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2003-P06272 - garage addition & remodel
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4425 North Shore Drive - 07-117-23-34-0003
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2003-P06272 - garage addition & remodel
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Entry Properties
Last modified
8/22/2023 5:36:53 PM
Creation date
1/24/2018 9:34:06 AM
Metadata
Fields
Template:
x Address Old
House Number
4425
Street Name
North Shore
Street Type
Drive
Address
4425 North Shore Dr
Document Type
Permits/Inspections
PIN
0711723340003
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Updated
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� r � Df)d WDW <br /> � ' <br /> �;,.�,,,�,,,g.��;,�`��,� 2 pcs of� 314"x 91/2"�.bE Parallam�PSL <br /> "�2 ��$��� THIS PRC�DUCT I�IEETS OR EXCEE[}S THE SET QESlGN <br /> Page 1 Engirre Vetsion:1.5.12 <br /> COMTROLS FQR THE/01PPLtC�1T101V AWD LOADS USTED <br /> n <br /> t <br /> _ <br /> �_ . � <br /> a �.�. � <br /> 1'h-�t��n is�ooee{si4�t. <br /> LOI4DS• <br /> Att2ty�is�for�Drop Bea►n AA�twtt�er. Tr�t�y LC�d�dt�i:7' <br /> Prir�ry L�d C3ro�-R�iderrdal-Living Ar�s(�}:40.Q L.iv+e�1 W%duration,15.0 Q�d <br /> Vertical Lcads: <br /> Ty� Class Lhte Dea� l�on AppUc�ion CommeM <br /> UniForm(pit} F�or(1.00) Z�.O 1�.� 0 To 9'4" Adds To <br /> Urtiform(pifl R�f(12� 400.0 1�.Q 0 To 1' Ad�To <br /> Pdr�t(tbs) Roof(1.2� 0 2336 1' - <br /> {1} Pairrt(1bs) ftoof(1.25j U 2�i8 9 1" - <br /> -(�?��3+���tmtes loads are�ti'uanDh to suPi� Sufficierrt strertgth fu�d�th blockirq�,rtm ar squash�cs sre�uir�J ah suppart(s):2 The <br /> acc�soriss s�nm,at the�agram above,F�ve NOT b�n checked for c��r. �vrn�r�rd aating point t�ds are included in the reporteal StJf'�Pf1R"f(S) <br /> reactions. These are the�arn.�a�w�h the h�qhest�fliai�nt of duratiort�d rrray rtot be Ute�CRITIC�.�when d�signing the <br /> suppotting memher be3aw. <br /> SUPPORTS� <br /> I�pirt B�aring VeRlc�l Reat�ons pt� E�tall Ot�er <br /> Wfdth Let[gth Uv�fUpltlrfTatal <br /> 1 Wu�calurrm 3.50° 3.5Q" 1878/�74!0/4752 !.5 None <br /> 2 Wood column 3.50" 3_50° 7�/3169 IO E 4678 L5 None <br /> -S�TJ SPECIFIER'S/SUlLDERS GIJIDE'ko�'d�7(s}:L5 <br /> DES�l3N CONTROLS• <br /> Maximum De�n Cortra! Control Locailon <br /> St�r(Ibs) 4585 -1836 6428 Passed(�) Rt.etnl&pan 1 under Fiaor I�ding <br /> MomeM(Ft tbs) 56�i �15 f3�/ P�ssed(43%) AAID S�n 1 urtder Floor k�ding � <br /> Live Load�(in) 0.1f� d_� Pas�ct(U9.97) AAfD S�1 urnler Roof to�d'mg <br /> To#al 1 oad Qefl(mj 0.190 0.450 Passed(L�9) MID&pan 1 tAtdd'Raaf loadmg <br /> -Deflectian Criteria:STANDARD(LL:L/360,TL:fJ240). <br /> -Bra+qrig(Lu�AU cornPressior+�(toP and�o3tom)musi�brat;ed at 7 S"aJc unt�s d�7ed a�e. Pra�er a�rr�t arttl pr,�ior�mg oF lateral <br /> bracvng is reyt,a��achieve member stab�lity- <br /> PRQJECT INFORNIATION: OPERATOR INFORMATION: <br /> �ERR'f�MIKKELSOM <br /> DFP PLAN(Vi1VG&DESIGN <br /> 9100 BALTIMORE ST <br /> BLAIP(E,MPl 55449 <br /> Photte:7q-78Q-�J4 <br /> F�c :7G3-7�-8095 <br /> DFPPLAN(VIPfGDESIGN�VISI.CQM <br /> Copyxiqiat O 2002 by Trus Joist, a Weyethaeuser Buainess <br /> paralZ�is a registered trademark of Trus 3oist. <br />
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