HomeMy WebLinkAboutEngineer's Framing Letter 01.23.2023qeoff stanqlbuilders.com
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Sent:
To:
Subject:
Attachments:
Dustin Wheatley < dustin@evolvestruct.com >
Monday, January 23,2023 7:01 PM
geoff stang I bui lders.com
RE: ASPEN GLEN GV13
SDA-1.pdf
HiGeofl
It was great to meet you on site today
Below are the items we discussed during my visit.
L. Crawl space post to beam connection was constructed with straps rather than 2x "king studs" per detail 6/56.01
a. tn lieu of detail 6/S6.OL, 435 clips may be installed on the underside of the beam, on both sides of post
(similar To 4/52.O21.
2. The window header on grid Y is a (3) 2x6 instead of a (2) 7 yo" LVL as called out on the structural plans.
a. The (3) 2x6 is adequate and may remain as-is.
3. Per inspector's comment, strap the top plate over the garage doors on grid Z to the garage door headers.
4. Per inspector's comment, strap top plate at wall corner on grid line B-1"2
5. I was told that the connection between beam and header at grid C-9.5 was made with toenails and timber-lok
screws.
a. This connection as adequate and may remain as-is.
6. The (a) 2x6 columns on grid N are labeled as "thru-col" indicating they should be continuous from the header to
the foundation, but the column is discontinuous at the main floor diaphragm.
a. This condition is acceptable and may remain as-is.
7 . Header over sider on grid C is a (3) LL 7 /8" LVL instead of (3) L4" LVL as ca lled out on the structura I plans.
a. The (3) 1,1,7/8" LVL is adequate and may remain as-is.
8. The (2) 7 %" LVL header on grid K needs a connection to the W14x68 beam on grid 11.
a. A steel connection shall be fabricated per attached SDA-L (attached to this email).
Feel free to call or email with any questions.
Thank you,
Dustin Wheatley, P.E.
Senior Project Manager
TITUTTIJRÅL NÊ5IEN
1040 Main Street
Carbondale, CO 81623
p7a) sß-0713
(3I9) 7 21-9334 Di rect/Ce ll
From: geoff stanglbuilders.com <geoff@sta nglbuilders.com>
Sent: Friday, January 20,2023 2:56 PM
To: Dustin Wheatley <d ustin@evolvestruct.com>
Subject: RE: ASPEN GLEN GV13
L
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9"1t4 4 1t2',
1 A-A 1
2x NAILER
(6) 1 1/2" SDS
SCREWS
114'PL
STL BM
(4) 1 1/2" SDS
SCREWS
o
(f)
1 1t2',
1t4
NON-STRUCT BM
114"x3112"x6" P1 EA SIDE OF
LVLwI 314'Ø THRU-BOLTS A.A
LVL HDR
CUSTOM HANGER
SCALE: 314" = 1'-0"1
TRUITURA t]ESI
l¡/v/I|/.evolvestrud.mm
1040 M¿in Street
Carbondale, C0 8,l623
(970ì 510.0773
N
ASPEN GLEN GV1 3
13 MARIPOSA
CARBONDALE, COLORADO 81 623
DRAWN BY: DW
s0.04
DATE: 112312023 PROJECT #'. 21.259C