HomeMy WebLinkAbout121 S WHITCOMB ST - SPECIAL INSPECTIONS - 8/27/201423/ 40
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August 27, 2014
Dave Costiow
Re: Front Porch
121 S. Whitcomb4
Fort. Collins, Colorado
Project No. 214166
Gentlemen:
A representative of Weeks & Associates observed the piers and the framing for the
front porch floor and roof at the referenced site. Observations indicate the pier sizes
and reinforcing are in substantial accordance with the engineered plan for the project
by Weeks & Associates. In addition the floor and roof framing is in substantial
accordance with the engineered plan and revised recommendations for the project
provided by Weeks &Associates.
If we can be of further assistance please contact us.
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4730 South College Ave, Suite 201, Fort Collins, CO 80525
Phone (970) 225.2422 - Fax (970) 225.2622
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TR 2x8 LEDGER W/ Y"0
ALL THREAD EPDXIED INTO
BRICK (USE SCREEN)
24" O.C.
2XB RIDGES
2X6 HIP BOARDS
TR 44 POST W/
SIMPSON ABW44Z
BASE AC4 CAP-TYP
SSK2
USE (2) EPDXY
ANCHORS IN
THIS AREA
2x8 CEILING JO TS
24" O.C. ATTACH
SIDE OF RAFTERS
2x6 RAFTERS
24" O.C.-TYP
TR 2x8 LEDGER W/ Yz"0
ALL THREAD EPDXIED INTO
BRICK (USE SCREEN)
24" O.C.
2x8 CEILING JOIST
24" O.C. ATTACH TO
SIDE OF RAFTERS
Ii
cv 2x6 RAFTERS Q
24" O.C.-TYP
" LVL
PORCH ROOF FRAMING PLAN
CONCRETE: F'c = 3000 psi
REINFORCING STEEL: ASTM A615 GR 60
WOOD: HEM -FIR #2
LVL- Fb-2600 psi; E-1900 ksi
DESIGN LOADS:
FLOOR - 40 PSF
SNOW - 30 PSF
WIND 100 MPH, EXP B
DAVE COSTLOW
131 S. WHITCOMB*
FORT COLLINS, CO
AUGUST 6, 2014
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N ABW44Z BASE PORCH FLOOR FRAMING PLAN
BASE
CONCRETE: F'c = 3000 psi
REINFORCING STEEL: ASTM A615 GR 60
WOOD: HEM —FIR #2
LVL— Fb-2600 psi; E-1900 ksi
DESIGN LOADS:
FLOOR — 40 PSF
SNOW — 30 PSF
WIND 100 MPH, EXP B
DAVE COSTLOW
131 S. WHITCOMB
FORT COLLINS, CO
AUGUST 6, 2014
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