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2003-P06328 - new structure
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4140 Highwood Road - 07-117-23-44-0030
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2003-P06328 - new structure
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Last modified
8/22/2023 5:40:28 PM
Creation date
2/15/2017 12:37:47 PM
Metadata
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Template:
x Address Old
House Number
4140
Street Name
Highwood
Street Type
Road
Address
4140 Highwood Rd
Document Type
Permits/Inspections
PIN
0711723440030
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JUN-05-2003 THU 10:28 ID: ICF THERMALWALL TEL:962 826 6326 P:03 <br /> NOTES #4 '-0" DOWELS �W� ��� <br /> 1� MAXIMUM WALL LENGTH AU.OV�D 1�/ITHOUT A � 6�0�" O,C� Dp � pASS VERT. BARS <br /> CDNTR� JO1NT IS 50'-0". TOP OF �1 FOUNa p�iTl] 1�GH VN.L <br /> �� PRIOR TO BACKFILLING, FOIpUDATI�N WALL.S FND� WALL <br /> NUST HE LATERALLY SUPPORTED 8Y EE DETAIL FDR <br /> FLOOR CONSTRUCTIDN AT BQTH T[IP d GRADE AWAY LEDGER CONN, <br /> BOTTOM DR BY ADEQUATE TEMP� HRACING. <br /> 3� SPECIAL REVIEW RE�UIRED F�R � FR�M FDN�� , <br /> VALLS HIGHER TNAN 9 FT 4 IN, ' � <br /> 4. SEE S-2 F'�R PLACEMENT OF VEIttICAL REBAR. � <br /> S� FOUNDATION DRAIN TILE MUST CONPLY r/ U8C � <br /> APPENDIX 18P4.3 t� 1824,4 QR AN APP'D EOUIV. DWL EMBED 4" ���u�O�+DT �� <br /> MIN, INSTALL IN .�` �'�� BEHIND LEDGER <br /> WET CONCRETE <br /> DR DRIII. IN� �. VERTI � <br /> �4 HORIZ. ` StEELCAL �� <br /> � BARS Q 48"O,C . � (SEE S2) �� <br /> CQNCRETE(�8 DAY); 4000 PSI for GR I 6 II FIl1. SEE S-2 .� F RM <br /> 5000 PSI for GR YII F1LL THI�KNESS � <br /> �� � <br /> AGGREGATE: FTG — 14� MAX � � <br /> WAL�S — /4" MAX �4 x ?�'-0" DOVELS .• <br /> R�INFDRCINGs ASTM A615 GRADE 60 ! 6'-0 O,C, R GROUP I � Ii �t: � • <br /> e 3'-0" D�C, e GROUP II� �� . �� <br /> BACK 300 Y. GRANULAR -- GRQUP i - OR <br /> �ILLi EQUIVALENT FLUID PRESSURE � <br /> C YEq) � 3S PCF � tn �t ___..� � � <br />. � � '' ' <br /> GRANULpR 6 LIGHTCI.AY - GR[lUP II � � FLOOR <br /> EQUIVALENT FLUID PRESSURE TYP� 1�h" ��� '' � SLAB � <br /> <Y�4) = 45 PCF P �3�h" �� , <br /> 3 <br /> HEAVYCLAY - GROUP III MQNQLITHIC P�UR w/ ' 4 � � <br /> EqUIVALENT FLU�D PRESSURE NO DWL� Olt KEYWAY '� <br /> (YBq) m 65 PCF � � ��. <br /> GROUPS BASED fJN CpDE, SEE SHT� S-5 DRAIN� � � � <br /> TI�E DWL EMBED 4IN MIN <br /> 20" x 8" FTG <MIN> INSIALL IN WET CONC. <br /> FTG SI2E BASED ON OR DRILL IN, <br /> soi� cONDiTioNs e S�C T I Q N <br /> EA, szTE. W A LL _ ,_ <br /> � - � wac � . • �Nc <br /> TQ' � WALL ■ Ta+ � W1LL � iD � LEDt�'R� . <br /> IWJ HT. ff ,�ST WIL� FIT. � .�ST <br /> �� �� A <br /> �� �� <br /> � ' ------- ---- � • � -� - � <br /> � �` ---��__.. _--- - I <br /> D1►�0�A�S JG[NT4 �� �Q[STS �`� <br /> FLOOt T� <br /> ��E�■ 1Y OTFE1!= <br /> QC. SPACE� ��•� SPAC�ED �wl1j'/ x A'�A.1p. <br /> 1 C P L F� !4�� E�i�" A�PAfiT L�t i1�1!�!� �•�4 �' �S I I p S�I <br /> �4f 4�� x 9' SCR S t4> N� x�8'��G R E V t �,'j�'�! K��S�s <br /> lld� 2 x 10 t�0� 8 IIiN. 8 x 1a 1�. t <br /> . GI1AnE l[D6ER 110ARD GRAO� L[aER �OIIRO <br /> 'OLYSTE U l. MPL /S , AUL J. H. Dahlmeier <br /> /995 180TH STREET N�RTH oa�er � Engineering Inc. SB - lA <br /> H U G C], N1N S S�3 8 �� 44&! �ommsros Boal�v�sd B6�-�79-�7�8 <br /> Monad� MN �1�8&! Fu 969-47�')A1 6�11/Ol <br />
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