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26'-6" <br /> 16'-6"f verify 6'-3"f verify <br /> � � � � <br /> I I ( ( <br /> w <br /> I ( �III �I I I I 8�� �t I I <br /> � � �-..--��4" �8cG �Plyw�ood �—I= I � � � � verif G <br /> I I PMZNG D I I I I IGiuekl & IScrelwed I I I �,, I I I I ' FRPMIGNtp I <br /> I I � �ESIGNE N t I I I �g�( RS I <br /> 8� R S N I I I I I I p�H� <br /> O�NE �� <br /> I I cn � eader ( I UNDERMINE Exist. BLOCK WALL. <br /> I ( � � n\�� � � � � � � � � 2'— "t I I G R O U T or P O U R S O�I D <br /> I I �IN I I I I I I I I veri TO SUPPORT WALL <br /> � � <br /> N � III 4x4 POST � � I <br /> �I ( I � Solid Block thru Floor verif t ( I � <br /> � � p 4x4 POST to Bsmt. Floor ___ 42"min_ FROST DEPT � <br /> N I I � J <br /> 3 i------- --- i <br /> � � �� � � � � � � I fOp I I � <br /> over Op ing elo i � �r � <br /> I I � � � � � � � � � � � � � � � � � I � <br /> i — -�--�- — �----�- i <br /> I I � I � � � � � I � i <br /> � J , . _ _ � <br /> � � <br /> I I '� �� ' � <br /> I I I I I I I I I I I I I I verif ,rt ' i <br /> I I I I i I I I I I I I I I ' �—� ; <br /> I � I I I I ; , <br /> I I ax. Pos I i I I I ' — — � i <br /> I I r— <br /> ----- �------------- — ---------------� <br /> r---- --� ! � i <br /> � I � I <br /> 1 <br /> � �-- � � � I I 12x12 MAS. PIER a 2 <br /> i <br /> 3-1%x5% M.L. COLUMN <br /> � __� w� 4-#4 from FTG. W� 2 i Conn i4x2x 4 x0�-6" <br /> ��____ ____� 1 4�x3°xl° Conc. Footing � » 2-/ �x5 Mas.Sleeve Anchors <br /> 4�x3�x1� Conc. Footing X2 w/ 5-#4x44" N-S TO 8 above GRADE & 2_8"�x4"Lag Screws <br /> w/ 5-#4x44" N-S w/ 6-#4x32" E-W <br /> w/ 6-#4x32" E-W <br /> 27'-6"max. POST to POST <br /> �o o r�� �e n`f'�C. GC`h�^'yQ <br /> 2 �� <br /> X2 ��,ic.o���- �2-9 '��f „�/ <br /> 0� <br /> Q"'"° .°'a'd'°� p°`� mr <br /> o�rtlryr <br /> � �.� � 2nd FLOOR PLAN SH EET N <br /> d Sbo4 � <br /> xi �SCAI.E: i/4' = i'-0" _ 1. FIELD VERIFY ALL EXISTING CONDITIONS & DIMENSIONS. <br /> Warren ut�edge ,.� REFER TO ARCHITECTURAL DRAWINGS FOR FINISHES & ELEVATIONS. <br /> p�KLqoa ii ig R.s, ��a 14736 ��_ j/l/j,l � ,Z��/� �7` - �� 7� C7 — 2. CONSTRUCTION TO MEET & EXCEED ALL STATE, <br /> �, FEDERAL & LOCAL BUILDING CODES <br /> _ 3. ABBREVIATIONS: TBR = To Be Removed, Brg. = Bearing <br /> � Re�Ce X� 2 L4�1�� M.L. = Micro-Lam (Laminated Veneer Lumber) <br /> DESIGN oA� uno = unless noted otherwise <br /> 1999 REMODEL 1999.11.16 — 4. MATERIALS: Concrete = 3000psi., Reinf. = 40000psi <br /> 3448 N. SHORE DRIVE $TR�T�� Joist & Studs = #2 SPF or Better <br /> 1409 S. 7th St. HOPKINS, MN 55343 �� � Joist Hangers are Face Mounted, uno <br /> CRYSTAL BAY, MINNESOTA 55391 612-935-5550 FAX 935-0901 � 271 -31 <br />