Laserfiche WebLink
• <br /> (---- <br /> A PER CITY COMMENTS <br /> ---N____ <br /> VTOP OF UPPER BEAM EXISTING Ifamt 2x4 RAFTERS @24"O.C. <br /> ±121-6" <br /> c HIGH BEAM SIMPSON STRONG-TIE <br /> (4x4 BEAM/4x4 PC SERIES <br /> 4x4 BEAM POST CONNECTION) NER-443 <br /> 4x4 COLUMN > <br /> IFLOW BEAM(EXISTING) <br /> ±10'-0" <br /> Xc LOW BEAM HANGER SIMPSON STRONG-TIE <br /> (4x8 BEAM/4x4 ICBG NO 5117 <br /> POST CONNECTION) HUC 48 <br /> 4x8 BEAM <br /> diTOP OF PLATE( !STING) STRAP SIMPSON STRONG-TIE <br /> ±8'-0" L . e a ° ero °,e°000eo-° <br /> ° °7° ( (4x4 POST-2x4 TOP MSTC 28 <br /> PLATES CONNECTION) NER-499 <br /> ICBG 4935 <br /> HEADER HANGER SIMPSON STRONG-TIE <br /> (2x4 TOP PLATES/4x4 HH4 <br /> POST CONNECTION) NER-413 <br /> Detail 6 - Column / High & Low Beam / Top Plate <br /> Connections (Existing) <br /> 0 1' 2' <br /> 6111.611111.111111.1.1 <br /> Scale: 3/4"= 1'-0" <br /> ,------2 <br /> 12 <br /> VTOP OF LEDGER BOARD(EXISTING) 13 <br /> ±9'-6" k 2x4 LEDGER BOARD <br /> di TOP OF PLATE(EXISTING) CORRUGATED METAL ROOF <br /> 2x4 RAFTERS @24"O.C. <br /> ±8'-0" I T1-11 SIDING ON <br /> T 2x4 STUDS <br /> 1/2"PLYWOOD AT INTERIOR SIDE <br /> 6-j K REMOVE EXISTING DOOR <br /> l - SIDING <br /> < PLYWOOD <br /> c ENTRY DOOR w <br /> CONC.SLAB m <br /> m <br /> 0 <br /> di TOP OF SLAB(EXISTING) o <br /> ±0'-0" <br /> < CONCRETE STAIR w <br /> a <br /> z <br /> o <br /> w <br /> cc <br /> R <br /> 0 <br /> Building Section 5 <br /> N <br /> - Vestibule (Existing) /�1 <br /> 0 4' 8' <br /> Aliw A- 11 <br /> Sc- -: /4"= 1'-1 <br />