HomeMy WebLinkAbout4926 CORSICA DR - CO/LOC - 2/10/2016I city
Community Development t&Neighborhood Services
® 281 N. College Ave
F6rT Fort Collins, CO Bo522-o5Bo
�.;Vllinz)Phone: 97®- 22a 676o Fax: 970-22 6a
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This certifies that at the time of issuance, the building identified below was
inspected and found to be in compliance with applicable ordinances regulating
building construction and use in the city of Fort Collins, Colorado. This Certificate
must be conspicuously displayed in all buildings other than dwellings.
Building Address:
Permit Number:
Building Use(s):
Use Zone:
Occupancy Classification:
4926 CORSICA DR
B1505435
SINGLE FAMILY DETACH RES
RL - LOW DENSITY RESIDENTIAL DISTRICT.
Owner: LUXURY HOMES OF ..
PO BOX 271969
FORT COLLINS, CO .80527
Conditional Provisions: Construction reviewed under IRC Code 2012
Work Description: New 2228 sq ft single family detached residence with 2158 sq ftfinished
basement, 7o sq ft unfinished basement and 828 sq ft attached garage.
Stock Plan 2o16 with options 3 (Narrow lot), 4 (extended bedroom), 5
(basementfinish #2). Fort Collins -Loveland Water District. Energy Code
Compliance per Simulated Performance Alternative. Job contact is Matt
Tschetter.
Building Official:
Authorized By
Michael W. Gebo
'No/ 14
Date
Midwest Division
by WpypTtiacuyCr I
Repair Form for Damaged. Residential Products
9115 E. 90"' Avenue -Henderson- Colorado -80640
(PH)1-800-433-6947 or 303-770-6262
13„ �
r"
.......... ....................... ....... .
A Clear Span = B Clear Span = �(o - ((� _ d C
(Please indicate any concentrated load. i.e. Bearing wall)
LOADING:
Loads: Live psf Floor
Dead (_ psf Roof((❑ Slope: Snow❑ Non -Snow❑
Concrete Floor Topping: Yes or No
JOIST: (Circle One)
Product Depth: 9 '/" 11 /s° 14" 1611
Product Series: QD 230 360 560
On Center Spacing: 12" 16" 19.2" 24"
Number of Joist Damaged: —1
Wall Thickness/Bearing Width.
�3 Q Shade & Dimension
JE j area cut:
jIg
Other
I "
BE,
Size:
Product: Microllarn Parallam I'imberStrand
Description of Damage: (Or Draw on
4-,. N P61/i n P . Iqu M
(Please provide loading) 1
Above)
Qr9 f?
Your Name: Fright Who should we contact if we require additional information?
Company: _$lyC Name: �t iavi mascio
Phone: 3233 78' - Z33 _ Phone:
Job Name: LrAxur v_ oV Ae s
Job Address: t/.47.-6 C � t � P r-1 ve Fax Repair to:
F)r+ Colljy15� CQ _ Mail Repair to:
Product purchased from:
Contractor Name: Mak4 T r Lr- 4�-r Design Professional Name: 13i-iaI'l Moselb
Phone: 9 7U - Il1 ?- -.6 33 Phone: ----
Please fax to the office at 303-770-6324
I9®
1280 16100
0 n 0
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are Horizontal.
- ...
De::§1 in: ReSLlltS ' : •
.... --. .... .....
-:":Actual. V Lbari€.vn
:; '. A€lowed. :..Result
.LDF-:.Lbad!�coinitinatidn
....
(Pattern) �
Member Reaction (Ibs)
:1277 @ 12 8 0
2145 (3.50")
Passed (60 /a)
1,00
1.0 D + 1.0 L (All Spans)
Shear (Ibs)
652 tP 12 9 12
1821
Passed (36%)
1.00
1.0 D 1 1.0 L (All Spans)
Moment (Ft-Ibs)
-1931 @ 12 8 0
3795
Passed (51%)
1.00
1.0 D + 1.0 L (All Spans)
Lure Load Dell. (in)
0.186 @ 215 10
0.414
Passed (V999+)
--
1.0 D + 1.0 L (Alt Span)
Total Load DeFl. (in)
0.232 @ 216 9
0.827
Passed (L/856)
-
1.0 D + 1.0 L (Alt Spans)
TJ-Pro'" Rating
46
40
Passed
Deflection criteria: U. (1-/480) and TL (L/240).
• Bracing (U3): All compression edges (tap and bottom) must be braced dt 4 7 1 u/c unless dctdikd otherwise. Proper attachment and positioning of latcrll
bracing Is required to achieve member stability.
A structural analysis or the deck has not been performed.
Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edge'" Panel (24" Span Rating) that is glued and nailed c
Additional considerations for the T3-Pro" Rating include: None
_..._........... __.. _ _...— �...._..
..:.:. .;.: ..
SUppo ..S.
_._._........_._....__...... --- -- — -
ring Length Leads.to Supports (Ibs)
�,..�. tea _ .. ...
Accessniie;; <. .
Total :
Available :
° 'Required Dead..
Floor.
i
Total
1 - Stud wall - DF
3.50"
2.25"
1.75" 07
3001-70
37S/-78
1 1/4" Rim Board
2 - stud wall - SFF
3.50"
3.50"
3.50" 295
982
1277
None
3 - Hanger on Single 2X DF pate
3.50"
Hanger'
1.75" /- 110
394/-11
-5041.11
Sue rxrtu'
• Rim Board is assumed to carry all loads applied directly above 14 nypassmg the mernmr cemg uesigneu.
r At hanger supports, the Total Bearing dimension is equal to Ure widUr ur u;e. Inate;iai that is supporting the hanger
• I See Connector grid glow for additional information andjor requirements.
• RLquimd Bearing Length I Required Barring Lengut with Web Stiffeners
Connectom-sim son::S.tron Tie Ctirnectors:; __ __
support .: ':
Malelr' Seatleitgth Top Nails. Face.Nalis F.lembe�;(Jails::;Accessufes
3 Top Mount Hanger 1TS7 ori/ i i RR 2 00" 4-10d x 1-1/2 2.10d x 1-1/2
__-- .............
. _---- _.—
.. Dead•..::. ..MoorLive:' : .:...:• .y ,:.
1F 03fiSr .'.; Locatlon:;: :', Spacing: (0.90).:., :.: .(1:00)::' ::C.oinmerits .
y - Uniform (Mr) 0 0 0 to 29 6 0 16" 12.0 40,0 ne �"dential - Uving
: ^Slleai,(Itts) .. Momcnt(FC=Itr). ..Denaction:(inl=77':,
,
Actual J Allowed;) L!)F:. Live Lucid %Total COmmentS
t ---
�.bocaGon.Analys€s' Actual /Allowed J.LDF
0 •500 / 1655 / 1.00 ! -1251 1 3795 J 1.00 0.021 1 0.022 ton nolrh loration niwry for Moment
�,�: - I iSTAINARtF FORESTRY INITIATIVE
x.
W,eyerliaeuser:Notes; : ;.: ,,
Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser eVressly disclaims any other warranties related to [tip snrtware. Refer ho current Weyerhaeuser literature for installation details.
I(www.woodbyrry.com) Accessories (Rim Board, Blocki ng Panels and Squash Blocks) are not designed by this software. U:e of this software is not intended to
d the need for a design professional as determined by the authority having jurisdiction. i he designer of record, builder or framer is responsible to
assure uhal this calculation is compatible with the overall project. Products manufactured at Weyerhaec;cer faciliren nrn third -party certified to sustainable
forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested
In accordance with applicab,e PS M standards. For current code evaluatiuct reports refer to http://taww.woodby+:y.comiservice,/s_CodORepo ts.aspx.
17he product application, input design loads, dimensions and support InformaUon have been provided by Forte Sonware Operabor
PASSED
System : Floor
Member Type: Joist
Building Use : Residential
Building Code: IBC
Design G•.pih.•ulotngy : ASD
Forte Softwara Operator Job Notas
(:r:ri::;h n;iw
Yleyer�tsnuser Fort Coliins, CO
reaeri. mipoi-5@w•4�yad;;es!•;'::: -n
....... .... ... _ 1..._...................... .........._-.............................1......_............ ......... ......... ... ..........
10/20/2015 9:12:51 AUI
Forte v5.0, Design Engine: V6.4.0.40
Page 1 Of 1
P
VGt�trerhac
]ob Description
lob Name: i4926 Corsica Drive
lob Number:; Fort Collins CO
�.�IST.,' EPAI R.� .(ALLOWA13Q, ftES s. DE I� )
Location:
L.ocauon:
Joist Series `.....,,_...__._.... ... TJI® 210
Depth:�._._._.—..-.—............— ..............__...........--11718 In �Flange
MOTCHED FLANGE
Use Forte°' Output -
Notch Location (see figure @ right) I Side of Top flange
Notch Depth 1 in max
Notch Length 3 in
Design Moment @ Notch (Apply,-' signs if present.) -1251 R 1b
Control Moment @r Notch 379s.tt-in ev;"
Percent of Flange Area Missing_ 48%
Reduced Control Moment _......__._................. ............1.,393_R=!b._.
Percent of Capaaly 89,9.%.
Joist PASSES in Moment at notch locatiooMEMM2.
Notes:
1, Condition of adjacent joists should be considered when
determining overall fitness of damaged.joist. Limit analysis to
one notch per TMO.
Cat paci r is ode.quote, ......._.............
Contractor:
..............
Designer:
12 7/8 " TH@ 210
Notch
Length
._L._ Notch .-..._�
i._.._.....,
Ij
ii
L(11 ___..........._......_._.�
Across lop Flange
Across Bottom flange
........................ .
i�. Notch
i
Notch
length
,:�:�,.=-a•` �,-.-�.,:�:;.�-,:.�,�,�r,�,..--.-x..,. '-may-----W�
Length
Nctch
Depth
r —•
i,
h_.._...
Side of Tap Flange
_...................._.._....
notch
I
Notch
Lchgo
Weyerhaeuser 10/20/2015