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Managing 0 / /ica Fee: QUALITY AND SEP SINCE 1885 Managing Office FM
Rawl Count Bmehare 1/11 67.1 3. Brothel
aaml amino 1671 3. Main Siren
Sorthae Pinw, NC 28387 Lan N irdwre, NC 28352
Seaford NC 27.932 191012764597
Saar City, NC 27344
two (9101277.1565
M,43wwld Dnahen, BROTHERS, INC. McDonald Brother,
11010041 9 Looms u f o 3 d its Rand
Ha S
% 211 MILL WORK • BUILD NO MATERIALS C and
27332
Weer find ford,) NC 27176 U.S. 1 North • P.0, Box 1606 • Southern Pines, NC 28388 F44 (tin 77642d4
McDonald en and Mare
Taoltak, nal dn end ADM. FAX (910) 692 -3826 • S ciakl
ALES FAX (910) 692 -2217 Legacy Millwork $ ow
&w
Southall Niue, NC 18287 105 Hl6lwwr S4V7. • ake 269
SwJ*,d, NC 27332 VOICE (91C) 692 -2715 urf (91 NC 27733
F NC 28301 (919) 361.0069
Lnninburg, NC 18351 Fax !9191 361.9341
Saar CO. NC 27344 McDonald Brot
510 S. Chatham Aaa
MdDw,nld Fondly Form, i.LC FAX COVER S13EET Slay Cly, NC 27344
P.O. Bee 1606 19191 7422186
Southern Wear, NC 28288 Please deliver the f)1 owing pages to: Pax 19191 742.4105
( 910 ) 692 24.2715 802 Pro. 1 ,,,�
ep g
f910 69 .�- _" !� //
TO:_JA I CP U eh al en:
Corporate:
„('v Southern Pines (910) 692-2715 (910) 692 -3826
_ Angus McDonald Administrative (910) 692 -4802
_ Brad Johnson Credit Manger (910) 692 -3826
_ ?.ena Vaughn Accts Payable (910) 692 -3826
_Contract Sales / Cabinet Department (910) 692 -2217
Other Locations: Latuinburg, Sanford, Durham, Slier City, West End
Total Number of pages _ (including this page)
if you did not receive all lthee pages, please call Mkt appropriate number or respond by' fax.
Sent by: . Q0-C Date: 7 -4(
Email: Fix:
" Vr qu C•ONST -
QeLt CAM. 0rJ Ihir 1)ra(fibVO tf'
This transmission is intended only to whom it is addressed. 1f you are not the intended recipient
• i ''. . of this, you cannot use the contents for any reason.
S0 /TB 39t7d SN3H108a alvNOaOW LTZZZ690T6 t02Zt tTOZ /TT /Z0
ieime � c: Carport Header (2)
2 Pcs of 1 3!4" x 14" 1.9E Microllama LVL
J•nogma 5.15 Wet aumagr.
urM r mitzo+11rU THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
rwa+ eMOMOVgalaao CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope: 0112 Roof Slope0.112
1a — A
All dimensions are horizontal. Product Diagram is Conceptual.
LOADS:
Analysis is for a Drop Beam Member Tributary Load Width: 11'
Primary Load Group • Snow (pef): 30.0 Live at 115 % duration, 15.0 Dead
SUPPORTS: Detail Other
Input Bearing Vortical Reactions (Iba)
Width Length Live/Dead/Uplift/Total
1 Stud wall 3,60" 2,73" 2640 1 1428 / 0 1 4068 L1: Blocking 1 Ply 1 3/4" x 14" 1,8E Microllame LVL
2 Slud wall 3.50" 2.73" 2640 1 1428 / 0 / 4068 LI: Blocking 1 Ply 1 3/4" x 14" 1.8E Microllame LVL
•See iLevelrb Specifler'alsuilder'a Gulde for detail(s): L1: Bloating
DESIGN CONTROLS:
Maximum Design Control Result Loaation
Shear (15) 3984 -3327 10707 Passed (31 %) Rt. Lind Span 1 under Snow loading
Moment (Ft -Lbs) 16602 15602 27897 Passed (59 %) MIC Span 1 under Snow loading
Live Load Defl (in) 0,319 0,522 Passed (L1589) MIC Span 1 under Snow loading
'Total Load Den (In) 0.492 0.783 Passed (IJ382) MIC Span 1 under Snow loading
-Deflection Criteria STANDARD(LL:U380,TL:U
• BravinglLU): All compression edges (top and bottom) must be braced at 10' 5" ale unless detailed otherwise. Proper attachment and positioning of
lateral bracing Is required to achieve member stability.
- Design assumes adequate continuous lateral support of the compression edge'.
ADDITIONAL NOTES
• IMPORTANT! The analysis presented Is output from software developed by 11 eve* 'Level® warrants the sizing of its products by this software will
be Toads, and stateed in with 'Leee a been by he software user. This o Aleut has riot design
een values.
Iewed by an'Level® Assoion, input design
Associate.
• Not all products are readily available. Check with your supplier or (Leval® tact nical representative for product availability.
•TI1I5 ANALYSIS FOR ILevole PRODUCTS ONLYI PRODUCT SUBSTITUT ION VOIDS THIS ANALYSIS,
- Allowable Stress Design methodology was used for Building Code IBC analyzl ig the Level/lb Distribution product listed above.
- Note: See iLevele Specifier's/Builder's Guide for multiple ply connection.
OPERATOR INFO RMATION:
12 g INFORMATION: JD
Tyndall Construction Coats, NC McDonald Brothers
PO Box 1606
Southern Pines, NC 28388
Phone : 910.692.271
Fax :910. 690.8478
jdourf®mcdonaldbrothers.eom
c 10u0 by luirvvl, yvO"ral May, Mai
M u:rollau" 1a " rugiatured 1•rsaamark Or jLwaia.
90/Z0 39Vd 52131-110aa Q1VN000W LTZZZ690T6 TO:ZT TTOZ /TT /Z0
Y.. I Carport Header (2)
2 Pcs of 1 374" x 14" 1.11E Microllam® LVL
? P e w * 6:16 aortal Number.
UP( t W11,3611 1066:66 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
P °9•: c're61.Version. a3a.c CONTROLS FOR THE APPLICATION AND LOADS LISTED
Loud Group: Orimary Load Group
" 15' 8.00" A
Max. vertical Reaction Total. (lbal 4068 4068
Max. vertical Reaction Lave (1ba) 2640 2640
Required Searing Length in 2.73(W) 2.73(W)
Max. Ilnbraced Length (in) 125
Loading on a1:. spans, LDF 0.90 , 1.0 Dead
Shear at Support :1bal 1168 -1168
Max Shear at Support (l.ba) 1399 -1399
Member Reaction (lba) 1399 1309
Support Reaction Ilbe) 1428 1428
Moment (Ft -L.ba) 5478
Lending on all spans, LOP • 1.15 , 1.0 Dead + 1.0 Floor + 3.0 Snow
Shear at Support Ube) 3317 -3327
Max Shear at. Support libel 3984 -3984
Member Reaction fibs) 3984 1904
Support Reaetitni (lbm) 4068 4068
Mctent (St Link) 15602
Live De11eclLon (in) 0.319
Teldl reflection (in) 0.492
nRERATORINFORMATION:
PROJECT INFORMATIgai JD Cuff
Tyndall Construction -- Coals, NC McDonald Brothers
PO Box 1606
Southern Pines. NC 28388
Phone 910492-2715
Fax :910. 8908
Ideuff@medoneldbrothera.wm
wtclv i. ° ; .ep
a Lr tae•eed Ltadecolk 0' tLev.1
ete.v lb a
S0 /E0 39Vd Sd3H1O E C1VN0QON LTZZZ690T6 T0:ZT TTOZ /TT /Z0
ev L 'I Carport Center Can ying Beam
1 u
t .•arµ.ao e b s.ir Nuiarr. 2 Pcs of 1 3/4" x 14" 1.S E MicroIlam® LVL
am 7H,rR11 1+056.611 AR1 THIS PRODUCT MEETS OR EX SEEDS THE SET DESIGN
rewr erelnsvornneose CONTROLS FOR THE APPLICA AND LOADS LISTED
Member stone: 0(12 Roof Slope0M2
16'—
All dimensions me hot izontel. Product Diagram is Conceptual.
LOADS:
Analysis is for a Drop Beam Member. Tributary Load Width: 11'
Primary Load Group - Snow (pat): 20.0 Uve 91115 % duration, 15.0 Dead
SUPPORTS:
Input Bearing Vertical Reaction (Ibs) Detail Other
Width Length Live/Dead/Uplift/Total
1 Stud wall 3.50" 2.14" 1160/142810l3188 VI: Blocking 1 Pl Microll LV
2 Shed wall 3.50" 2.14" 1760 / 1428 / 0 / 3188 L1: Blocking Y 1 3/4" x 14" 1.9E
-See iLeveleD Specifer's/Builder's Guide for delail(s): L1. Blocking
DESIGN CONTROLS:
Maximum Design Control Result Lot Mon
Shear (Ibs) 3122 -2607 10707 Passed (24 %) id Span 1
1 under under r Snow loading
Moment (Ft -Lbs) '12227 12227 27897 Passed (44 %) MID
Live Load Det1(In) 0.213 0,822 Passed (1,1883) WIC Span 1 under Snow loading
Total Load Deft (In) 0,386 0.753 Passed (U488) MIC Span 1 under Snow loading
- Deflection Criteria: STANDARD(LL: L /360,TL,IJ240).
- Brecing(LU): All compression edges (top and bottom) must be braced at 13' 10' o/c unless detailed otherwise. Proper attachment and positioning of
lateral bracing ie required to achieve member stability.
- Design assumes adequate continuous lateral support of the oompreseion edge.
ADDITIONAL NOTES:
- IMPORTANT The analysis presented Is output from software developed by i1 evele, ILevele warrants the sizing of ite products by this software will
be accomplished In accordance with Ovate product de criteria end T his o itput has not been I rev . The specific product
Associate. ation, input design code accepted design
loads, and stated dimensions have been provided by
-Nol all products are readily available. Check with your supplier or 'Level@ tear Meal representative for product availability.
-THIS ANALYSIS FOR ILevele0 PRODUCTS ONLVI PRODUCT SUBSTITU1 ION VOIDS THIS ANALYSIS.
-Nato: See Stress
Specifiers/Builder's
tress ign methodology
Oslde for for Building Coode un nalyzi t g the levee Distribution product listed above.
nPE RATOR INFORMATION
P on tprT INFORMATION: JD Cuff
Tyndall Construction •- Coats. NC McDonald Brothers
PO Box 1606
Southern Pines, NC 28338
Phone : 910.692 -271
Fax :910490.6478
)dcufeamcdonaldbrothers. com
OwyeliM ° 4 0nu oy tl erN ° l reannMLI' WAY. WWA. Of
'mcrall°��° iv a rr9
50/40 39 Sd3Hl0a8 GiVNOUDW LTZZZ690T6 TO:Zi tTOZ /TT /Z0
Carport Canter Carr ring Beam
2 Pcs of 1 314" x 14" 1.9E Mlcrollam® LVL
TJtldpntW t 50 atrial Name.
WK1 Wita011101420 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
1 2„04wr014n:e3a,0 CONTROLS FOR THE APPLICATION AND LOADS LISTED
Load Ctvup: Primary Load Croup
" 15' 9.00
Max. Vertical Reaction Total (lbs) 3168 3188
Max. Vertical Reaction Live 11125) 1760 1760
Required Bearing Length in 2.14(W) 2.14(W)
Max. Unb'raced Length (in) 166
Wading on all spans, LDP . o.90 , 1.0 Dead
Shout al Support 111310 1168 -1168
Max Shear at Support (lbs) 1399 -1399
Member Reaction libel) 1329 1399
Support ReaCl'.:On Ube) 1428 1428
Moment I Pt •1,he) 6418
Loodioy on all spans, LDP c 1.15 , 1.0 Dead + 1.0 Floor + 1 0 Snow
Shed/ at Support (1ba) 2607 -2607
Max miser ut Support (ibs) 3122 -3122
Member ReaeliOn (]be) 3122 3122
Support Reaction (lb0) 3188 3188
Mement (tot-Lba) 12227
Live Deflection (in) 0.213
Tot.el. Deflccuiun lin) 0,386
PROJECT INFORMATION', OPERATOR INFORMATION:
Tyndall Construction — Coals, NC .ID Cuff
McDonald Brothers
PO Box 1606
Southern Pines, NC 28308
Phone: 010. 692.2716
Fax : 910-690-6478
jclauff@mcdoneldbrothers.com
t410214 0 2009 In %Latvia*. ,Mdat.l Coy. WA.
MI0.'101440 im a urylvtusuJ tendenad dt ibdvdM.
90/90 3OVd Sa3H1O 9 awNOa0N GTLZL690i6 TO:3T TTOZ /TS /L0