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2401 TAYLOR DR 2020 Plans 2022-11-30
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2401 TAYLOR DR 2020 Plans 2022-11-30
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Last modified
11/30/2022 8:10:32 AM
Creation date
2/24/2022 8:59:52 AM
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Template:
Address Document
Street Name
TAYLOR DR
Street Number
2401
Permit
C2004-001
Year
2020
Notes
NEW SFR WITH ATTACHED GARAGE
Address Document Type
Plans
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FRAMING NOTE <br />FLOOR FRAMING DESIGN BY TRUSS COMPANY <br />ROOF FRAMING DESIGN BY TRUSS COMPANY <br />� <br />r, The contractor shall verify errf�+ III notes, dimensions <br />& conditions prior <br />to construction, <br />?. Floor Joists to be 2x10Hf2 @ I0 oc unless noted otherwise U.N.0 <br />with F .i 0 <br />. A,II Headers to be 4x8E=1f2, � ti (,} 2a� r��t U !. <br />• g l �: <br />1 �1iaU N THE UUI�Si® AUK 4. Provide Solid Blocking Over supports. Provide Fire 1311<9 at III plumbing <br />THIS WALL LINE penetrations <br />SEE A5.0 FOR NOTE 5. 0 Indicates point load supported w/ 2x or 4x <br />6. All wood are contact with concrete shall be pressure ssure treated wood. <br />i. Posts shall be 4x4Df2 & 4x6Df2 r) beam joints UXO <br />xx 1 <br />. GL to be 24F-V4 U.N.0, PSL to be 2.01E U.N.0 <br />ac <br />All b supported on �1 2 2 FC�r� /d6�d <br />��Iwl beams shall I�� ����� d � � } (King t <br />� Configuration), U.N.O. <br />�4s <br />OFF .n, Check 1 problems, -t <br />� 11�I�SN 10. � �c r��� ��h�r� plumbing b may cause � c� � <br />1 , s <br />flanges centered �f� �a[�t.�, irar�rbirr. �11�9 �t�, ���itav� rdt�r�r��:ctr�r�.� at <br />f1 <br />0 t P <br />GLB 5-1f8 x 1m1/2 car x �2Uf1 � 1 ® — — — — — — — — —; — — — -- — — post to pads, post to beams, etc. <br />f —— <br />1 P `fERIALS <br />� [ 1. Fasteners for I�i lWood shall be dippedhot zinc coated alv. steel, or <br />I FULL HEIGHT <br />Stainless tel. <br />I <br />2. PT materials and are good shall have moisture barrier installed where <br />concrete <br />Q0 CONC. <br />4 _ <br />� ���r�t� p� c�r�rd against���� wood construction. <br />� I <br />I 1 <br />I I �W ftI I <br />LL <br />IPLAN FOR THIS AREA <br />xI! F p p <br />m <br />fI � I <br />r <br />L r <br />e6_1 <br />�-2'` �1 <br />tI�I�i iCl�l , : L�,U A�F LI1�10A <br />�� 1 1 <br />L� /04�m / L 5 1 x 0 / <br />m0 <br />I I 1 I <br />1 <br />a <br />� � 1 <br />I <br />I <br />2x6 Brace SIMP3ON MSTl 36 CONC <br />I I <br />�� ITT bottom or Joist x �--. t� t�� it� Fre J BIk <br />F <br />x x� 72Ft <br />1 i aI T R <br />0 e �- <br />.ABOVE1 I <br />n, L� <br />c <br />I I 1 I <br />e � <br />�1 <br />11 F 2�12Lf2 Ledger �J <br />_ BEA <br />RING WALL FLUSH 4x12 U2 FLUSH LUFx1�f2 < �. f (3) 1/2Fx FLag Screws <br />I <br />- <br />F <br />� x I I <br />1 <br />IPSON 1-1D8A > , <br />STAIR <br />I` <br />I <br />� II!>� � I��`I 0 �r <br />this a line , <br />: <br />II l I �.. 1 I 1 I <br />FF <br />i� t �t /t� dig <br />A.B. <br />II <br />�B���d <br />FOa�� <br />¢6VyF' f/fp�{i1 <br />II Ip <br />t <br />.. �.. - <br />FLYWU Oil <br />1N 7J iJl @ 12 ®C r <br />1 I 1 II <br />USE HU210 �[� DUAL l ,. <br />Ij .. .� <br />f m tea. �m <br />®, i _ `� ELF 5118�t12 ®� .� <br />II CI I <br />0 1 <br />l <br />I r I p I <br />a sv <br />I <br />L , 2�8 �+ 16 OC SEE A4.0 FOUNDATION18 PLAN FOR GARAGE <br />G�S- 2 l:__d C � <br />® I I I[ !I <br />00 <br />BEAM TO BEAM CONN WC) <br />I I 1 I I II II <br />SHUG_- I <br />I L <br />4 <br />° 2 I <br />I I I 1 Ii <br />i <br />I I <br />. III <br />G <br />3or 6x12l <br />I � � I II <br />I I <br />I I I I <br />�r <br />e� CA%I`L U FJ CONC. FOUNDAt <br />WALL BELOW <br />II I I <br />., � . <br />I <br />HARDWARE nth ���vi�� ��� FU������� <br />{ <br />I <br />® 1 <br />C4 PT L a INTERIOR AS ---- ---- ------ - -- — -- ----- <br />1. LL BEAM TO BEAM CON%�i�ll��l[� .�.. � .m,m .� .�. �. <br />( } REQUIRED <br />USE SIMPSON I IU - TYPICAL <br />2; ALL POST TO BEAMt N <br />WATERPROOF <br />MEMBRANE <br />TYPICALACE6/AC6 OR EQUAL 0/ 1 m <br />PLYWI 1 7l8iJl @ 12 OC <br />.A L i ALL L R �!� TO BEAM CONN. <br />HU210 OR EQUAL TYPICAL <br />N FLOOR FRAMING PLAN- Level <br />9: <br />Simpson TI�U10J I�`T"i�10f��k <br />Simpson HD8 <br />� Simpson MSTI 30 <br />See Floor Plan for Post sizes <br />,q <br />Ff <br />:o <br />4 <br />A <br />> <br />x y- <br />.fi <br />m _ <br />1 <br />6 <br />REVIEWED FOR PERIAffr <br />Z <br />� � <br />o <br />e� <br />O <br />. <br />e� <br />t <br />I <br />LU <br />F <br />,�B <br />t <br />F� <br />to <br />UJ <br />,a <br />✓s <br />es <br />L <br />i ;rz. <br />I <br />Z <br />0 <br />8l24t2ozo <br />J <br />
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