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2320 RAILWAY AVE 2020 INTERWEST CONSTRUCTION INC Plans 2023-02-28
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2320 RAILWAY AVE 2020 INTERWEST CONSTRUCTION INC Plans 2023-02-28
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Last modified
2/28/2023 3:43:29 PM
Creation date
2/23/2023 2:35:16 PM
Metadata
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Template:
Address Document
Street Name
RAILWAY AVE
Street Number
2320
Tenant Name
INTERWEST CONSTRUCTION INC
Permit
B2010-042
Year
2020
Notes
NEW 2-STORY WOOD FRAMED OFFICE BLDG / SCALE HOUSE
Address Document Type
Plans
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/—ROOF NAILING , <br />PER PLAN �� BEAM PER PLAN <br />T ROOF TIST— ALIGN W/ EDGE <br />PER PLAN OF SHEATHING <br />- <br />(� T <br />AD <br />4 1 MIN <br />LUS HGR— 2 MAX <br />—BEAM <br />PER PLAN LTP4 AT 1 <br />FASCIA 24 O.C. <br />PER ARCH <br />SHEARWALL � V <br />PER PLAN \-2x4 BRACE <br />AT 8'-0" O.C. <br />MITER CO[ <br />(2)i4"0 WTS <br />EA BEAM <br />"OOFSECTION <br />JCI.IIUIV <br />"o W l-ST <br />SFr <br />BEAM PE <br />PLA <br />3'-0" MAX <br />ROOF' NAILING— ,v LUC267 <br />PER PLAN HGR <br />/-2x BLKG AT BRACE �; SEc <br />a <br />BEAM PER <br />PLAN G _ <br />T34 �A� 4 <br />EA END ` = <br />KNIFE—i r <br />PLATE <br />EA END _ ` 1 <br />4 PLATE ARCH <br />� �_ � <br />Y521.5 <br />ROOF NAILING—�S�rCTION A �Pv6 <br />AX <br />PER PLAN f�,m 3%" STD PIPE BRACE- ` <br />_T� NOTCH EA END-� <br />FOR KNIFE PLATE <br />Yz" O THRU %" O THRU BOLT q, <br />BOLT CENTER 1N BRACE 1 2" TP <br />v`ROOF JOIST EA E ND PER <br />PER PLAN EA ARCH <br />SECTION B SIDE OF POST 3/16 <br />"2� ROOF` ECTIQ1 <br />SCALE 3/4" = 1'-0" <br />cl <br />HANNEI I H,'-)--'S DETAIL <br />(2)Yz" R THRU BOLTS- <br />6" Iv11N FROM END OF RIM <br />ST PER <br />AN <br />T <br />BEAM PER <br />SCALE 3/4" = 1'-0" <br />FLOOR SECTION <br />ROOF JOIST <br />PER PLAN <br />-POST PER <br />PLAN <br />%" KNIFE PI A TE <br />SCALE 3/4" = 1'-0" <br />FLOOR <br />r <br />B Ti1 <br />SCALE 3/4" = 1'-0" <br />HANDRAIL <br />PER ARCH <br />�p <br />L <br />Yz"O THRU BOLT — <br />AT 6" O.C. --- <br />BEAM PER - <br />PLAN <br />�LOCR SECTIOP" <br />'OF <br />r <br />C <br />MSTC48C MISTC603 <br />H CI..._D O WN <br />REFER TO ARCH DRAWINGS Q <br />FOR PAVER INFORMATION <br />f FLOOR NAILING <br />2" THICK PAVERS MAX o <br />PER PLAN <br />w <br />FLOOR NAILING s <br />PER PLAN :�z <br />= 1 <br />LUS h'GR _ <br />16d AT 6" O.C._--� <br />2x6 LEDGER \ LUS HGR___// <br />\—DECK JOIST PER PLAN <br />RIP TO SLOPE PER ARCH <br />BALANCE <br />PER 6/S4 <br />2x LEDGER RIPPED TO JOIST DEPTH <br />W/ 4" Ox3Yz" SDS AT 6" O.C. j <br />SCALE 3/4" = 1' 0" <br />FLOOR <br />SC.ALF 3/4" <br />HANDRAIL <br />PER ARCH <br />y"O THRU BOLT <br />AT 24" O.C. <br />BEAMPER— <br />PLAN <br />FLOOR NAILING <br />PER PLAIN <br />RIPPED 2x BLKG <br />AT 48" O.0 <br />P,/ <br />2x6 LEDGER\\ <br />RIP TO SLOPE\---IDECK JOIST PER PLAN <br />RIP TO SLOPE PER ARCH <br />FLOOR SECTION <br />SCALE 3/4" = 1'-0" <br />
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