea1ed.) lIass.
.'"
~
Number of AIlChon
~ Ac:ross
Jh!iID
~
Dmim
~
WiDdow
Wid. Heit!bt Read" !ID .Jambs N.. Pas.
24... 36.... :1 3 - 63." +55..
24.... __ :I 3 - 63." +55.00
24... 51... :1 3 - 63." +55..
Z4.... a.... 2 5 . 63." +55..
:u._ n.... :1 6 - 63." +55..
28.... 36.... :I 3 - 63." +55..
28.... ..... .~ :I 3 -63.. +55..
211._ 51... 2 3 - 63.... +55..
28._ a... 2 5 - 63.... +55..
2&_ 71.... :1 6 - 61.. +55..
... 36.... 2 3 - u. +55..
.- ..... 2 3 - 63... + 55..
.- 52.... 2 3 - u. +55."
.- "'tOO :1 5 - 63.. +55..
... '12." :I , - 63... +55..
36.... 36.... v :1 3 - 63.. + 55..
.
36.... ..... 2 3 - 63." + 55..
36._ 52._ :1 3 - 63.. +55..
36._ a... :1 5 - 63.... +55..
36.11I '12.... :1 , -63.. +55..
-- 36.... :1 3 - 63.. +55..
-- ..... :1 3 - 63... +55."
....... 52._ 2 3 - 63.. +55..
....... a... :I 5 - 61... +55."
....11I 72.... 2 , - 5'.74 +55..
4_ 36.... .- :1 3 - 63.. +55."
411I ....... :1 3 - 63.01 +55..
42._ 52.... 2 3 - 63.. +55..
0.... A.... :1 5 - 62.11 +55..
411I 72.... 2 , - 57-'1 +55..
........ X... 1 3 - 63.. +55..
....... ....... :1 3 - 63... +55..
........ 52.... :1 3 - A.I5 +55..
....... a... 2 5 - 6t.52 +55..
........ 72.... .. 2 , -SUI + 5L"
.... 36.... .... . Z 3 - 63.. +55."
.... ....... 2 3 - 61.42 +55..
.... 52.... 2 3 -55.71 +55..
.... A.... :I 5 - 5'7.61 +55..
....... 72.... :1 6 - 49.11 + "9..
52._ 3UII 2 3 - 63.11 +55..
52.11I .... '2 3 .55.71 +55..
52._ 52.... 2 3 - SU, + 51.49
52.... 61.... :1 5 - 52.. +52."
52._ '12.... 5 2 , - "'.11 + 4'."
NeptPe De.Ip Loads ..... - o-pancm A.w,sis (pst), .... GJus Table ASTM-E13OI.
Pusitnoe Desip Loads bIl8ed _ c..p.na.e AaaIysts (psi), .... Waller TtSt Pressure.
Ntanben abo\le .. for ftl1 screws... 311'" Tarx--
The q-*Y of anc:Iaon aboft .. per eada lIid.e, NOT tot8I qwuatity.
NOTE: 2 andmr(s) .t Meeting Ibilat 2".. ftCher side of cenIler." hoeiehrs greater bn "".
No1Ie : A1Ic:Mn "... from. each .... at Head.
~: ADdaon "... rn-eIda ... at..JaJIIbL
Malt. SfIIIdn& at bead .. sII- 21.S1O
Malt. spaciDc at Jambs = 1'....
NOTE: Refer to manafacttwer's Iistdadoa iIlIsb..1iu.05 for ..... loc:nioas oCber tba a~
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AnchorCatcs_NCTL-21U-264U-I
LoIld cak:ulatiobS based OD NCTL-21Q...2640-1 test data.
Wiadow IUlit 1nIS a Slbgle H..... Ox.
NCTL-111-2MO-l ..sed Sm.. (3116" onealed) glass.
.. All Fltsteaen are #18 x 1.750 wood screws, with MID. 1.250 penetratiOD..
Material (b1lC:k type) - Soatbem Piae..
Table 11.3 from Wood Screw _...1 "" Allowable shear '"'
x
171 Ibs.
1.33 for windload
118 lbs.
~
Wiadow Width ""
WiIldow Beigllt ""
Total Ala =
Tottd Load (+)-
Total Load (-) ""
r
55.010
.,
55.108 ia.
98.... bt.
34.375 sq. fl
1546.875 lbs. ,
1S46.875 Ibs.
Positive DesigD Pressure ""
Negative DesigB Pressure ..
dlpsf
45.lpsf
98.081
~.
,-
45.181
Area f-m..... Area Load + Load -
Ac:reu IMed ofwll.dow: 5.178 sq. fl 228.516 Ibs.. 128.516 Ibs.
Across left j.... at thed: 3.S 16 sq. ft. 158.203 Ibs. 158.203 Jbs.
Across leftjUlb at sash: 3..516 sq. It. 158.283 Ibs. 158.283 lbs.
At ~ rail: 11.156 sq. ft. 457.031 Ibs. 457.031 Ibs.
Acreu sHI.t1dodow: 5.078 sq. It. 228.516 Ibs. 228.516 Ibs.
Acl'OSll rigllt juab at sash: 3.516 sq. fl 158.283 Ibs. 158.203 Ibs.
Across right jamb at bed: 3.516 sq. It. 158.283 Ibs. 158.283 Ibi.
Total: 34.375 sq. It. 1546.87Slbs. 1546.875 Ibs.
Alacbor T .-.If_: <>tv. Fast. Area Load + I..d - RataIt
Across bead of window : 2 5.178 sq. ft. 114.258 Ibs. 114.258 Ibs. OK
Across left jamb at find: 2 3..516 sq. It 79.112 Ibs. 79.102 Ibs. OK
At IDeethag nil : .t,:2 5.078 sq. It. 114.258 Ibs. 114.258 Ibs. OK
Across left jamb at sash : 2 3.516 sq. It. 79.111Ibs. 79.112 lbs. OK
Across sUI ofwbtdow: 2 5.078 sq. ft. 114.258 Ibs. 114.258 Ibs. OK
Across riglat jamb at sasb : 2 3.516 sq. ft. 79.102 Ibs. 79.112 Ibs. OK
At meetiag rail : 2 5.078 sq. ft. 114..258 Ibs. 114.258 Ibs.. OK
Across rig.ll.t jamb at fhed : 2 3.516 sq. ft. 19.112 Jbs. 79.112Ibs. OK
Total: 34.375 sq. ft. 773.438lbs. m.438 Ibs.
Mwmllllll Load at Anchor" 114.26 Ihs. 114.26 Ibs.
M~ Load (Positive -Negative) "" 114.26 Ibl.
~or
+
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Anthors at ___ sa. 01' ....:
Use #10 WQOl(lICnw._ 3116" T-- .-.eft DeI'....... Wow.
Aac:Ilon to -..1" by wood .... wIda . 1114" Mm. ~t.
Aac:hon to tIIpp I" by wood __ ..........,. wida . J 114" MIn. _bedMmt.
Aachon to atCIIce c:GIlCl'ete wi... a 1112" MilL ~
Load at Ahchor = 114.25'11 Urs. ...
'1l
COIIIledieR to wood Rck:
Malerial (buck type) "" "- Soadaem PIne.
TaWell.3....WoodScrew~= AaowaIIIe...r'" 17lk J: 1.33
228lk
114 < 228 OK
far winIIIoad
MY:.
Connecdoa to.--,. duu wood 1Mack:
SlaKe uachor eBpaes I" hy --' 1Ndl.... -.,., _ _ vaIua as abofl:.
C...........-lOr 311'" Tuc:on.
8enIIiftc - -......1JOI1I- of anchor:
3116" Tapc:oa 0.191 Ilia.
M.1lIIriaI: AlSI1OZ1 or 1m heat treated
F:J' .. 92..... pel
F. '" 110,010 pel
Beadinc:
F....
S'"
.75 .. F," 1.333=
.098" n)...
92,005 psi
~iL)
M~.... L... 0.438 ilL
M - PL - 114 · 0.438 "'" 510.'"92 iL - lit.
I.. "'" MIS = 50.0 1O.t00'7 - 14.451 psi <
.....
~
QK
Shear:
F." .17" F. · 1.333 "'" 17,301 psi
A= O.G9S^2 .. iii" ...28 psi
J.= PIA '" 114/0.021- . 4.030 psi < F. .DK
~
C-wned Bc:nIIIag .... Shear:
(f,,1 F,,) + (/.1 F.)- O.~ < 1.000 2K
55.._ W Max"" 1I.seo
H Max'" l!UI18
..... F=h
2l_~ 11.soo
'f.
6.000 "1 6.OM C 6....
t-
90._
2.1100
/1
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+
PIce'
C",_ CWS-Sll-3500
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