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3402 30TH DR 2016 Plans 2025-05-14
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3402 30TH DR 2016 Plans 2025-05-14
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Last modified
5/14/2025 1:16:56 PM
Creation date
6/19/2018 11:00:04 AM
Metadata
Fields
Template:
Address Document
Street Name
30TH DR
Street Number
3402
Permit
C1603-050-054
Year
2016
Notes
NEW TOWNHOMES - THE TOWNS AT RIVERFRONT
Address Document Type
Plans
Imported From Microfiche
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DBL 2x 20 <br /> RIM S9.0 PT 4x4 <br /> ------------------------- TYP <br /> .- ' ' '. <br /> I ' .. ' ' ' � ' �; � <br /> I PT 4x8 FB � <br /> � � o � � . <br /> 1 x � I <br /> N p I <br /> � � <br /> � j � � � �' <br /> a. <br /> S9.0 I LED ER F; °,, ' � <br /> � 6x10 CON . H R � � ' ' '( �` <br /> GT (3) x10 NDR � � i � r � � �.,� � ; <br /> ABOVE <br /> �: � � � � �; � �: � � `� <br /> I (2) 2x6 HDR <br /> ^ � <br /> � � � ` ,x � <br /> i I � <br /> � , 25 C�nt�'af '�f���r� �e���e 2�t# <br /> � � �ii:�''i�t���r�t}S�F���Qfl ����`� a <br /> , i ��� � � <br /> � � Q � o P`�2����;7�3f� f;��Sf����l"�4& ; <br /> I � �Q 1 � � O <br /> � � - tN'e�b ����f�6���d���`���t�m�� <br /> � �o z � � �o z ,_,. : � .,: k ..�..u. ,:: ? <br /> �� � �� <br /> � C� . � `� � <br /> � � o a' <br /> >-- <br /> „ ; X E- f N~ 5052 REGISTERED <br /> � ' 6x6 � ARCHITECT <br /> GT <br /> ' 9 AB VE � 3 9 M!D LEVEL <br /> ( 4x6 S9.0 6x 59.0 S9.0 LANDING <br /> � --�---- 4x6 ROBERT E. WEIBL� <br /> .125 13. 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BELOW. � <br /> � C� � � � I / LEVEL � � � � I � o �l ,� �� N j / � r: CANT. 4x10 a8 � <br /> r�= �-� 1- -I o�°�- �� (2 2x 0 � � j LANDING � � ' ` � <br /> � �� � `� r � -------� � ' i � � N �� �(2)2x10 FB� �� --- ` BELOW Q � � <br /> i� 1 �, E-- - - - _ __ _ _ __ <br /> 'i � � � � � N 4x8 � � � � ,�, �� � MID LANDING , � <br /> GT I� I I I � � 0 � 16" OC � e �e i PO T . . $. .� <br /> _ � � a a e <br /> ABQVE �� I I i -� 9 YP. U.N.O. ' f pB0 E ° < � <br /> � t,, <br /> - --- -- ' < <� � �.. <br /> I I S9.0 -- 4x8 � I � � <br /> I� I I I x GL 6. 5X19 5 F 6 6 � <br /> . __ . __ _ _ < � <br /> 4x6 � -- =- (2) x6 D GT ABOVE , ' - - - - - - - - - - - - < � <br /> POST 9 � <br /> 125 3.5 DRQ BE M 1 S9.o � �, <br /> � �� L S210 3 I - `� <br /> � <br /> � � � <br /> , o ____._____.._m� ,I � � <br /> � o � � ' <br /> I _ � ^ Q � @a � <br /> � <br /> � � �I � z � a: - — � <br /> c� 6 ' � � � � Z � r <br /> 6 � � 1 S9.0 � o� � _ <br /> S9.0 N S9.0 I� X�' � <br /> , �, � m,' "' m � : <br /> GT I ' � �n � 59.0 •• <br /> ABOVE ; � ; � �I� (3 2x10 (3 2x10 �v I � � <br /> E _ ---__-- w� <br /> � x �� � O r <br /> � � 1 Q� o <br /> I � �'� � I g ev . <br /> ' <br /> , � �' GT ABOVE ��' � � � <br /> � � CONTINUOUS <br /> � CS16 W/ <br /> i = ` �. . . .�. . . .-. . . . - . . . - . . � - - - - <br /> . . . . . . . . . . �. .5�'ax19�. LB .N .R. . . . .�.� . . . . . . . . . BLOCKING V� <br /> c� �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �.� <br /> cv � . . . . . . . ' � � � <br /> ^ �.' �. ,. .. � . � I Q e.. . <br /> _ _ o _ � MST60 �.� . . , . :. . . . . � I MST60 � a N <br /> _ � <br /> , . . . . . . <br /> - F <br /> . . . . . . . . o <br /> 4 (3)2x10 HDR I.� . . -- -- - -- - - -- - <br /> . . � <br /> . . . <br /> . <br /> - - i. . . � . LOOR ABOVE �4 J o <br /> _ (2 2x8 HDR s9.0 -- _- ---_� ---- S9.0 � <br /> BLOCKED MST60 <br /> �3 �3 DIAPHRAGM � � <br /> S9.6 �N S9.6 � U <br /> OH � >, <br /> � �' m a <br /> � ` <br /> UPPPER LEVEL MAIN LEVEL � d o <br /> U I�I I T G FRAMING PLAN U N I T � FRAMING PLAN �"' <br /> 1�4��=1�_��� ��4„_1'-0" � j <br /> o • <br /> � <br /> � r <br /> � ❑ <br /> � <br /> � <br /> � � <br /> �+ <br /> � <br /> � , <br /> � � <br /> � � <br /> o � <br /> � � <br /> � � � � <br /> FLOOR FRAMINC NC� TES W � ° tJ <br /> � � �' � <br /> � � � <br /> SF STRUCTURAL FASCIA (5/4 x 8) FRAMING DIRECTiON � � Q' <br /> �B FLUSH BEAM � � r <br /> 0 <br /> � � � <br /> � <br /> HDR HEADER EXTENT OF FRAMING � � � <br /> GT GIRDER TRUSS � � � <br /> W � <br /> ��� GLU-LAMINATED BEAM (SEE SNEET 51.0 (SEC. 06185) � W � <br /> FOR CAMBER INFO.} .�r O ' <br /> FLOQR JOISTS ARE TYPICALLY "� � <br /> 2x10 AT 16" O.C. � � <br /> � (2) 2x STUDS UNO SY X�, WHERE X=NUMBER OF STUDS U.N.O � � <br /> � <br /> r HANGERS INDICATED ARE SIMPSON STRONG-TIE � �. <br /> � <br /> FLOOR SHEATHING SHALL BE AS INDICATED ON SHEET S1.0. '1� �.. " <br /> f <br /> ALL BEAMS AND NEADERS SHALL BE SUPPORTED ON DOUBLE ; VENT DUCTWG � <br /> STUDS UNLESS NOTED OTHERWISE. PROVIDE 3 SUNDLED STUDS ; <br /> UNDER BEAMS GREATER THAN 6" WIDE AND 2 BUNQLED STUDS � <br /> UNDER BEAMS LESS THAN 6" WIDE. FACE NAl� BUNDLED STUQS f � Job No.: 13-47 <br /> TOGETHER WITH (2) 16d AT 12" O.C. TYPICAL. ---------� � <br /> � Sheet No.: • <br /> SEE SHEETS S9.Q 8c S9.1 FOR TYPICAL WOOD FRAMING DETAILS. � <br /> � U 14! <br /> _ Sheet Order: A � � F R E � � � � <br /> T <br />
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