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2005-P09249 - addn/remodel/repair
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Hackberry Hill
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80 Hackberry Hill - 33-118-23-44-0022
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2005-P09249 - addn/remodel/repair
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Last modified
8/22/2023 4:52:43 PM
Creation date
1/18/2017 1:59:50 PM
Metadata
Fields
Template:
x Address Old
House Number
80
Street Name
Hackberry
Street Type
Hill
Address
80 Hackberry Hill
Document Type
Permits/Inspections
PIN
3311823440022
Supplemental fields
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Updated
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��p, 23, 20Q5„ 4: � 9rN_� A�D M TRUS� tiC, 5�'� �_..�. 4 � <br /> � ', �)9/2U/q5 <br /> �� �� 1:21 pm <br /> I� FO ESTPIip���IN6. � ] 0� 1 � <br /> �C� � <br /> ,KcyBca�n�V� ion 4i22f'�� � � _ � <br /> Duab��%crsi n: 23G', <br /> Memb r Data � ' - � I <br /> � Descripti n: i , ember Type: Beam Application:Roof I <br /> ateral Bracing: Continuous Slope: I .00/ 12 � , <br /> ; Standar Load: � , oisture Condition: Dry Buildin� Code: IBC/IRC , <br /> Live Loa : 35 plt I eflection Criteria: U240 Ilve, L/180 totai <br /> Dead �o d: ' 2 pl� eck Connectlon:Nailed Membe�Weight: 19_1 plf <br /> DOL: 115% � ilename : KYB1 , <br /> Non-st�nda� Lbads '�i <br /> �YPB '� �' " Trib. Lfve Dead <br /> (Descrip�lon)' I Begi,h End Wldth Start End Start' End DO� <br /> Addltional Unifo m � If 0' 0.0 " 16' 0.00" 713 408 115°Xo <br /> � ' II il I,' <br /> li <br /> �600 I <br /> i <br /> 16 0 0 � <br /> i <br /> Bearin�s a'r� R�aCtions <br /> � � I I <br /> I Input M�nimuM Worat Case j <br /> Locatfo e Len h Length Total 11570 100y. Dead Total I � '� <br /> �. i� � <br /> 1 0' .OD', NVall 3.50" 2.08' � 9300# 582�# 0# 3479# 930�# ' 'i <br /> 2 I15'6,75' wail 3.50" 2.08", %I, 9300�i 5821# 0# 3479# 9300# �� I , � <br /> 'i � � �I <br /> Design Ipan� I�, ' I <br /> 1 ' .7 " , <br /> � B � <br /> Product:1�314x'^I4I�IW�-LAM LVL 2.�E 3 pty I, <br /> Dpsf9n;as urrle9 cor�tinuoua latoral 6racln for both chords. , <br /> Allow8��ble Stress Design I' I� <br /> � <br /> I w hle Ca ad Lo�atlon Loading , <br /> .l Aaual Allo a p ty � � <br /> Positive omen! I 36760.Y# 51379.'# 70% 7.78' Totafload 115P/e <br /> Shear Iv' � 7905.# ' 1fi060.# 49% .01' lotelload,115P/o � <br /> Max, Rea�t�on 9298.# ' 15619.# 58°/a 0' �ead loatl <br /> LL�efle�ion ' .4112' ' ]781" L1a54 7.78' TotalJoad I115% <br /> TLDelleclon , .6569" 1,D375" L/294 7.78' Totaiload�115% <br /> Gontrol: P siGve M on� i� I <br /> Design ssumes repfllllvg member use increase in ntlin9 StreSs; 4 9'a <br /> Manula�luro�s�ns aqal�on guide MUST be consulteG fo,muiq-p�y connection details and altemall�es I <br /> � I � <br /> i i <br /> , I i <br /> ; i , I <br /> II � I � <br /> II �� � II <br /> �.... I All mauc[namac ve Iraa a �� ot t�elr flff IvB ONlefd � Jlm Ptldcett ��, . I � <br /> , o r1a Dea PdMlnru.ir�e �� <br /> ' � �� 28�97 H.y AS NE , <br /> �cr�o��(q�Gea:oo2 q�'IHry ck Emerptlscs,Inc.AlL kIGhTS RESERVEO. li9ml,MN 550�0 I <br /> , .t..qn.o��� I�, � I I �, <br />
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