HomeMy WebLinkAbout0000348-Building
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CITY OF OSHKOSH Ng 00348
PERMIT - APPLICATION AND RECORD
~P,E: BLDG'g1 HTG D ELEC D PLBG D SIGN D ZONING g- /13 FLOOD PLAIN our HEIGHT*
ADDRESS 85"0 H A fU.361<. V) 6- t.-u C+ PLAN NO. /)1- wq -, Sfo f-
OWNER !J1L.L-/4?1 ~(2(c.e;2... 702.. t:, ~ ~rZlC. Au-t:.
DESIGNER
USE/NATURE OF WORK }Jr:;::w $!~bLE7 +A-M I L Y (Zf:35IL)C?A--C..E3 ~
A'rrj4e.WEtJ 796 1jf1 GA(2.4Ge-
~r S/:ze/ iO.>CISb r 2".5 /2 13 L 7z i2rJ;_
BUILDING CONTRACTOR Sm"vLE~ LEAC2.H ~SVf9 S~I!.HA;t.J krJ Zfi-.S-2S30
Size J:1/2r;-&l/L/JI. Sq. Ft. /ibcJtfJ # Rooms bi-:J-6ATH # Stories I Height /2 /
Foundation f6()J2..F'[) L:O~ETF Class of const.MOP & Occupancy Permit )f'GQ D
HEATING CONTRACTOR KE(..,/f
Heat D AlC D Vent D Fuel/SystemGsI fiZI-
/
Heat Loss
BTU'S
ELECTRIC CONTRACTOR ~;tt7~1Jf:j/r Wlr:?:/c.r::
Electric Servo New D Change D Temp D
Type _ Volts _ Amps_
Fixtures
Switches
Receptacles
Circuits
PLUMBING CONTRACTOR J::lZ'-"H- ~~...s
_BT _WH _Disp
_Lav
_Sh
_OW
_SP
_ WSoft
_OF
_ CBasin
_ San. Sewer
~WC
_FOr
_ L Tub
_Ur
_ Storm Sewer
_Sink
Other
_ Eject
_SS
_ Water
/
L,,/
FEESe valld' $&::,0
ISSUED B . '..A<..-1...
Permit Fee Paid $ /00
,
Date ?~ ~ C-
Park Dedication $ / {/ 0
Final/O.P. /6 -7;l?r'8h
In the performance of this work I agree to perform all work pursuant to rules governing the described construction.
SIGNATURE 'f ~ I~
. . AGENT/OWNER
ADDRESS 5'(J ~ f ~W~,t/Vt ~ () -PJJ-udt
?/Y/?6
DATE
;93 >' --- ,;) S':? cJ
TELEPHONE #
~~--~-:~
" DATE t -- 3o--f' J:..
NAME/;J[Ll-14.vl .4tz.1C.~/L ADDRESS 7?JZ t!:. /llGu-> /~~<- ~
LOT 13~ BLOCK ~.lARD ~
sueD I V. J1 Cc)Lfi=-r k~~G"; tfb A~ ZONE ;2.- /~
STREET NO. 8s-0 !-it./Mr)f!..r/{G"U-> c./-. LOT DIMENS IONS fc; /ISb
SIDEWALK EXISTING YES 0 NO 0
BUILDING GRADE ELEVATIONS STAKES SET AT SITE,tl$-'-j. I ,19 7(, BY ~
FEE: $10. 00
GI~~Y
DEPARTMENT OF PUBLIC WORK~-L,
I, the unders i gned. owner or agent of the above descr i bed property agree to have the
grade estab I i shed before excavat i on has commenced.
^ ~ty~ud
r;;<?JJ,f1.0~
\"," ~ : ~~ ii~l
7r;/
/357
ZGmiG/IMID USE m1P!J:ANCE. OiECKLIST
...
t. GC:NEAAL
Building Permit it Zo~ Conforming_ Non-ConfoI::ming_
Job IDeation dsV, HA~/E-u..JC-r IDt DiItension
. Property Owner W L L ('I/i PI H-l-r1-JC.E.;2.. rot Area
.
~.~
...
II. . ~OO MTA
Describe t-m'k: )/Ge-v /dbt?...>e
+NEW.~ON
_ Accessory Building
Fence
Boathouse
_ Utility St:ructw:e
_ Other (specify)
III. OJ.."1Pl4A.~ce CHECKS
ADDITIOO
ALTEAATION
~Single Family
~-'lWo-FamilY
_ MJlti-Family
Carmercial
~ Manufacturing
Pool
_ DecklJ?atio
~ Sign
Porch
ConDlies Deficient
Deficienc:v/Cc:.nm:lp.t$
/"-
Use
Iot Width
Iot Area
Floodplain _
Front Yard
Rear Yard
-----
Side Yard (R)
Sidi: Yard (L)
Pat'king
Building Area
. IDt Area per Family
Comer tot
\
~
Other (specify)
IV. IDlIEti At11'HORI'tt
The Planning Director, or appropriate designee, ItU.lSt approve all plans, except
the following: (1) Alterations or interior ~rk 'When the use is c:;onforming and
when no change of use is proposed. (2) Mai...'"'ltenance items, e.g., siding, wi.ndo.vs,
etc., when t."1e use is C::Onfonning and when IX:) 'change of use is proposed.
Instances where work c::atplies with the al::ove criteria, the pennitcan l::e revie..:ed
by the Building Inspector without referral to the Planning Director.
--)&:z APPROVED NOr APProvED
Plan Corrmission Action ReqUired
~:~~~.
DATIl, ! I~/ I"~
City of Oshkosh 1/1/85 V
PARKLAND DEDICATION FEE COLLECTION RECORD
Address 86'0 /;iJ(LI3c7;2. {/(G"LU . Cr-
Owner's Name. It)tJ-IAH HrZ/<.EI2
.
Name of Subdivision ;C/!e-OL.Er .4-;L/CIIC~/:1c:,E / Bt5- /!hJ~
~ . , . /
Bldg. Permit # ~
/3~
Lot #
No. of Units ----I
Fee Required Jt f DO
Fee Paid :it J DO
OWner's signature 'f.,t'~ ~.4
Inspector's S_ignatur~~~_
Date
Date
;/ /tf/Rb
7 -/!;J~
Parks Subdivision
Improvement
Accts. Rec.: 362-041
I _._____________t..____'-
~
State of Wisconsin
Department of Industry,
Labor & Human Relations
Division of Safety & Buildings
Box 7969
Madison, WI 53707
Wisconsin Statutes 101.63,101.73
WISCONSIN UNIFORM $/
BUILDING PERMIT ?)Q /'9!/ #
APPLlCA TION ..f> / -(pVfe r-
.:54b
APPLICATION NO.
(See Instruction on back)
PARCEL NO.
VAC
~LEC
OPLUMBING
Telephone
N, R, E(or}W
Block No.
--
Living Area
C)
(~DO
79?
Sq. ft.
Garage
The applicant agrees-i:ocompr;;'--wFifi'fhfl"WisconslnUniforrn Dwelling Code and other Muncipal Ordinances and with the conditions of this permit; understands
that the issuance of the permit creates no legal liability, express or im~l,ie , on the Department or Municipality; and certifies , that all the above information is
accurate. . 1 -:7 A .. ,L / '"?
~( DATE t7 -S 'C'
This permit is issued pursuant to the following conditions. Failure to comply may result in suspension or revoca-
tion of this permit or other penalty.
OVILLAGE
"ifiC I TY
OTOWN
DCOUNTY
DSTATE
-':2
Plan Review. .
Inspection. . .
Wis. Permit Seal{s) . .
Other. . . . . . . . . .
TOTAL. . . . . .
DILHR-SBD 5823 (R-1/82)
30
onstruction
VAC
lectrical
Plumbing
DOther
kJ
4~/9CB
-?-~ -It ~
,~/tfJ?
CERT. NO. __ -
WH ITE - Issuing Jurisdiction
YELLOW - DILHR
GREEN - Inspector
PINK - Owner/Agen
.v,:
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yt.O'-"
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If ,~ ' 11 ",',' ~; r' 11:.r,.
, 'l\ltf~:~J'-"-,O\t.,
TYPE D STEP-DOWN HIP SYSTEM
< . HYDRQeAIR [~C!NEERING INC COMMON HYDROel-lAJL
JOINT Pt.AT!: S aE
)~SIGNED TN ACCORDANCE WITH TPIe78 AND ND~e77 J 1/8 X 0
n.ATINC; CC\NP'ORMS TO HUD TCe 17,05, BOCA 78-28, sacc 72121-78
J 2 X 4 0
YYPE . 900 UNlI"ORM t.OADING
SPAN II ) 0 P'T. - OIN. TOP CHORD Lt. " 30.0 psr J X 4 0
SPACING II 2fT. - OIN. ON CENTER Dt. .. 10,0 ps,.
SHORT TrRIl LOADING INCREASES SOT CHORD LL . 0.0 pSF" J 4. 4 1/8 X 4 0
LUMBER STRESSES INCREASED . 1.15 DL . 10.0 PSP'
PLATE RATING INCREASED _ 1,15 TOTAL LOAD .. 50,0 PSP' J 9 3 1/8 X ~ 0
rop CHORD St.OPE " 4.000/12.
BUTT CUT .. 0.25 INCHES
.. PLATE LOCATION ..
.. X.. ... Y ..
HN
2I1l
JOINTS 'URKED ' . 1 HAVe: NO SYMMETRICAL HATCH
... TRUSS IS SYMMETRICAl" ABOUT THE CENTERLINE .$11
.. SPLICES BASED ON 16 rOOT MAXIMUM LENGTH Lilli'
PANEL LENGTH SLOPE CHORD rORCE MOllENT WES rORCE AODL UL CONC LOAD C 8 IS 3 1/8 X 4 0
,.T 1'1 ! 6 /12 LBS IN-LBS Las psr JT LBS
p I" 5- 6- a 4.00 C 1" -3119 1785 1/ 1" -609 0 J 1= 0 o " 20 GA. ( 223 PSI USING NE:! PLATE CONTACT
p 2. 4- 8;'12 4.00 C 2= -3120 1785 II 2- -)78 0 J 2" 0
p )- 4- R-12 4.00 C j- -3120 1939 Ii 3" 1097 0 J 3= 0 WP'BS.Rt TO BE 2X4 NI) 3 ~D SOUTHERN PINE
P 8. ge 5- 8 0.00 C 8" 2205 2833 0 J 4" 0 ..t8S .Rr. TO 8t 2H
P 9"10- 3- 4 0.00 C 9- 3527 2833 0 J 9" 0 STANO ORr/eRN DOUC rIR
..... REPETITIVE STRESS VALUES HAVE SEEN APPLIED TO THIS DESIGN n....
JOINT RUCT(LBS) "IN flRGON)
J 1 -1500. 3,5
J 7 -1500. 3.5
TOP CHO- ?X4 NO 2 ~O SOUTHERN PINE f=IS50 T= 900 C"IISO
COMB STRESS RATIO= 0.860
BOT CHOe 2X4 NO 2 KO DENSE SOUTHERN PINE Y=IAOO T"1050 C"1350
COMB STRESS RATIO= 0.950
TOP CHO- 211:4 NO 2 S ORYIGRN OOUG"rIR r=1450 T" 850 C-l000
COMB S~RESS RATIO- 0.957
lIOT CHD- 2X4 NO 2 DEN S DllY/GRN" OOUG P'IR r-1700 T=IOOO C=1150
COMB STRESS RATIO- 0,997
TOTAL LOAn DE'L. AT JT. 9 - 0.415IH. (CAMBER_ 0 1/4")
L/DEP'L -
866
-,~ -1It~.
Il,,,cl. ',ucr.
I 6l fj) e I
t e
HvonO.A.IR ENGINHAING. INC. IS ReSPONSIBLE FOA STRUCTURAL OeSIGN ACCURACY ONLY.
BASED ON THE DESIGN CRITERIA SHOWN ON THIS ORAWtNO.CONNECTOA PLATE CALCUlA.
TlONS ARE VALlO ONLV~OR HYORO.AIR CONNECTOR I>>l.,oI.TES. HVORO-AIR ASSUMES NO
RES~NSleIL1TV FOR DIMENSIONAL ACCURACY, AESTMETIC APPEARANce, FABRICATION
QVA.UTY OR UN!FORMITv. INSTALLATION OF TRUSSES. NOR OVERALL ~OOF STRUCTURE
DESleN. FOR INFORM.G,T10N t:l.EGAROING :::ABRICATION, OUAl/TY CONTROL. STORAGE. DE.
LIVERY, EAECT10N AND 1F1ACING OF TRUSSES. CONSULT THE ''OVA-L1lY CONTROL MANUAL
FOR LICHT "'ETAL '\..ATE CONNECTED WOOD TRUSSES". oeM-n. AND THE "SRACfNG OF
WOOD TRUSSES ~ANUAl".eWT.,ft. TRUSS PLATE INSTITUTE. INC.. :_00 l.AST DtVON "'vENUE.
~'.! 'l.J.{\'t ~,,~~l~
~
HYDROoAIR"
P. o. BOX 7359
ST LOUIS, MO.!!$1,.1'
NOTES:
1. CUT ALL lI.UMBERS TO BEAR.
2, CENTER ALL Pl,.ATES ON
JOINTS UNLESS OT...eRWrSE
NOTED.
3. INDICATEO' CKO~O SPLICES
SHALL se LOCATEO ~ OF
THe PANEll..ENGTH It6""1
MEt.SURf.() ;e:~OM~. Jr.n;"~i.
nPE 0 HIP
30FT. SPAA 8FT. SETBACl(
SOUTHERN PINE + DOUGLAS FIR
4- /12 SLP D PL T TP! CODE
JOIIOI0110 * 50PSF @ 1.15 INCR.
.. TYPE D.. STEP-DOWN HIP SYSTEM
DEstGNED IN ACCOROANCr. WITH TPI-18 AHO NOS-17
PLATI~G C"NrORMS TO HUO Tca 11,05, 80CA 18-28, SBce 12121-18
TYPE _ 12li1
SFAN . 30rT, - OtN,
SPACING - 2'T, - DIN, ON CENTER
SHORT TEQ~ LOADI~G INCREA8E5
LUMijY.R STRESSeS INCREASED. 1,15
PLAT~ RATING INCREASED. 1,15
TOP CHORD SLOPE. 4,000/12,
8UTT cur. D,25IHCHE5
SLOPED LENGTH. 14 rT OtN,
uNtroNM l.OAotNG
top CHORD LL "
OL -
80T CHOND LL "'
01. :0
TOTAL 1..0AO "
30,0 psr
10,0 PSI'
0,0 PSI'
10,0 PlSr
50,0 psr
PANP:L, LENGTH SLOPE CHORD rORCE IIO"EIIT WEB rf1RCE AOOL UL CONC LOAD
rT IN 16 112 1.85 .IN-LllS L8S psr JT LBS
P I"' 5- 2- 9 4,00 C I. -3850 1551 ;, 1" -436 0 J I. 0
Ii' 2. 4- 4-1. 4,00 C 2. -3490 1551 w 2" 499 D J 2= 0
P )" 4- 4-12 4,00 C 3.. -2530 1675 w 3" -719 0 J 3= 0
P 4.. 7- 0- 0 0,00 C 4" -240.0 433 II 4= 5404 0 J 4- 0
P 5. 4- 4-12 -4,00 C 5" -2530 1675 II 5:0 0 0 J 511 0
P 6. 4- 4-1. -~,oo C 6- -3490 1551 II 6. 544 0 .; 611 0
I' 7.. 5e 2* 9 -4.00 C 7= -3850 1551 II 7. -n8 0 .; 7.. 0
P ~.. 1m 4-14 O,~O C 9_ 3653 1409 ;, 8_ 499 0 .; 9= 0
P ~'" 6- 7- 2 0,00 C 9" 3029 1409 II 9- -436 0 J 9" 0
1'\0" 2- o. 0 0,00 Cl0- HOD 1056 0 Jl0" 0
Pll- 6- 7- 2 0,00 Cl1= 3029 1409 0 Jl1= 0
PDII 7- 4-14 0,00 C12. 3653 1409 0 J12" 0
..... REPETITIVE STPESS VALUES HAVE BEEN APPLIED TO THIS Oo;SIGN ......
JOINT REACT (LIlIS 1 I'IIN ~RG (IN 1
J I -1500, 3,5
J . -1500, 3,5
TOP CHO- LX4 NO 2 KO SOUTHl!:RN PIllE r"1550 Ta 900 C=1150
COK8 STRESS RATIO= 0.8.9
eOT CllO- 2)(4 NO 2 KO SOUTHlRN PtllE r=1550 Ta 900 C=1150
COMB STRESS RATIO_ 0,995
TOP CIlD- 2X4 NO 2 S ORY/GRN DOUG rIR r.I450 T" 850 C-IOOO
COM8 STRESS RATIO. 0,927
81lT CliO. 2X4 NO 2 '5 ORY/CRN DOUG P'IR r=1450 t- 850 C.l000
COMB STRESS RATIO" 0.952
TOUI. 1.0lD Ot'L, AT Jr, 11 " O,4231I'l, CCAM!\I!:II. 0 1/4") L/DErt. " 850
~$.
i)
HYDRO.AIA ENOINEf:RING. 'NC. IS RESPONSl8LE FOR STRUCTURAL OeSION ACCURACY ONL v.
BASEO ON THe OeSIGN ~,ITeFUA SHOWN- ON THIS ORAW1N(i. CONNECTOR "LATE CAlCUlA.
TIONS ARe VALID ONLY FOR HYOAO-AI~ CONNECTOR PLATES. HYORO.AIA ASSUMES NO
Al!:SPON!18fllTY FOR DIMENSIONAL ACCURACY. AeSTMET1C APpeA,RANCE. FABRICATION
QUAliTY OR UNIFO~MiTY. INsrM.l..ATION OF TRUSSES. NOR OVeRALL. ROOF STRUCTURe
O~SIGN. FOA INFORMATION REQAROtNG FABRICATION. QUALITY CONTROL. STORAGE. DE.
lIVERV ERECTION AND BRACING OF TRusses, CONSULT THE "aUALITV CONTROL MANUAL
~OA UCHn METAt, PLATe CONNEcno wooo TRUSSES". QCM.n, AND TME "BRACING Of:
WOOD TRUSSes MANUAt,.".8WT.16. T~USS PLATE INSTITUTE. INC.. 1~OD !AST OfVON AVfHUE,
f'lt~ "1.AI~E!. IlLlNOl5, UtlU
~
HYDRO-A1R ~
P.O. BOX 135S
ST. LOUIS, 11040.63171
....~~".
HYDRO-HAIL
JOINT PLAtt SIZE
J 1/8 X 8 0
J 2 X 4 D
J 1/8 X 4 0
J 4 3 liB X 6 0
J 5 3 1/8 X 6 0
J 6 3 1/8 X 4 0
J 1 X 4 D
J 8 119 X D
J 9 1/8 X 4 D
JI0 3 1/8 X 6 0
Jll 118 X 4 0
J12 1/8 X 4 0
UN
3tH 1 1/211'0
SLOTS PARA TO Sl.OPfD
31N 1 1121N
SLOTS PARA TO SLOPED
4IN
3 1/81N
3 1/8111
2 3/81N
3 l/SI"
1/9IN
1/81"
.. SPLICES ~ASEO ON 16 rOOt MAXIMUM LENGTH LU~e
CI0 IS 3 1/8 X 6 D
o = 20 GA, (223 PSI USING NET PLAIE CONTACT A
~Ees ARE TO BE
\IItBS ARE 1'0 Bt
~O 3 KO SOUTHERN PINt
ST~ND DRTIGRN DOUG 'III
2X4
2X4
~~
i~.~
{Uti;.
.encl.
NOTES,
,. CUT ALL MEMBERS TO SEAR.
2. CENTER ALL PLATES ON
JOINTS UNLess OTHERWI$E
NOTee.
3. INDICATED CHORD SPLICES
SHALL BE LOCATEO " OF
THE PANEL LENGTM It:S''1
MEASURED FROM It. JOt,.."!"
'. '~"""" .~.7,..-, ';"
. .~~I$-!'h~.:$, .'".,.~ - "
TYPE D STEP-DOWN HIP SYSTEM
HYD~~-AIR ENCtNEtRI~G IHC
DIM HIP 1 , 2
OE3tGNE~ IN ACCORDANCE WITH TPI-7R AND HOS-77
PLATING CONrORMS TO HUO TCB 17.05, BOCA 78-28, SBCC 72121-78
JOINT
J
J
30.0 PH J
10.0 PSI
0.0 psr
10.0 psr J 4s
50.0 psr
J 9*
J10
T'hE . 1065
SPAN . 30rT. - 01N.
SPACING. 1fT. - OIN. ON CENTER
SHORT TlRM LOADING INCREASES
LUMBER STRr5SEs INCREASED. 1.15
PLATE RATING INCREASED. 1.15
T~P CHURD SLOPE. 4.000/12.
surT cur. 0.25 tNCHES
SLOPED LENGTH. 10 rT OIN.
uNIrORII LUAOING
TOP CHOPI) LL =
OL =
BOT CHORD 1.,1. "
OL .
TOTAL LUAD =
HYOIlO-NUL
Pt.ATE SIZE
.. PLATE LOCATION ..
.. x s* .a Y ..
1/8
o
X 0
lI8 X
o
3tN 1 1/2I~
SLOTS PARA TO SLOPED
X 4
o
1/8 X
o
1/8 X 4
2 1/4tN
o
3 1/6tH
'U TRUSS IS 5YM~ETRICAL ABOUT THE CENTERLIN!: *u
JOINTS MARKI';O I. , HAVE NO SYM~ETRICAL MATCH
PANEL LENGTH ~LO?! CHORD rORCE MOMENT WE!! rORCE AOOL UL CONC LOAD
rT HI 16 /12 1,85 IN-L8S LBS psr JT LBS ." SPLICES BASED ON 16 ,OOT MAXIMU~ LENGTH LU~8
P I. ~- 4-14 4.1\0 C 1. -3743 2051 W 1= -592 0 J 1= 0 C 8 IS 4 1/8 X 5 D
P 2" 4- 7- 2 4.00 C 2: -3162 2051 w 2" 366 0 J 2= 0 C 9 IS 4 1/8 X 6 0
P 3= 5- 0- 0 0.00 C 3= -3375 2430 W 3. 451 0 J 3= 0
P 9. S- 0- 0 0.00 C g. 3000 2290 W 4. -400 0 J 4= 0 D " 20 GA. e 223 PSI USING 11Ft PLATE CONTACr .I
PIO.IO- 0- 0 O.Otl C10. 3551 2290 0 J 9= 0
J10= 0 WEBS AR~ TO BE 2X4 NO 3 KO SOUT~ERN PIN[
..... REPETITIVr STRESS VALUES HAVE BEEN APPLIED TO THIS OESIGN .""** WERS ARE TO BE 211:4 STUD ORTIGRN DOUG rIP
JOINT REACTCLBSl HIN BRGON)
J I -1500. 3.5
J 7 -1500. 3,5
TOP CHO- 2X4 NO 2 KC SOUTHERN PINE ,=1550 T= 900 C=1150
COMB STRESS RATIO: 0.940
Bot C'lO- 7X4 NO 2 KO SOUTIlI':RN PINE .=1550 T= 900 C=1150
CtJIOC8 :HH..SS RATIO" 1.016
TOl' CHO- 2X4 NO 2 Dtll oS DRY/GRN DOUG rIR '.1700 T"1000 C"1150
CC I'll' STHt::SS RATIO= 0.897
BOT CHO- 2X4 NO [)EN oS DRYIGRN DOUG nil '=171\0 r=I'JOU C=1150
Cr"IlP STRESS RATIO: 0.922
TOTAL LOAD otfL. AT JT. 9. 0.469tN,
CCAIle[l<. 0 1/4")
L/O[F!.. "
767
I.
cB
e
M'r'D~O,AtR ENGINEERING. INC< \5 RESPQNSl8LE ~OR STRUCTURAL OeSIGN ACCURACY ONl. y.
aAseo Ofll THE DESIGN CRITERIA S...oWN ON nus DRAWING, CONNECT01=l PLATE CALCUlA.
nONS ARE V.l.l.iO ONLY FOf'! KVORO.A~R CON~eCj01=l PLATES_ KYOFlO.AIR ASSu~eS NO
qE!PONSHlIUTV FOR OlMENS10NAL ACCURACV, AEST1-lEnc APpeARANCE, FABRICATION
QUAliTY OR UNtFOFlM1TV; INSTALLATION OF TRUSSES, NOR OVERA.ll ROOF STRuCTURE.
DESIGN Fon lNFOAfAIl-Tl0N ql!GAROfNG 1=A,8FUCATlON. QUAliTY CONTROL. STO~AGE, DE.
\"lvEAY, ERECilON AND 3AACING OF T~USSES, CONSUL': THE "QUALITY CONTROL MANUAL
FOP: LIGHT ~ET^L PLA.TE CONNECTED WOOD ~~USSES". aeM.n, ANO 'r~~ "BRACING OF
1'0'000 TRUSSES MANUAl".8WT.7S. r~uss PlA'i'"lE INSTITUTe, INC.. 2"00 ~AST OEVON AV~NUE,
~!" "t...!Nl!S. 1:,,\..!NC1~. 50(l1~
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4.
t.1li!8<;~-
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:;..,......-::.~=r(;..~O~ I ~ i~
....~~~IllI!_1 -- ~ ~\... \ .~
::r;.-IJjj;;/:~.,~{;~!~ ~~~
.am.. .ou-".... .. _..,..~_~.~ ~~
. "'-- "'- "<o~" ..@\~_ '"
.R -- ~t"e' I.:~~
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/....~.....(k~i~o\CQ.~'t.~~~~t ~/IJ-
t t~\~~ ..~~t ~ j:~i t..,-7OIf ,~~~ 27.ta, ~qJ
\ ;,;.ra..il"'~'" ....... //!J;: ..:::a :::~. ~~
. ~... 'YJ 4 ~1-. I~:
~'~~"".' ~~+~,<:>~. ~i. CON'-,
:.!:,..- ~~..~. ~ ,S ~'A:"
t.. R!~ ......~ .,~~",....
'c~~ r.~..-~ .1.. ~1. =-
.. - \ 1 . ~..-...." ~ kJ52 ...
;1. ~ .'$:;'~~~\\'ll ~ '"
4\ ~~!!)Ji "~i ~ 11) \ ~_....!.
~J '___~., ~~.... +-'f'i
-:::~ , "" '../ ; .......,o..'*""
--- /~
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US! 0lllC'
~
HYDRO-AIR"
""OTES:
1 CUT ALL MEMBERS "TO BEAR.
2. CENTER ALL PLATES ON
JOINTS UNLESS OTHERWISE
NOT,EO.
3. iNDICATED Ct-IOAO SPUCES
SHALL 8E LOCATED ., OF
THE ,"ANE:.. ~E"'lGiH l.ttn
M;::ASURECi =ROM ..:. JOtNT.
iYPE D HI?
3bFT. SPAN 8FT. SETBACK
SOUTHERN P!~E + DOUGLAS FIR
4-112 SlP D PI.T TPI CODE
3<')/10/0110 . 50PSF @ 1.15 INCR.
P. o. BOX' 3 5 9
ST. LOUIS, ,\110 63177
TYPE D STEP-DOWN HIP SYSTEM
HYDRO-UA ENGINEERING IIIC GlRCtA HYDRO-NAIL .. PLATE LOCATION ..
JOli'lT PLAtE SIZE .. X .. .. Y ..
Or.SlCNEO IN ACCORDANCE ~ITH 11'1-78 AND NOS-n J \ 4 1/8 X 10 0 END HEIGHT . 3,'4
PLAT IIIG CONfOIlNS TO HUD Tce 11,05, BOCA 7~-28, slice 721:41-78 WITH 3 1/8 X 6 0 SECONOARY PLATING
TYPE: . 1265 (1I0DlrtEO) UN trORM LO"D ING J 2 X 4 0
S"A~. " 30fT, - OIN, TOI' CHOIlO LL : 30,0 PSF
SPACING. 2fT, - OtN, ON CENTF.R OL - 10,0 plIr J 3 118 X 8 C 4IH 1 1121N
SHORT TER~ LOADt~G INCREASES 1I0T CHORD LL . 0.0 psr SLOTS PARA TO StoOP EO
LU'IIlEIl STIIESS!!:S lNCR~ASED . 1,15 DL . 10,0 psr
PLATE RATtI-lC INCREASED. 1.15 TOTAL LOAD . 50,0 psr J 4 3 1/8 X 4 0 2 7/8IN 3 1/8111
T~P CHORD SLOPE . 4.000112,
J01'n NO, 1 HAS PEEN CHANGED TO A TYPE 14 J 5 X 4 D
JOINT NO, II HAS IIEEN CHANGED TO A TYPE 14
SLUPI;U J.ENGTH . 8 f1 OIN, J 6 3 1/8 X 8 0 4tN 1 1121N
SLOTS PARA TO SLOPEO
THIS 15 A GIROER TRUSS, MAUMUII SPAN or TIE IN TRUSSES " 8,00 rT.
PANEL LEIIGTH SLOPF: CHORD rORCE HOllENT wEe rORCE AOOL UJ. CONC LOAD
,.T IN 16 112 L8S IN-LPS LBS PSf JT LBS
I' 1" 4- ~- \ 4,00 e 1= -9964 1077 w 1. -441 0 J 1= 0
P 2- 1- 3-15 4,00 e 2- -9542 1017 w 2_ 502 u J 2= 0
I' 3. 4- 7- 1 0,00 C 3= -11084 4169 W 3" 2345 60 J 3" 148
P 4" 4- 9- 3 0,00 C 4" -11084 4169 It 4= -938 60 J 4" 0
P 5. 4- 7- 7 0,00 e 5- -11084 4769 W 5= 0 6U J 5= 0
P 6- )- 3-t!> -4,130 C 6- -9542 1077 w 6" -938 0 J 6= 74i1
P ,,, 4- 8- 1 -4,00 C 1= -9964 1077 It 7.. 2345 0 J 7= 0
P e- 8- 0- 0 0,00 C 8.. 9452 3610 It @. 502 15 J 8= 0
II 9- 4- 7- 7 0,00 e 911 9053 )610 w 9. -441 15 J 9- 0
PI0. 4- 9- 3 0,00 CI0" 11084 1650 15 JI0: 0
1'1111 4- 7- 1 0,00 ell" 9053 3610 15 Jll:1 0
PI'. S- 0- 0 O,Il0 C12- 9452 3610 15 J12" 0
JrJI~T RE1CTiL85l !ollld BRG(H/)
J I -3538, 3,5
J a -3538. 3.5
t~, C~O- 2X6 NO 2 ~D SOUTHERN PINE F=1300 T. 675 CII1200
eO~8 STRESS IIATI~= 0.698
BOT eHD- 'X6 NO 2 ~D SO~TH~R~ P.INt '.1300 t- 675 Cal'OO
. r.0~8 STRtSS RATIO- 0,939
TOP CHO- 'X6 NO 2 S DRYIGRN DOUG fIR f.1250 T. 650 Cal050
CO~8 STRESS RATIO= 0.'76
BOT eMD- 2X6 NO'S ORY/GRN DOUG fIR f=1250 T. 650 C=1050
eO~B STRESS RATIO: 0,975
.........................................................................
· 2 T~OS~'S ~UST ~~ S~CqRE~Y fASTENEO TOGfTHfP TO ACT AS A SINGLE UNIT .
......................................................*...............**
TOTAL LOAD OtfL. AT JT, 11 . O,491IN. (CAliBER. 0 1/4")
L/DEYL .
~' i gJ
..... .. I e'G.
..., , ',," : ' .' om.
Hyona.AIR ENGINEERING INC. IS AESPON$IBlE FOA STRUCTURAL OeSIGN ACCURACY ONLY.
B.ll,.SE"O ON TIo4E DESIGN CRITERIA SHOWN ON Tlo-ltS DRAWING. CONNECTOR Pt.ATE CALCULA-
TIONS ARE VALID ONI_ Y FOR HYORQ.A,IR CONNECTOR PLATES. ~YDRO-AIR ASSUMES NO
RESPONSl81llTV FOR OIM.eNS!O~AL ACCURACY. AESTHETIC AP9EARANce, FABRICATION
OUAlITV OR UNIFORMITY, 1NSTAlLATION OF TRUSSES, NOR OVERALL ROOF STRUCTURE
OeSIGN. ~OA INFORMATION REGARDING FABRICATION. QUALITY CONTROL. STORAGE. oe.
l.IVEn..... EReCTION AND 9RAC'NG OF TRUSSES. CONSULT THE "QUALITY CONTF(OL MANUAL
~OA llGHf MeTAL PlATE CONNECTt:O WOOO TRUSSES". OCM.77. AND THE "gRACING OF
yYQOQ TRVS$ES Mo\NUAl".!tN'!'.HI. T:qUSS nATE IN$TITUTe.INC., 1\iIHI l!"-'5T .,evo)t ...VENUE.
~
HYDRO.AIR..
p.O, BOX 1359
51'. t.OU_)~. MO.1!:3,\'11
J 7 X 4 0
J 8 4 1/8 X 10 D END HEIGHT = 3,'14
\lITH 3 liS X 6 0 SECONDARY PLATING
J 9 1/8 X 4 0 2 3/4tN 3 1/8111
JI0 1/8 X D
Jl1 1/8 X 4 0 1181N 3 1/8111
Jl. 1/8 X 4 0 , 3/4111 3 1/81"
.. SPLICES BASEO ON 16 'OOT IIAXIMUII ~ENGTH LU~8
CI0 IS 6 1/8 X 8 0
o . 20 CA, _J .2.23 PSI USING. NET .PL"TE CONTlCT j
WEBS ARE: TO !IE
\IEBS ARE TO BE
2X4
2X1
NO 3 ~o S~UT~lRII PINE
STU'O ORY IGRN
HEEL PLATE
~'~_ _ISECCN04RY PL~TING
." -- - - .' \ L
~, -,,3.Q4'!J
733
NOTES:
1 CUT All. MEMseRS TO BEAR.
2. CENTER ALL PLATES ON
JOINTS UNlESS OTHERWtSe
NOTED.
J. INDlCATeO CHORO sPLICES
SHALL. BE LOCATED '.4 OF
iHE; PANEl. LENGTH jrl)1
Mf.-"SUR::C\ ~qal~. ,0). jGtN1"
TYPE 0 HIP
30FT. SPAN 8FT. SETBACK
SOUTHERN PINE + DOUGLAS FIR
4-/12 SlP D PL T TPI CODE
JOI1010110 . SDPSF @ 1.15 INCR_
TYPE D STEP-DOWN HIP SYSTEM
-;.
.-
"
'":'"
w
u
~-
ClQ
o
~
'-'
FRAM 1 NG PLAN
6 I - 0"
JOIST
8 '- 0" J
F
S' - 0"
comeN
Jl AND J6
.-.
TRUSS
GIRDER
OH - 1
OH - 2
OH - 3
. COMMON
PIGGY3ACK
TYPE
1Z,65
lOGS
1065
12.67
~OO
'YES. (OH 1)__
x S NO.2
SHIM AND A
3x oPT
OR :3 liS X 6 tl
PLATE At
EACH UPPER
PAII4El. PO I NT
PIGGYBACK DETAIL
t
3 X 6 PT
OR 3 118 X 6 0
I
4' - 0"
t
JOIST
S' - 0"
J2 AND J5
MINIMUM ~UMBER TAB~E
SO. ?lNE DOUG FIR REAC-
M;.'1BER KO StORY nON
2-2X 6~2 2-2X 6,1
OR OR
HI? RAFTER 2X Sill 2X 8U 853
OR OR
2XIO!l2 2XI01l2
COM RAFT 2X 6112 2X 6112 :;20
Jl,J6 RAFT 2X 4112 2X 4,2 240 S I
J2,J5 RAFT 2X 4t2 2X 4112 160
J;,J4 RAFT 2X 4112 2X 4112 so J3 AND J4
CEIL JOIST 2X 4#2 2X 4112 SO
GENERAL NOTES
1. cut ALL MEMBERS TO BEAR.
2. CENTER ALL PLATES ON BOTH SIDES OF TRUSS JOINTS UN~ESS
OTHERWISE NOTED, AND PRESS SeCURE1.Y.
3. THE LUMBER GRADES AND PLATE SIZES SPECIFIED-ARE THE
MINIMUM PERMISSIBLE FOR THOSE SPANS SHOWN.
4. INDICATED CHORD SPLICES SHAL.L. BE 1.0CATED 1/4 OF THE
PANEl. L.ENGTH <.;t6") MEASURED FROM A JOINT.
S. RAFTER DIMENSION SHOWN 1.ESS 1 1/16 INCH IS TO BE useD
WHEN HIP RAFTER IS 2 PLY.
6. DEAD LOAD DEFLECTION IS LESS THAN 1./360.
7. PROVIDE NAILING OR MECHANICAL CONNECTION TO CARRY EACH
REACTION FROM TABLE ABOVE AT THE FACE OF THE GIRDER OR
HIP RAFTER. THIS IS THE RESPONSIBILITY OF THE CONTRACTOR.
liydro-Alr EltoilleeriNJ. lie. is rllSjIOIISiI!lG tor slr1If:llnI design atClnCY \\lily. lImIIIlIIlllle G8SiQI crurtlllIlIn 011
thIS llnwi!9. Cllnnect<< 1IlIIe ca:vtatillRs are vllld GIlly till' Hyllro-kr ClllInectllr pIalllll. HyQnloAi' _ DG r.
S'OII$111illty tar OiftlelIslOllal ~cy, aeslllelic ~e. lallriCalollllll&lly II' IIllIGmlIly. InSlJlililillII (1/ lrIISSeS. '-lUJilo
nor lIVd I1IlIl stnICUInllleslQn. For 1IlI000000liOll reqarolnq lallrlCatlQfi. QlI3iily CllIIUlll, st1n98. deIitIrY. nclIllI Hi ~R.
brWll9 01 trusslIS. eOlWll !lie OIWity MIIIIIII tor we Meal Pline Cmuctlld ~ TtlIUllS-QC1ll- n. _ lIIlI ,. . o. . 0 X 7 S $ .
BraCllllJ Of Wood T/lml!S M~_J..aWT. 76. Tm~ Pm! lMltt,:a. Inc.. 7"" R~ RM~. H'I1JltmIIfJ. MO 20783. T. l 0 U ) s. ... C 8 3 , 7 7
''"'..' '-~"'_"",. ,,'. _. .' ...._.". ".. ". , " " . . .... "." .... ..,-.,'" .'~ ",'" .".;- .,' ,....' ....._...,.,r""...,.'.',....~I,-:-'~~~""'~::'.~"?,;;"""';~."""."'~;''''.~,...~t~O-;'<,'~:>'~f'~,~''<.''<;':,~,~~~~~~\<;tr;t'@'r\'!.,,,.;:, i
rY~E : Kl~ F~t~IN~ PLt~
30' SPA... 4/12 ;. StT9AC~
30/10/C/IO= ~o =SF Ai l.l~
SC~T~~R\ ~I\E AND DauG~~S F!~
,~,..,-;.~~~~",,:,~
8tH fCA.rk~r
~~O ~ ~ \
. jAr ~rVlqw (t
--'I ',-
'1~_ it
,
j,
,f
II, I _ I
~~~'!~M '-~1 C~~!!,i~AI ~, ~~cmAN~~ ~O n~ !~~tmn
I ~l l
\i$--
(A) The Building Inspector, Heating Inspector, Plumbing Inspector,
and Electrical Inspector shall make a final inspection of all
new buildings, additions, and alterations. If no violation of
this Chapter or other laws or lawful orders be found, the Chief
Building Inspector shall issue a Certificate of Occupancy,
stating the purpose for which the building is to be used, also
the maximum load and maximum number of persons that may acc-
omodate on each floor thereof and also that the building or
premise or part. thereof and the purposed use thereof are in
conformity with the provision of Chapter 30 on Zoning and
City Planning, as required by Section 30-27 (C) of said Chapter.
NO BUILDiNG ORPA!{'l''l'HEREQFSItALL:BtOCCUPltDUNTttsUCH-'
CERTIFICATE HAS :BEEN ISSUED. NOR SHALL ANY BtJILDINCntOCCtJPttD
IN ANY MANNltR WItICHCONFttC'l'Stvt'l'It'l'HE CONDITlONSPU'l'FOR'l'It
IN THE CERTIF ICAtE OF OCCUPANCY.
PRe s e N T .-,. His CARO
FOR OCCUPANCY peRMIT TO
Code Enforcement Division
Room 205, City Hall
Oshkosh, Wisconsin 54901
TH I S au I LD ING SHALL
'NOT BE OCCUPIED UNTIL
FINAL INSPECTIONS
HAVE BEEN MADE AND
TH IS CARD SIGNED BY
THE FOLLOWrNGq~TN=
SPECTORS
B,UILDI.NG ~~.
ELECTRICAL?I
H E A. TI NG .A111~L
,..~
INSPECTIONS MAYSE
ARRANGED 8Y CALLING
236 - 5050.
DATE
DATE
DATE
/0 -23r~
/0- 27-<76
;t~ta~-