20110756 Ver 1_Major Variance_20110815

Beverly Eaves Perdue
Dee Freeman
Governor
Secretary
20
10756
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Abp
WDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins
Director
Variance Request Form
(For Minor and Major Variances)
Protection and Maintenance of Riparian Areas Rules
NOTE. This form may be photocopied for use as an original.
Chec"he appropriate box below:
PK Major Variance
? Minor Variance
2@@@flWq[q
AUG .1 5 2011
yyam?,, ???? ??D?ENR • WATER QUALITY
"??DSANp STORTER
Please identify which Riparian Area Protection Rule applies (Note-this must be one of
North Carolina's four buffered river basins. The River Bain map is available at
http://h2o.enr. state.nc.us/admin/maps/.)
csv/Neuse River Basin: Nutrient Sensitive Waters Management Strategy
Protection and Maintenance of Riparian Areas Rule (15A NCAC 02B.0233)
? Tar-Pamlico River Basin: Nutrient Sensitive Waters Management Strategy
Protection and Maintenance of Riparian Areas Rule (15A NCAC 02B.0259)
Part 1: General Information
(Please include attachments if the room provided is insufficient.)
1. Applicant's name (the corporation, individual, etcwho owns the property):
2. Print owner/Signing official (person legally responsible for the property and its compliance)
Name: e h e r ;ti rf `J P_ =-
Title:
,L Sze ,? - - - - -- - -
Street address: 3 I S . T u tJS _T VA LL A E .__--
City, State, zip: _t?+?l£. V.__. .N _? - 1=_-) 7 S-lz? -P, _-
Telephone: 0 52-0 Fax:
Version 6: July 2009
Contact person who can answer questions about the proposed project:
Name: __- ? Q Y J - - - - --
Telephone: (1_15)_3 _°L '° ?? ` -- - - --- --- -
Fax: -- ._) - --- - -
Email: ? _i_ T" E _ (N.-I --
4. Project name (Subdivision, facility, or establishment name - consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
5. Project location:
Street address:
31---- T--1
City, State, Zip: At-E-x 0 - - -
County: U0 fk _V? .-
Latitude/longitude: -__--! b-00
6. Date property was purchased: -1a O
7. Directions to site from nearest major intersection (Attach an 8 %2 x 11 copy of the USGS
topographic map indicating the location of the site).
-_f'1 cS T _a?,'J E_.") A y o n) - -THE - ?- r _i---- rC0 rm --l-tw_y . 55
--------
8. Stream to be impacted by the proposed activity:
Stream name (for unnamed streams label as "UT" to the nearest named stream):
9. Which of the following permits/approvals will be required or have been received already for this
project?
Required: Received: Date received: Permit Type:
CAMA Major
CAMA Minor
401 Certification/404 Permit
On-site Wastewater Permit
NPDES Permit (including stormwater)
Non-discharge Permit
Water Supply Watershed Variance
Erosion/Sedimentation Control
Others (specify)
Part 2: Proposed Activity
(Please include attachments if the room provided is insufficient.)
1. Description of proposed activity [Also, please attach a map of sufficient detail (such as a plat map
or site plan in Adobe (pdf) format) to accurately delineate the boundaries of the land to be utilized
in carrying out the activity, the location and dimension of any disturbance in the riparian buffers
associated with the activity, and the extent of riparian buffers on the land. Include the area of
Variance Request Form, page 2
Version 6 July 2009
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2. Fill in the table below to identify the square footage of impact to Zones 1 & 2 in the protected
riparian buffers and the required mitigation (Fill in the impacts portion of the table, even if
mitigation is not required):
Buffer Impact
Zone of Impact in Number Purpose for the
Multiplier Required
Impact Square Feet (Indicate on Impact Mitigation
Plan Sheet)
Zone 1 + 4,, u S e__ 3 c?
Zone 2 (1 1 .Se_ 1.5 a
Total
'Zone 1 extends out 30 feet perpendicular from the most landward limit of the top of bank or the rooted herbaceous
vegetation; Zone 2 extends an additional 20 feet from the edge of Zone 1.
3. State reasons why this plan for the proposed activity cannot be practically accomplished, reduced or
reconfigured to better minimize or elimina di stu bance to the riparian bufferfs:+
C'e
4. Description of any best management practices to be used to control impacts associated with the
proposed activity (i.e., control of runoff from impervious surfaces to provide diffuse flow, re-
planting vegetation or enhancement of existing veg lion, etc.):
/
e-0 e
_ "--- 1J
5. Please provide an explanation of the following:
(1) The practical difficulties or hardships that would result from the strict
u
(2) How these difficulties or hardships result from conditions that are unique to the property
involved.
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Variance Request Form, ge 3
Version 6 July 2009
this Rule.
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3) If econoric hardship is the mayor consideration, then include a specific explanation of the
.
economic hardships and the proportion of the hardship to the entire value
I?YI . S s adppcf Q trhe project
i s ne ss r? e? Z re
a(, A s0-4U bCAS'I V,ess LJ? (1 he---,
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Part 3: Stormwater
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1. Provide a description of all best management practices (BMPs) that will be used to control nutrients
and sedimentation impacts associated with the proposed activity. Please ensure to include all
applicable operation & maintenance agreements and worksheets for the proposed BMPs. Also,
include the BMPs on your plan sheets.
2. Attach a description of how diffuse flow will be maintained through the protected riparian buffers.
Please ensure to include all applicable operation & maintenance agreements and worksheets for the
proposed diffuse flow measure(s). Also, include the diffuse flow measure(s) on your plan sheets.
3. What will be the annual nitrogen load contributed by this site after development in pounds per acre
per year without structural BMPs (stormwater pond, wetland, infiltration basin, etc)? Attach a
detailed plan for all proposed structural stormwater BMPs.
Drainage Size of Post-development BMP nitrogen6 Final Final
basin drainage nitrogen6 loading removal efficiencys nitrogen6 nitrogen6
basin rate without BMW (%) loading rate loading
(ac) (lbs/ac/yr) (lbs/ac/yr) from
drainage
basin bs
1
2
3
4
5
Totals -----_ ------ ?__
Attach calculations and references.
' Attach calculations and references.
6Include Phosphorus in the Tar Pamlico Basin
4. Attach all applicable supplement form(s) and Inspection and Maintenance (I&M) Form(s) to this
completed application. The applicable supplemental form(s) and I&M form(s) for the proposed
BMPs noted in your application can be downloaded from the following website:
Variance Request Form, page 4
Version 6 July 2009
Part 4: Proposed Impacts and Mitigation
Provide a description of how mitigation will be achieved at your site pursuant to 15A NCAC 2B.0242
for the Neuse Basin and 15A NCAC 2B.060 for the Tar-Pamlico Basin.
If buffer restoration is the method you are requesting, be sure to include a detailed planting plan to
include plant type, date of plantings, the date of the one-time fertilization in the protected riparian
buffers and a plan sheet showing the proposed location of the plantings. A guide to buffer restoration
f
can be downloaded at the following website: htti)://www.nceep.net/news/ret)orts/buffers.i)d
If payment into a buffer restoration fund is how you plan to achieve your mitigation requirement, then
include an acceptance letter from the mitigation bank you propose to use stating they have the mitigation
credits available for the mitigation requested.
Part 5: Deed Restrictions
By your signature in Part 6 of this application, you certify that all structural stormwater BMPs required
by this variance shall be located in recorded stormwater easements, that the easements will run with the
land, that the easements cannot be changed or deleted without concurrence from the State, and that the
easements will be recorded prior to the sale of any lot.
Part 6: Applicant's Certification
I Ro e?4 ?D= La rz?? -a (print or type name of person listed in
Part I, Item 2), certify that the information included on this permit application form is correct, that the
project will be constructed in conformance with the approved plans and that the deed restrictions in
accordance with Part 5 of this fbA will be recorA6d with all required permit conditions.
Signature:
Date:
Title:
Part 7: Plan Sheets
Be sure to include a copy of all of your completed application form, plan sheets and maps in Adobe
(pdf) format on a CD or floppy disk.
Variance Request Form, page 6
Version 6 July 2009
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LEGEND
NOTES
r R/W = RIGHT OF WAY NOT FOR RECORDATION, CONVEYANCES. OR SALE.
CA = CEN TER LINE PROPERTY SUBJECT TO ANY EASEMENTS OF RECORD.
y r EIP = EXISTING IRON PIPE FIELD CLOSURE > 1/10000.
b0? (} = FIELD MEASUREMENTS TOP OF BANK SHOWN FOR USGS RIPARIAN CREEK LINE.
s y ® = CABLE TV PEDESTAL POSSIBLE 50' RIPARIAN BUFFER NOT SHOWN.
© = CLEAN OUT (SEWER)
S? Q - TELECOM PEDESTAL SETBACKS_BASED ON MO ZONING

U) o- = GUY WIRE/POLE FRONT = 25'
ES ST = UTILITY POLE REAR - 20'
V'CIN?T" MAP (NTS) a = WATER METER SIDE - 6' MIN./16' AGG.
CORNER SIDE = 15'
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THIS PROPERTY S NOT LOCATED IN AN AREA DESIGNATED AS HAVING SPECIAL FLOOD HAZARDS ACCORCINC; TO
Part 8: Checklist
A complete application submittal consists of the following components. Incomplete submittals will be
returned to the applicant. The complete variance request submittal must be received 90 days prior to
the EMC meeting at which you wish the request to be heard. Initial below to indicate that the necessary
information has been provided.
Applicant's Item
Initials
• Original and two copies of the Variance Request Form and the attachments listed
below.
• A vicinity map of the project (see Part 1, Item 5)
• Narrative demonstration of the need for a variance (see Part 2)
• A detailed narrative description of stormwater treatment/management (see Part 4)
• Calculations supporting nitrogen (phosphorus in the Tar-Pamlico Basin) loading
estimates (see Part 4)
• Calculations and references supporting nitrogen (phosphorus in the Tar-Pamlico
Basin) removal from proposed BMPs (see Part 4)
• Location and details for all proposed structural stormwater BMPs (see Part 4)
• Three copies of the applicable Supplement Form(s) and I&M Form(s) for each
BMP and/or narrative for each innovative BMP (see Part 4)
• Three copies of plans and specifications, including:
0 Development/Project name
0 Engineer and firm
0 Legend and north arrow
0 Scale (1" = 50' is preferred)
0 Revision number & date
0 Mean high water line (if applicable)
0 Dimensioned property/project boundary
0 Location map with named streets or NC State Road numbers
0 Original contours, proposed contours, spot elevations, finished floor
elevations
0 Details of roads, parking, cul-de-sacs, sidewalks, and curb and gutter
0 Footprint of any proposed buildings or other structures
0 Wetlands delineated, or a note on plans that none exist
0 Existing drainage (including off-site), drainage easements, pipe sizes, runoff
calculations
0 Drainage basins delineated
0 Perennial and intermittent streams, ponds, lakes, rivers and estuaries
0 Location of forest vegetation along the streams, ponds, lakes, rivers and
estuaries
Variance Request Form, page 7
Version 6 July 2009
TOWN F APEX PLAN REVIEW - FD Application Number:
Phone: [phone] Fax: [phone] t I? '? • ()016
Project Address: 312 S. Tunstall Ave. Type of Improvement: Addition 2()
'
Lot Number: Proposed Use: 2-Car garage 10 75 6
Subdivision: Small Town Character General Contractor: Robert Lantry (owner)
Zone District: MD Construction Amount: $35,000
MAIN STRUCTURE: -
Plan Name & Elevation: Garage size: ? ? ? ?
No. of Stories: ? 0 ? Sq. FAtage: 16;) Sprinkler System? ? Required ? Not Required
Walk-up Attic? ? Yes ? No Basement? ? Yes ? No Bonus Room? ? Yes ? No
Finished? ? Not Finished? ? Finished? ? Not Finished? ? Finished? ? Not Finished? ?
ACCESSORY STRUCTURES:
? Deck
? Covered Deck
Roof only (no footings)
? Other. --
Dimensions:
Dimensions:
Dimensions;
Dimensions: #
D@SICiN & APPROVALS:
Approved
`? Denied
? Approved with Conditions
Re-review Fee Due:
Design Professional : Date:
F 1
This project is located in the Small Town Character Area Overt
Plan Check Time in Hours: Site Zoning Conditions
--
Flans Examiner:
LOT INFORMATION: 1
Sq Ft: CFPP Required: E„Yes ? No
Sq Ft: Flood Hazard: ? Yes Is-tio
Sq Ft: Hazard Type: ? Fema ? Study
Sq Ft: Min Finish Floor Elev:
Comments:
Name
No
checked: Yes ? No
Phone- 9AQ - -P
Date 4_
Attached 2-car garage
? Return the highlighted copy of the originally reviewed plans with the corrected plans (if checked).
? Provide a copy of the signed contract(s) (for unlicensed GC and Subcontractors)
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61992011 4:38 PAS Applicant notification rate: ? ?? ? phone ? fax t f email Notified by AT)
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NOTES
NOT FOR RECORDATION, CONVEYANCES, OR SALE.
PROPERTY SUBJECT TO ANY EASEMENTS OF RECORD.
FIELD CLOSURE > 1/1000D.
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PGSSIE.,1. IRIPAA :AN EU TEie NO' S1'+CWIN,
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WHITE OAK TOWNSHIP WAKE COUNTY NC
WARD JRVEYIi „ SERVIC(,_S, P I C
0nTE: C13/29,f 1 t LAND SUf-,VEYING & PLANNING
B,W'K >r_ 286226 APLX, N.C. (919) 367- 7858
(Page 1 of 2)
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MIS PROPERTY - CS NdT LO;ATED '.N AN AREA DESIGNATED AS HAVING SPECIAL FLOOD HAZARDS ACCORDING TO
L000 INSURANCE RA MAP 037217074100 J . EFFECTIVE DATE: 04/16/2407.
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2011025
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WHITE OAK TOWNSHIP WAKE COUNTY NO
SCALE: 1 '1=; Ji o? WARD SURVEYIN;G SERVICES, Pt l_C
DATE: 03/29/11 [_AND SURVEYING & PLANNING
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183349-1 COM R-1 FINK 20 1 eaMX40 GARAGE AUDITION S. TUNSTALL AVE
Job Reference 4 tional 1183349.1.46188.9
rue nc. ox a g o Frei: - s an t i Mi a ustnes, nc. ed May 1 12:45:12 2011 age 1
2 0-0 7-0-8 13-0-0 18-11-8 26-0-0 28-0.0 j
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9-0-5 16-11-11 26-0-0
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LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC 0.40 Vart(LL) 0.23 4-5 >999 240 MT20 244/190
TCDL 10.0 Lumber increase 1.16 BC 0.65 Vert(TL) -0.56 8-10 >554 180
BCLL 0.0 Rep Stress Incr YES W9 0.25 Horz(TL) 0.11 6 nla n/a
BCDL 10:0 Code IRC2006RP12002 (Matrix-M) Weight: 107 lb FT = 20%
LUMBER BRACING
TC 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or
BC 2 X 4 SYP No.2 3-5-15 cc puffins.
WB 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 8-1-10 cc
1 -Ply bracing.
REACTIONS (Ibtsize) 2=1160/03.8, 6r116010-3-8
Max Harz 2=611 (LC 4)
Max Uplift 2=229(1_C 6), 6=-229(LC 7)
FORCES (tb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-29041703,3-4=-25S9/579, 4-5=25591579,5-6=-2904703
BOT CHORD 2-10=-59712775, 9.10=-352/1914, 8-9=-3 5211 9 1 4, 6-8=-59712775
WEBS 3-10=-4591237,4-10=.80/706,4-8=-801706,5-8=-459M7
NOTES (8)
1) Unbalanced root live loads have been considered for this design.
2) Wind: ASCE 7-05; 10Omph; TCDL=6.Opsf,, BCDL=6.0psf; h=20ft; Cat. It Exp B; enclosed; MW FRS (low-rise) gable and zone
and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and rightexposed;C-C for members and
forces & MWFRS for reactions shown; Lumber UOL=1;60 plate grip DOL=1.60
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurront with any other live loads.
4) ' This truss has been designed for a live load of 20.0psf on the bottom chard in all areas where a rectangle 3-6-0 tali
by 1-0-0 wide will fit between the bottom chord and any other members. rrft is a copy m a desyn rm an IrW1VW. x eomp M14
5} Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 229 lb uplift at joint 11 baser m ux design cdreda sloe, w tits stxxa only.
and 229 lb uplift at joint 14. TM use of tt b mnVW" on a apcdnc bxddhnp Is
6) This truss is designed in accordance with the 2006 International Residential Code sections 8502.11.1 and 8802.10.2 and the rtspMuiWpty of ft awxwq oesow,
referenced standard ANSVTPI 1_ RarorwK" to spodit jobs, tbrs, ipcaemu, auwWas
am o0w tleCd wa are for intorrnoonwy and ate
7) 'Semi-rigid pitchbreaks with fixed heels' Member and fixity model was used in the analysis and design of this truss. b"wo rte scope or ors wvvmrs rosponstaaty a w
usrea<.y.
LOAD CASE(S) Standard
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Job fuss fuss Type lY R D _NI
183349-2 GE GE-1 GABLE 1 1 S M96X40 GARAGE ADDITION S. TUNSTALL AVE
Job Reference (optional) 183349.2.46189.2
ruswoo3Enc. ox 9 leig , N 27675, of roe: 1 8004 3.8 8 , a(G 1 R .2 s an 8 i 1 Wait Industries, lnc? Wed May 1 12:40:19 11 age 1
.21-0 13-0-0 26-0-0 284)-0

13-0-0
-0 13-0-0
2x4 11
2r.4 11 =
04 4
2x4 11
2x4 11
100 11 2x4 II 2x4 11
2x4 It 2x4 II 8 9 11 12 ?x4 II 2x4 II
4 4 II
2x4 II 8 7
2x4 II 4 ?' 15 164 II
C3 ° 3 ``-
Trfi - 17
M
2
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1
18
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o
_
®v_-- ,?
-- -Z ;
l to
3x4 = 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x4
2x4 II 2x4 11 20 113x5 = 20 11 2x4 II 20 II 2z4 11
2x4 11 2x4 11 2x4 It 2x4 11 2x4 11 2x4 11 2x4 11
2x4 ^1
26x0
-o
LOADING (psi) SPACING 2-0-0 CSl DEFL in (lac) Well Ltd PLATES GRIP
TCLL 20.0 Plates Increase 1.15 TC 0.24 VeNLL) -0.02 19 n/r 120 MT20 2441190
TCDL 10.0 Lumber Increase 115 BG 0.08 Vert(TL) -0.03 19 n/r 420
BCLL 0.0 Rep Stress Ina YES W8 0.03 Horz(fL) 0,00 18 n/a n1a
BCDL 10.0 Code IRC2006ITP12002 Matrix) Weight: 124 lb FT = 20%
LUMBER BRACING ?-
TC 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or
BC 2 X 4 SYP No.2 84)-0 ac pudins.
OTHERS 2 X 4 SYP No,3 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc
1 - Ply bracing.
REACTIONS All bearings 26-0-0.
(lb) - Max Harz 2=61 (LC 4)
Max Uplift All uplift 100 lb or less at joint(s) 29, 30, 31, 32, 33.34, 35, 26.25, 24, 23, 22, 21, 20 except
2=-127(LC 6),18=434(1-0 7)
Max Grev All reactions 250 th or less at joint(s) 27, 29. 30, 31, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20
except 2=284(LC 1),18" 284(LC 1)
FORCES (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown.
i
NOTES (11-12)
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05;100mph; TCDL=6.0psf; BCDL=6,0psf; h=20ft; Cat 11; Exp 8; enclosed; MW FRS (low-rise) gable end zone
and C-C Exte ior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see
Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTP(i.
4) Gable requires continuous bottom chord bearing.
5) Gable studs spaced at 14-0 or-
6) This truss has been designed for a 10.0 psi bottom chord live load nonc oncurrent with any other live loads, ms w a wuy of a aasion for an r mvmw m mpmwm
cases an %ad ocriteria srurm am ttas ewe coy,
7) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tali The use of rids wrnpotwo on a smdfic WldkV is
by 1-0-0 wide will fit between the bottom chord and any other members. are mspanWiey of the sawxq aesigmer.
8 Provide mechanical connection (by others) of truss to beating Plate capable of withstanding 100 lb uplift at joint(s) Rewwwas ie spedac pws, roar, tocatfam, auantfo?
scut cuter dawmies are for information aniy and are
29.30.31, 32, 33, 34, 35, 26, 25, 24, 23, 22, 21, 20 except Ut=lb) 2=127, 18=134. yoy«w me =W of ftc enptneas reswnsWry and
9) This truss is designed in accordance with the 2006 International Residential Code sections 8502.11.1 and R802.10.2 and
referenced standard ANSVTPI 1.
10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used In the analysis and design of this truss.
11) See detail "Gable-BR-P°for bracing information.
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5/18/11
BLUELINX CORPORATION Tamy Seavert 25 May 2011 10:19 am
4300 Wiidwood Pkwy, Atlanta, GA. 30339 [phone]
FASTBeam@ Engineering Analysis ©1996-2010 GP Wood Products LLC and Bfuebnx Corp Version: 11.0.0.1
Project : ROBERT LANTRY.FBD 312 S. TURSTALL AVE APEX,NC
Mark #: GDH GARAGE
Usage : Beam (Roof) Spacing (in.) : 0.0
Max De#l : LL = 0360 TL = U240 Slope : 0112
3.5', 565 psi 15', psi
'16'7'
LOADS Project Design Loads. Roof. Live=20 psf, D&ad=20 psi
Live+Dead Ld(T) Live Ld(L) LDF Location'
9 Shape - @Start QEnd aStart@End Span# Starts Ends Additional Info
1 Span Carded(psf) 40 20 115% 0 010, i8' 7' 26' 0" s.c. (Slope: 3.0112) - carries 26' canmon wi 311_2 pitch
Uniform(ptf) 13 0 0 0 16' 1" Self Weight
Dimensions measured from left end when an# is 0 otherwise from left end of the sp ecified an.
SUPPORTS(lbs)
1 2
Max R'n 4625 4825
Min R'n 2503 2503
DL R'n 2503 2503
Min Brg(in.) 2.44 2.44 (Based on bearing stress below)
Br S i 565 565
DESIGN
Value Span X Group Allow LDF Ratio
v(lbs) 4061 1 V 4' 31 10706 115% 0.38
M(f#-lb3) 20003 1 8' 3" 31 31123 115% 0.84
LtRn(lbs) 4825 0 a 0" 31 6921 010 See Note #3
RtRn(ibs) 4825 0 i6' 7' 31 6921 0.70 See Note #3
LLDafl(in.) 0.32 1 8' 3" 31 0.55 U621
TLDefI in. _ 0.67 1 813. 31 -- - 0.83 0299
USE. GPLAM 2.0E 1.75x14.00" 2 Plies (Grade Depth Plies selected by used
GP LAM tm Georgia-Pacific Wood Products, LLC
NOTES :
1. Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports.
2.. Provide full depth lateral support at all bearing locations. Allowable positive moment is calculated based on top edge laterally supported @24"
o.c,
3. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum
reaction. Therefore, when reaction values are required, use Max R n from Supports` section above.
A Bearing length (Min Brg(lnJ) based on a&wable stress of support material (Brg Str4no); support material capacity shall be verified (by others).
5. Roof Usage: Install with minimum 914.92 slope for adequate drainage,
& For beams with loads applied equally to both piles, either top or side loaded, nail plies together with 3 rows of 16d nails @ 12'0/c {one row 2'
from top, one row at mid-depth, one row 2" from bottom).
7. For beams with loads not applied equally to all plies, refer to Fastening Recommendations for Slde-Loaded, Multiple-Piece Members in the GP
Engineered Lumber Residential Floor & Roof Systems Product Guide.
8. INaxiMin reactions are based on the applicable load combinations outlined in the notes. Summation of maximin reactions for various DOL may
not match total maximin reaction.
9. Analysts valid for dry-use only (less than 16% moisture contano.
10. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners,
If. For explanation of GROUP, change to expanded printout
h?:'""( 2
GASH NC ANDREW
MODEL AND DESCRIPTION
ANDREW DANIEL
W( Page 1 Of
26X40 GARAGE
LOT
P.O. BOX 9DO35 RALEIGH, NC 27675 £H}3S # 12 S
PHONE [phone] PAX (9,91783-0617
NC (8001473.8787 VA (.Wl 6&8787 APEX EX CITY
CUSTOMER _
STREETIAOORESS7P.O, BOX
CITY STATE ZIP CODE
CONTACT PHONE.# TERMS
10 TO 55 TO APEX. GO UNDER RR TRACKS. GO ABOUT
BLOCKS AND T/L UNTO S. TUNS TALL.
CUSTOMER P.O.# SALESMAN RFq. CHIP DATF STATUS ACCT # jo-8 DATE
Y ANDREW 6101 ___ _ AP 5115 ADDTO MASTERS I--1 ONE TIME USE I--7

LI
OTY SPAN
FT IN SX PTCH
DPTH
TYPE
TC
BC OVER
LTILO HANGS
RTIHI CANTILEVERS
LTILO RTIHI
GABLE UNIT
PRICE
AMOUNT
REMARKS
1 20 26 0 0 3 COMMON R-1 4 4 24" 24" $80.00 $1,200.00
2 1 26
- 0
- 0 3 GIE GE-1 4 4 24" 24" 16Dc $92.00 $92.00
3 2 _ 18 0 0 14" LVLGDH $81.00 $182.00
4 1 ;FR DEPQSfT ?gp $150.00 $150.00
5
$0.00
.._..___.... _.._.. __ $0.00
LVL FOR 16` CLEAR OPEN
$0.00
$ CARRIES ONE END OF TRUSS $0.00
9
10 NC SEAL
- _ $0.00

00
$0
_--
11 . ^
$0.00
12
13 _

4
o
$0.0
Woo
- , $0.00
15 _
$0.00

$0.00
17
$0.00
18
$0.00
19
19 ?-
$0.00 I
---

21
$0.00
22 _ n. ) $0.00
23

24 Y
.
$0.00

00
$0
25
26
27 -

-
- - -- - --
?. .
$0.00
$0.00

'28 _ $0.00
$0
00
j29 .
._._.
__
$0.00
_ TARGET MARGIW, J.U $1,304.00 , PG. TOTAL I
TC UVE LDS 20 %INCREASE BRG TH ---REMARKS
TC DEAD LD 10 1.15 EMAIL NC SEALS ON TRUSSES BEAM TO DILL E28%
.{}0 SuBT0TAL
?
SPACING PT. LOADS aC LIVE Lo 0 9j DO NOT RELEASE FOR PRODUCTION UNTIL TOTAL PAID. 00 DEAD LO 10 APPROVALS SEAL STATE TAX
_ roraLLD AO V $1,566.69 TOTAL I
L
LAYOUT QTY. {2 ) SUBJECT TO TRUSWOOD, INC. TERMS AND CONDITIONS OF SALE QUOTED PRICE __.
SIZE { ) GUARANTEED FOR DAYS
MATCH FASCIA: WIND SPEED: CATEGORY: MEAN BLDG. HEIGHT:(