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• ca�at�o�s � - <br /> 1. Systsm spueing is based on the followaig � <br /> notee and assumpEiona. If Rdd eondilfona BASEMENT LEVEI. fOUNDA71oN; � � <br /> differ, nott[y Engineer before plactng INTFRfoR PARTiTIaNs NOT SHONN � <br /> anchors � <br /> 2. Structura �= ANCHOR NUAIBER � <br /> - Foundatiart: S' thk. CMU �m11 w/ SECnp,�+ ,. <br /> 16Yht10D spnead foot�9 7YP� A �v <br /> 3 � <br /> - Ext. siding rfiyl/�rood, brick � <br /> - Rvof: asphdt sh ingl es �, <br /> — Exist structuro Is generally in good 3'—Q" 4'-5" 4'-6" 4' 6" 4�-6" 4'-6" 4'-6" 4�-6" 4'-6" 3'-0" <br /> oanditim. � <br /> 3. Appfy typical xall anchor plates to wolls � <br /> unkss noted otherwise. � <br /> 4. Maw3num allo�e+�le deRection li► walls is -a <br /> 4" off plumb bosed on fhe hei9ht of a 9 <br /> � <br /> foot high walL <br /> 5. Masimum effective anchor spacing: 4'--0" <br /> fi. Ma�dmum rilowehte anchor apacing: 5'-0" � � � O /"� � /� � �--� <br /> �-i �/ U � <br /> h'c�+N!rd� �EqFlCATIDNS <br /> Pi� sta�: asr� aia» aaoe-ctoto, �o <br /> gauge plate em6aased with tswo (2) <br /> longitudnal ribs, hot-dip gal+r�ized <br /> •lNdl Plates 12"x18' &12'�QB" <br /> •Earth Anchors: Fab[fcctGed tram txro Nall <br /> plates welded in a crass pattem. <br /> •One inch on eadt end of xall plates ben} <br /> 90 degreeA <br /> •Thres stzes 16'XI6', 16'x28", md <br /> 26'x26", per mfr's recammendatPon. <br /> Thread Rad (Part;�HYlITt-S230-rrQ75-80J: <br /> •Medium Carbon Steel <br /> •Tens�le strength = B5 Icsi (min.), <br /> Allowable Eene➢e capxity= 14 k�s 3f4 <br /> .- 1D UNC 2A, 8[?" tong ```` itGiHAl�e'`'/ <br /> .Hot-dip galv�ized �ti�� rqi� <br /> h61n. 2 per anchar assembly �. �j�,.........��. '� <br /> Threvd Rod Caupler. �vs'' ' ,9 � <br /> �+HSI 1144 �p f LICEhlSED•'�� <br /> •Yleld strength � 1 W ks1 (min.}, 7ensile _�� ARCHtTECT .:Z= <br /> sinngth = t15 ksf{min,) " i, H .St9a6 i _ <br /> •3/4 - 10 IS�EC 2B. ov�siZed top. 3" laa�g �. r�Q: <br /> x 6.9�84� dl�netpr, hot-dip gol+rviized �`��r'OF �� ,1`�• <br /> Taminatlon H�+d�rane: A Detailed Wor�k Ar�ea '�+n ,M� ���` <br /> •SNE �95 Grade 2 heavy squore nuts �r«���«�� <br /> •3/4- 16 UNC 2B, o�sized tap. 2 SCAZE,•N!'S <br /> hot-dip qafwnized <br /> �--�AY M A N �IV G I 1�E E R I N G LT C] These draw[ngs ore sc�bJect I hernby cerNfythat thrs plan, <br /> � to the Hayman Engineering � speciPicatiavoorrepqrtwas � <br /> 205ParkCentralEast,Ste4]2,5pringfield,MOfi58fl6 Terms and Conditions preparedbymeorundermy w <br /> Joel G.Charnber[ain,AIA IJcensed ArchRect Minnesota License No.�1945 <br /> Board of Engineers-Firm License(COA)7I8505200029 directsupervisionand Chatl `�" <br /> (417}931-5550 h3eorden@haymanenginee�ng.com ��A N am a du[y Lioensed Ardiitect `� <br /> under�e laws oCthe Sbte of <br /> FOUNDATIDN WORK BY� Owner: Andrewlverson t,n� � <br /> INNQVAT]VE BASEMENT SYSTEMS Address: 13185prucePlace . ber[ai� <br /> Mouncf,MN 55364 � <br /> 1 T QD H�LSTEfN DR1VE 1vbNo; HE17060084 � <br /> P 1 nl E C t TY� �+/I N 5 5 O 6 3 Date: 06/26/17 censep 51945 Date: <br /> (8BS} ��S- 242 Rwn By: 1KT Cf�kd By: �GC O6/26I17 <br />