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HomeMy WebLinkAboutInspection.210 S 1st St.0281.2017 (3).ARBK Berson Structural Engineering eal)) Structural Observation Report 03/23/2020nil) FORCOI AWIPUOCE justinh Project Name: 210 South 1st Street Report Date: January 21, 2020 OO REGG Project Location: 210 South 1st Street OQ,P NTA,i, STF Aspen, CO. 81620 0 o�N �� 35435 0 Present: John Yost—Garvik Construction -off Quinn Garvik—Garvik Construction O,2 Tony Chamberlain —Anderson Structural Engineering, Inc. S' Landon Anderson, P.E. —Anderson Structural Engineering, Inc. (ASE) pr `AII-0 '2- 7.1 Inspection Date: January 10, 2020 Conditions: Sunny, Dry Notes: Anderson Structural Engineering, Inc. arrived on site to review as built framing. 1. 2 x 6 studs shall be added as required for packouts at the lower level at Grid 6/ B-C. 2. Floor framing and sheathing shall be extended to the outer wall @ Grid 2 on upper level framing below the stairs as shown on dwg. S1.3. 3. Skylight framing utilizing(2) 11 7/8" LVL beams with HUC412 hangers is acceptable as built. 4. Flat roof framing between grids 8-9 and E-G was framed with 7 %" LVL @ 12" o.c. in lieu of 9 1/2" LVL @ 16" o.c. this is acceptable as framed. 5. The W12 x 72 connection @ Grid 3/B was built with a single shear plate in lieu of the double plates specified. See attached reinforcement detail. 6. The 9 %" LVL header below the main level at Grid 4.8/ B utilizes a Simpson HHUS hanger with solid packout below the connecting header. This is acceptable as built. RECEIVED 823 Grand Avenue, Suite 340 • Glenwood Springs, CO 81601 (970) 984-0320 • email: landon@anderson-structural.com 03/23/2020 ASPEN BUILDING DEPARTMENT derson Structural Engineering 7. Green roof framing between Grids E-F and 1.5-3 was designed with W8 x 10 beams. As built framing uses 7 %" LVL joists @ 24" o.c. spanning approximately 4'-3". Simpson BA hangers are used. This is acceptable assuming 24" of soil weight above. The buildup of the green roof system should be verified. See attached revisions. 8. See attached revision for roof framing at the upper deck. If—' 1111EAVETI IgVil 03/23/2020 Poi PORCOUtMCE justinh RECEIVED 823 Grand Avenue, Suite 340 • Glenwood Springs, CO 81601 03/23/2020 (970) 984-0320 • email: landon@anderson-structural.com ASPEN BUILDING DEPARTMENT 14 _11.90 REQ/sli. 0 �� ac 3/23/2020li) o61 (5'. % C.c\ 2 a FORCO 3543 justinh 4 a SIMPSON HU HANGER ' ‘9.c.NNAL�i-P' rt 0 SIMPSON BA HANGER fl/'' .2/;?. I I I (2) 11 7/8" LVL w/ LSSU HANGER (3) 11 7/8" L - _n� - - I 1 ` °I !:)TY P. I -tr.VA �� SKY IGHT , i /\ 2 cNI© W8 21 12: 12 14 17 I _, (1) 5 r1 z - ' T.O.S. EL. 121'-2" 11 , "1tO \ 1 S 'k\ ‘— 1 I L4x4x3/8 WELDED TO POST O - , i rn- _ L - - _11 FOR W8 SEAT U " 1 \. . —4, o C,11 T.O. PLYW. o ,;' " o J V EL. 121'-2 3/4"x .\ 1 N �- 00 cv ''' it R. ' 1 S .5 © � S5.4 YP. S5.6 '2 ' OVERFRAMI ,� ' LV4 7/ LV� ..c. 1 c► 24 0.cI W8x58 O � � \,, _I1__ — _ —I T.O.S. EL. 121'-0 1/2" w w w 8 1 S55 1 K.P. 2 3/4" I� _ I_ COL. �5�5.4 7� 51/16" 1 = S5.� BEAM 0 1 J � r I DESIGNER: ADC 210 SOUTH 15c vED ANDERSON STRUCTURAL CHECKER: LKA ENGINEERING, INC.it, ASPEN, CO H1G1 823 GRAND AVE. PROJECT NO. 1700-59 03/23/2020 SUITE 340 GLENWOOD SPGS, co 81601 REVISION: CONSTRUCTION 1-21-20 (970) 984-0320 ROOF FRAMING PLAN DWG. NO.: S1.4 ASPEN BUILDING DEPARTMENT il.ri) CONC. WALL [ O3/23/2O2O PER PLAN 13/4" Ale) �� N FORCODECOMPLANCE justinh It 3/4" C ; / BEAM CO N 5/16"N , 1 1/2" 6'" (1) 3/8" SHEAR PLATE PLAN w/ (3) 3/4"0 A-325 BOLTS CONC. WALL PER PLAN (1) 3/8" SHEAR PLATE w/ (3) 3/4"0 A-325 BOLTS e 1/4" N O -1 0 I I0 0 ro o i , N o _ CD! • O. N L6 x 4 x 1/2 LLV \ x 6" LONG 5/16"> I--/ PQ'' R E�'/Si, 1\ (10) 3/4"0 ALL Si olOr'4'vOF < THREAD DRILL & U O EPDXY 6 3/4" EMBED. 35430 z i 0 BEAM CONNECTION / V` ' SCALE: 3 4" = 1'-0" r' .Z Or DESIGNER: ADC 210 SOUTH 151'�'' �IVED ANDERSON STRUCTURAL CHECKER: LKA •,�' ENGINEERING, INC. ASPEN CO, :1• 823 GRAND AVE. PROJECT NO. 1700-59 SUITE 340 03/23/202 �� GLENWOOD SPGS, co 81601 REVISION: CONSTRUCTION 1-21-20 (970) 984-032o SECTIONS & DETAILS DWG. NO.: S5.3 ASPEN iUILI_)IN(3 ULVAH MEN 1- PU 03/23/2020 1:9 RORC000 C( W1lANCE justinh . 9 1/2" LVL 3/4" SHEATHING @ 16" o.c. 8d @ 6" o.c. LSL RIM T.N. ZIP PANEL 11 11f w/ 8d @ 6" o.c. 2 x 6 STUDS M @ 16" o.c. p3/4" 10d @ 4" o.c. 8d @ 6" oo.c.__ SHEATHING LSL RIM w/ (3) 10d @ 16" o.c. r ,-.7, ...__.,..,..e..__ 0.145"0 P.A.F. o.c. 2 x 6 STUDS / @ 16" o.c. A A , JOIST PER PLAN w/ BA HANGER III V V ' HEADER PER PLAN SECTION PPQO REG/ OVERFRAMING DETAIL o0(Orrolivo� �90 SCALE: 3/4" = 1'_0 0 35435 '- \Me! or DESIGNER: ADC 210 SOUTH 15a:-'' ,F#DIVED ANDERSON STRUCTURAL CHECKER: LKA •#�' ENGINEERING, INC. ASPEN CO, :1• 823 GRAND AVE. PROJECT N0. 1700-59 SUITE 340 03/23/202 4_� GLENWOOD SPGS, Co 81601 REVISION: CONSTRUCTION 1-21-20 (970) 984-0320 SECTIONS & DETAILS DWG. NO.: S5.6 ASPEN -iUILI)INL ULVAI-il MEN1