20090785 Ver 1_Minor Variance_20090716

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor 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.
Check the appropriate box below:
? Major Variance
% Minor Variance
reeman
?-%;ary
09 0 78 5
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 .)
? 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.)
Applicant's name (the corporation, individual, etc. who owns the property):
?L1Yi Q V .J(?ICUO[1 ?Dte"vA C vt S F • by-0, S ?10.Crt ???' ?)
Print Owner/Signing Official (person legally responsible for the property and its compliance)
Name:( V, C"Obp ? Y'th'll? ?tS ? ?' Vca? (;caws ??
Title: C=n? --- -
Street address:
City, State, Zip:
Telephone:
Fax:
Lq,
Contact person who can answer questions about the proposed project:
Name:
Telephone: (q G) o -__ I .? _ __
Version 4: March 2009
Fax: (A 1G) a3_? - 15?- --- - --
Email: YrJ W e)j'e r? 6 0/ ?tO PVC, r?' C a ny
4. Project Name (Subdivision, facility, or establishment name - consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Project Location:
Street address:
City, State, Zip:
County:
Latitude/longitude:
6. Directions to site from nearest major intersection (Attach an 8 '/z x 11 copy of the USGS
topographic map indicating the location of the site).
7. Stream to be impacted by the proposed activity:
Stream name (for unnamed streams label as "UT" to the nearest named stream):
UT ?d e1lerrcr?'.k
8. 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
buffer impact in ftz.:
Variance Request Form, page 2
Version 4 March 2009
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
Multiplier Required
Impact Square Feet (Indicate on the Impact Mitigation
Plan Sheet
Zone 1 nQ Qon K)ar'e 3
Zone 2 1.5
Total P'
*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 eliminate disturbance to the riparian buffers:
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 vegetation, etc.):
5. Please provide an explanation of the following:
(1) The practical difficulties or hardships that would result from the strict application of this Rule.
involved.
(3) If economic hardship is the major consideration, 'Men inclucYe a specific explanation of the
economic hardships and the proportion of the hardship to the entire value of the project.
Variance Request Form, page 3 (,-
Version 4 March 2009 ?.
(2) How these difficulties or hardships result from conditions that are unique to the property
Part 3: Stormwater
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 nitrogen 6 loading removal nitrogen6 nitrogen6
basin rate without BMPI efficiency" loading rate loading
(ac) (lbs/ac/yr) (%) (lbs/ac/yr) from
drainage
basin lbs
1
2
3
4
S
Totals ------ ------ ------
4 Attach calculations and references.
s Attach calculations and references.
6 Include 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:
http://h2o.enr.state.nc.us/su/bmp forms.htm
Variance Request Form, page 4
Version 4 March 2009
Part 4: Proposed Impacts and Mitigation
Provide a description of how mitigation will be achieved at your site pursuant to 15A NCAC
213.0242 for the Neuse Basin and 15A NCAC 213.060 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 can be downloaded at the following website:
f
http://www.nceep.net/news/reports/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, LU 15 P, Mowkt? ? rt (print or type name of person listed in
Part I, Item 2), certify that the info ation 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 form will be recorded with all required permit conditions. / ,
Signature:,
Date: - (a
Title: Ck. In v r <
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 5
Version 4 March 2009
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)
" c • A detailed narrative description of stormwater treatment/management (see Part

X • Calculations supporting nitrogen (phosphorus in the Tar-Pamlico Basin)
loading estimates (see Part 4)
• Calculations and references supporting nitrogen (phosphorus in the Tar-Pamlico
-- X 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
ri 0 Engineer and firm
0 Legend and north arrow
0 Scale (I"= 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
?? A x 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 6
Version 4 March 2009
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Driving Directions from 3408 Hursey St, Durham, NC to 1602 Logan St, Durham, NC Page 1 of 2
MAPQUE'ST
YOUR CREDIT SCORE:
A DETERMINING FACTOR FOR YOUR LOAN
Credit Score Approval Status
Poor: 340-619
Fair: 620-659
Good: 660-749
Excellent: 750-840
Total Time: 9 minutes
A: 3408 Hursey St, Durham, NC 27703-4659
Total Distance: 4.12 miles
9 wrst
70 4: Merge onto US-70 BYP W.
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5: Take the CHEEK RD exit, EXIT 286.
6: Turn RIGHT onto CHEEK RD.
<4--\? 7: Turn LEFT onto MIDLAND TER.
??`> 8: Turn RIGHT onto FAUCETTE AVE.
C T ? 9: FAUCETTE AVE becomes MIDLAND TER EXT.
10: Turn LEFT onto CLIFFORD DR.
11: Turn RIGHT onto CYNTHIA DR.
12: Turn LEFT onto FAUCETTE AVE.
04- 13: Turn LEFT onto LOGAN ST.
14: End at 1602 LOGAN ST, on the RIGHT.
B: 1602 Logan St, Durham, NC 27704-5230
Total Time: 9 minutes Total Distance: 4.12 miles
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0.2 mi
0.1 mi
0.3 mi
0.1 mi
0.1 mi
0.1 mi
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0.0 mi
http://www.mapquest.com/maps? l c=Durham& i s=NC& 1 a=3408+Hursey+St+& 1 z=27703... 7/16/2009
Driving Directions from 3408 Hursey St, Durham, NC to 1602 Logan St, Durham, NC Page 2 of 2
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UDS SN LL BE NAILE T T ~ I OGE NER AND _ ® ~ _ ~VI~ - RAGE ~ . 37 s O~LyyLOC~
MAY BE SPLIC D w/MIN. S'• 'OVERLAP AT ~ 0 ~ , CENTER INSTAL 1/1"
CDX OR OSB STRUCTURAL SHEATHING: ON ALL.
x. m t ~4: -
REFER TO SHEETS SD FOR t STANDARD DETAILS AND.. .o
STRUCTURAL NOTES
~ t
2 2 3/t~ atq/
HEADER AND COLUMN NOTES 2 ~ ~ ~ - A y tU i I
-ALL EXTERIOR AND LOAD BEARING -~2~ IC~- LIYING AREA 1685 Job No.
I q t II 1'~ t~ HEADERS SHALL BE l2) 2x6 fMIN), f ~'•-2 q.~ ( _ ~ ~ ' t_ 2 3 2v 8~ CxAR/5708 4l4
UNLESS NOTED OTNERUtISE. I a~• ~ PORGN 10
- THE NUt'18ER SNOIUN AT BEAM AND - ~3 ' c~ t 707AL GOYERI_D 2169 16 2.1
HEADER SUPPORTS INDICATES THE OP7, BONUS RM 350 NUMBER OF SUPPORT STUDS REQUIRED
IN STUD POCKET OR COLUMN. , 2
-_~-.~~'1~!'~ 1'.ou
I°~ 1 COPYRIGHT © ~ BY C V BEAT! E HOME DESIGNS INC. ALL RIGHTS RESER{lED SERVED

Revisions
°
J~G
N .G' V 4
~w qqqq
'O ti o~ 91, 6 j Va_j a
4) c: spit
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¢N~~ ~+'D as
STRUCTURAL DESIGN BY: evytauitrr'rr®
SOUTHERN ENGINEERS, P.A. caRO a>t°v %8l
3116 BEN54N DR, RALEIGW, NC 1919) 818.1611 q® A~ 4>o~~~p.,tLy]gyg
Jolsr PROJECT 9.13 /l : o: o`~ ti . UE.e > N'C7
J.~,p ° Engineers seal applies only to structural ~ '~:a p~ m components on thto document. Seal doeo not n•,SE 02 d
E include conotructlon means, methods, techniques, p289 n°~ ` o uences, ocedures or eaFet ecauttons. ~i ~''I ° Z
° Any devtationo or diecrepancieb on ' ~ FNGINE~°° Q~w®
R4FTEF25 plans are to be brought to the tmmedtate ~ • gG'®® w attention of Southern ~n sneers. Failure N~V OBE' H
to do so will vold Southern E sneer's liabillt , e®Ahi tit', a 6'S~ ~ ?~g ~ y tit ys A S
~ c ° Seal is valid for o acts permitted one ear •-`°fi. ~ J 9 - ~t~M From date of seal. a
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~ ~ HEADER ANp C M A lit F M Co 0 U. o
oLUr~N NOTES / ~ ~s ' ~ 5 m F-' r
- ALL EXTERIOR AND LOAD BEARING '~w ~ ( ro ~ !2
I•IEADERS S~#ALL BE l2) 2x6 MIN), ~ ~ w~~ 4 s cn CCD CL CL bi C9
UNLESS NOTED OTNERUJISE. a l v ~ 6J bl~d'r11EY5121P 'p 4 -,THE NUMBER SNOUIN AT BEAM AND ~ ~ `r'O°'~ ~
v ~ ~a~ HEADER SUPPORTS ENDIGATES THE :1: a E o CD CL C? ~ rz 00
~ NUMBER OF SUPPORT STUDS REQUIRED 1 . ~ `'f._ ~ , T- in O
~ --off ~ .a w ~ s . . t~ a ~i •~t IN STUD POCKET OR COLUMN. ~ m ~ m .a s i~ to
~u~~ ~ ~
~ H 3~ .1 ~e r"O : al
REFER TO SHEETS "SD"fOR t oP~f~oN A 1.
l ~ cauT R STANDARD DETAILS AND 2 (o - ~ PP
srRUCruRA~ NOTES , c ~ o~ =-.~.K-.i~-~.LO~i F i AI
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1eet
These leas are protected under the federal copyn' t Saws. The puzc~ase of a single or
u ~ multi pp set ka o lens conve s the ti f to ~udd onl one home. The chase of E . P~ P~ ge ~ P Y Y pm - / = I -a' adrhgonai sets of does not ve ~ ' M to constmct mare than one home.
~ Re action, modtt lion of den~ative~wor~s dFthe laps without conseat of Crea 've Homes Deli l • e • ~ „ ~ q gas, nc., ,Antercca, rs xpressiy probabtted. ,
l"I COPYRIGHT © ~ I3Y C TI REA VE HOME DESIGNS INC. ALL RIGHTS RESER6JEL1 ESERVED

Revisions
l
2 x 4 AT 18' D.C.
BRICK ANCHORS PER LOCAL CODE ~ SUBFLOOA
CONC9ETE CM-•-•-- g AiA SPACE ° ° ° _ u - ~ N WALL TIES •4•-• FLOOR e01$T --7•- ~ _
TOP HOUSING
MASONRY CHIMNEY ~ BOOT & BOLT P£R MFG. iNSL S BEAM-OiRDEA SIZED BY UC. ENG. - INSUL. BD.
_ TREATED SILL PIPE COL. i r
RAFt£n TERMtiE SHIELD CLAY LtifA
13'z f 3' • FOR 38' FIREBOX OPENING 13'x18'-F0942'fFiEBOXOPENING CAP BLOCK
8' x 76' CONC. BLOCK & x S 10/10 WIAf. MESH
I 4' CONC. SLAB BOLT 8 6LA8 PER MFG. INST'S
ERTiCAI STEEL REINFORCEMENT 2' MCL CLEAANiCE INTERMEDIATE SECTIONS G]O7 n~ YQ
j'j Td COMBLRSTABLE MATERIAL (AS AEOUIRED) ~ 9° o. „ • • 6 MIL. PLASiIG "D-' ~ ' 'J 't7i U d
( 22x12 HEAOEA ~ , ' • :I
50.tOKE CHAMBER LAP SPLICES 78' COMPACT PILL a""s•>'`0•. STEEL REINFORCEMENT P~ FIRESTOP I (AS REQUIRED) ' ~ AS REQ. BY LOCAL CODE
pARGE W! FIRE CLAY MORTAR • ~ GRADE FILL VOID WIiH CONC. BRICK OR STONE FACE t4> ~.t7. ~
(I (AS DESFIED) _ FLUE SUPPORT
~I ADJUSTABLE DAMPER 3112' x 9 1!2' 5118` ANGLE 0 -0
FIREBRICK o ~ ( 1 PLY MEMBRANE V C - ~
_ t >NOa~C'~U'3i`
PCANL~ H 4., ~~-III WATERPAOOf(NGiNSTALL FOR WIDTH 16' 29, B' s+ PEA MFG 1NSTRUCTI 0 N S OF FStEBOX .,MAY YA9Y I~'=
• HEARTH
o° or ~ ~ sc` i2' z i8' CONC. BLK. TO GRADE 2 % B STUD WALL cc FILL METAL FIREPLACE NOTE; 1~ ~ .
PER SPEC'S UNIT TO SE INSTALLED I2' + PER MF4 INSTRUCTIONS ~-11N v BRICK OR STONE I{RQ I a' CONC. SLAB
SEE TYPICAL DETAILS -,aY~T~I_. e HEARTH c) i~•F ~'S~ COMPACT Fi4.
4' CONC. SLAB iv IIUh ~ .0 ' 't'p i i 0 a ® ---y--~''_ - '--.°^r~.~ _ „
. kA , G z 6 zOnO Vrl E AtESN ? TYPICAL S®RY. ~ • a "
• .t , GRAVEL {I ' a r• ° 6 h11t. PLASttC AIL ~ ,v, • a r 4' CONC. SLAB
FIREPLACE ETg~ c ' ' T fL REINFORCEMENT ~~~~j~PLAC~-pGTAIL .DRAIN TILE 5 E 6eB 70110 WIRE td£SH, ;m)
~ (A$ REOUtRE01 -008 PLASTIC ,
AS RED, BY LOCAL CODE srEEL AEINFOACEMENr AS AEOUIRED
BY LOCAL COOS cn
GRADE BEAM ASE . cu
cu Q Q r O
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CAR c
°i FuelaceandFramingDimensions ®~Q~`.°°FESSfp °,°~i'i N r, O
Clnn•fecedlFremin Q' 9 d2 a cq
TQP HI>L5a10 Louvered SEAL r ~ 028942 O C (b LL
7 s ATTIC NTI ,4TION QUI M NT a e° s/a2Jo9 ® ® p tm~ C? r°
C N 'C- . CO
E S G Q T I ° I sag N OVtiR 'L d (g g S .F . OF GE L INCx / 15® ° am 0) cn CL r
} ~~fle~ o ggtifll{tli°°° O . Nr , ~ SQ.FT. OF ATTIC VENT REQUIRED. ~ c
ro"a°naw°vwMn°°. side Cal) m a C9 QO T-
Top >`L-..1 STRUCTURAL DESIGN BY: . Ln o
A ~,flae SOUTHERN ENGINEERS, P.. I 1 •e---- N
~n~l M 3116 BENSON DR, R,4LEIGH, NC (9197. Bl8-1611 ~ - lA?ERMIOATE SECTIONS r • ~ p • LL
PROJECT - l3 ~ f . ,«t "•-'•-o"•" ° En~inaara oaa! appllea only to structure! i •
w-J-~ com ante on ihla document. Seal does not
include constructton means, methods, tecYni ues, S a comer ~ sequences, procedures or suety precautions. '
e ~ ~ Jols , ° Any deviations or dlacrepaneles on y ~ '
P Q plena are to,be brought to the Immediate s . ~ ~ b ~~sTt T---- a attmltion or•$outhern En~ineera. PaAuro ~ ~ ~ -
• to do so will void Southern Engineer's IIabIIHy. cF ~ p v ^ ° Sea! is valid I°or protects permitted one year °t-'- s ~ Q ~l~rv vrl~t-l
,r....r..._N-•--;: from date of seal. ( u
O t o. h~ ~ A B C D E F G N - i tin
ADWS 36 21?4 3Bti 3{54 35 33 . 2 _ . . ADF36 96 215k 3SFi 7 3S 38 ~ l 7 kf
ABU2 42 21'4 44Nr 33 39 Oit', 3 HEADER ADF4Y 12 2fs5 N'M7 8 39 41Y
S I S NOTE: I J K L M N 0 P ,
A OSTALL UNIT PER - ~ X 12 ~ ~ I ' ` ~ • ~YJ METAL FgEpL CE AD(35 9 21 'BK 22 2t 6S 32N 48 PER SPEC'S MFQ SNSTRIICTtONS AOFS6 9 21 Btt 22 21 65 32Ye 46 ~
AOLt2 >o'a 22 9V 32 22 761E 39SSr S4W I ' O n O
BRICK OR STONE AOF12 10'A 22 9V 32 22 7514 38tu $Mp 2k FIEARTH AmeBcanGasAesaelaliondesigncer5fiedtoruseasan 8 ~ ~ ~ _ m Iztt s v C b C•M Oyy
w,renledspet;etroMerunderANS122t.t12•t982 b~ 1 i I y ~ \ A W. n• ~ C > po~
PIAEPIACEPRQDUCIS 3 , O. W U O. U
w.oe wa ~ t SEE TYPICAL mlxn+Fwrryn;p,9eut•xwnhlNMlt•n+ba+a7elru{aaaw7II ~ ' fl.
r,0.oarna~l4,w,alert•t?»JaumiFapapasteu p(L ROOF FRAMING NOTES: . ~ d E CZ!
1100 MPH WIND 20NE) a O °3 O en t'~
~I ALL RAFTERS T® EsE 2x8 t I6" OA:. WITH ~ FIREPLACE DETAIL PIA - 2x10 RIDCsE, Imo.
(112x10 OR 1.15x11,815 LvL HIP. (4) 4x10 HIPS MAT 9E "•?s VENT FREE FIREPLACE DETAIL SPLICED WITH A MIN. 6'-0° OvERL,4P AT CENTER c9c,o$
0 Q (2) 4x10 OR 1.15x9a5 LVL VALLEY. I 15 1 G mb
DO NOT SPLICE VALLEYS ;1.15x11815 LVL VALLEY ~
• • . . _ ``^'FALSE FRAME VALLEY ON 4x10 FLAT PLATE ~ -'-t°
. 2x6 RAFTERS ®I6" O.G. W/ 2x8 RIDGE, LINO. axl0 RAFTERS ®I6° oc. flu 4x14 RIDGE, uNO. ' .REFER TO SHEETS "SD"FOR
EXTEND RIDfaE 12" E~ErOND INTER~cTION STAIVDARL9 DETAILS AND,
'•f- °gR° ,.gIr~LE RAFTER STRUCTURAL Y~U~ r "pR" " D NOTES • ouEtiLE RAFTER
• M~IN° °TR".® TRIPLE RAFTER . ° "RS" ,ROOF SUPPORT FOR RAFTER SPLICE
780° Sw~lvel l j - " f 3) STUD OR 4xR F'08T FOR ROOF SUPPORT
• I ' FIR DOUlN 4x$ RAFTERS OR USE 1x10 AT " ~ ~ ' tt~+A° 33y„° s/r ,I CATHEDRAL CEILINGS .
aIf ~ y:° ;b %','I, t'!'' -ATTACH VAULTED RAFTERS WITH HURRICANE CLIPS: z3" ~ _ tt°l. ® ''1" SIMPSCN "H•5" OR EQUIVALENT - _
r~a7;
4t ~---••at ~ ~ 1
TYPI A D1R CT VENT FIREPLACE DET 1
cr. p HnMF t7F~tf;NC tN(` a{ { RTruTS ®sc3:®STC® ' COPYRIGHT v I`~1 . BY CREATIVE ITC DCCSVS tcn

LVL MAIN GARAGE BEAM
AS SPEC'q
U ENGINEER'S SEAL APPLIES ONLY TO STRUCTURAL COMPONENTS INCLUDING BEAM SHALL BEAR ON END
ROOF RAFTERS, HIPS, VALLEYS, RIDGES, FLOORS, WALLS, BEAMS AND HEADERS, OF STUDS IllALL
COLUMNS, CANTILEVERS, OFFSET LOAp BEARING WALLS, PIER ~ GIRDER 112 qIA. ANCHOR BOLTS 4d ~ y Y
SYSTEM AND FOOTING, ENGfNEEB`S SEAL DOES NOT CERTIFY pIMENSIONAL e 6 -0 O.C, AN WITHIN 12" q o' ACGUBACY OR ARCHITECTURAL LAYOUT INCLUDING ROOF SYSTEM. ALL OF PLATE ENDS IEMBEq 1"I
REQUIREMENTS FOR PROFESSIONAL CERTIFICATION SHALL BE PROVIDED BY NUMBER OF STUDS SPEC'D g; yy?~~ UUAa~ DU
TREATED TWE APPROPRIATE P80FE5510NAL. SOUTHERN ENGINEERS, P.A. CERTIFIES ONLY tSEE PLANS) INCLUDES ALL p,_I LLL~ ~ O ~ p ~ W cOi 'G p,
TWE STRUCTURAL COMPONENTS AS SPECIFICALLY STATED. SILL PLATE EXPANSION JOENT ~ v, STUDS IN COLUMN ~ m h~ a~: E Q,5 y U W ai U
2J ALL CONSTRUCTION SWALL CONFORM TO TWE LATEST REQUIREMEN?S OF TWE 8" SOLID CAP ~ 4" CONC, SLAB WITH FI ' d1 aoo 4 y
NORTW CAROLINA STATE RESIDENTIAL CODE - 2006 EDITION PLUS ALL LOCAL BERME$H ~ 4 ~ ' 4" BRICK OR WIREMESH ON 6 MIL, VAPOR ~ CODES AND REGULATIONS. TWE STRUCTURAL ENGINEER IS NOT RESPONSIBLE n BARRIER ON 4 CRUSI-{Eq STONE a~ I ml 0
FOR, AND WILL NDT WAVE GONT80L OF, CONSTRUCTION MEANS, METHODS, ~ 4 CMU i..pUV] it yam.
TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS - ~ ~ u LL ds4OO.a~~W~ P.'b
GRA AND PROGRAMS IN CONNECTION WITH TWE CONSTRUCTION WORK NOR WILL THE DE ~ „p ® N U U o U (y^ 7 c~u O.d 0 ~ ~ y.^R7 p:lrJ
ENGINEER BE RESPONSIBLE FO T CDNT CT ' . FAI NTS - o ~o.~', R HE 8A OR 5 LURE TO CARRY OUT cv . , .,a ; y,~, , a° FOUNDATION tUALL ~ w ~ TWE CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. ~
A~ , "CONSTRUCTION REVIEW" SERVICES ARE NOT PART OF OUR CONTRACT, ALL E FOU ATI SE ND ON PLAN
MEMBERS SWALL BE FRAMED ANCHORED, TIED AND BRACER IN ACCORDANCE FOR FOOTING SIZE
WITH GOOp CONSTRUCTION PRACTICE AND THE BUILDING CODE. 2x4 STUDS
3) DESIGN LOADS (8301.4) ~ LIVE LOAD DEAD LOAp DEFLECTION
CPSF) IPSF) fLL) SUBFLOOR
ROOMS OTHER TWAN SLEEPING 800M5 40 10 L1360 NTS ~ SLEEPING 800M5 30 10 Ll360
ATTIC WITH PERMANENT STAIR 40 10 L1360
ATTIC WITH OUT PERMANENT STAIR 20 10 L1360 FLOOR JOIST BAND MATERIAL
ATTIC WITW OUT STORAGE 10 10 L/240 STAIRS 40 L1360 TREATEq SILL
EXTERIOR BALCONIES 60 10 LI360 Q' ~
DECKS 40 10 Ll360 1!2" DIA. ANCHOR BOLTS ~ 4 CMU 4 -d
6'-0" O.C. AND WITHIN 12° 4 BRICK VENEER GUARDRAILS AND HAND8AIL5 200 ~ ~ v
PASSENGER VEHICLE GARAGES 50 10 L1360 ~ PLATE ENgB l EMBED RAFTERS rn' a FIRE ESCAPES 40 10 L1360 FINISH G
a SOLIq GAP RARE ~ SNOW 20 _ i~~~ ~ W
WIND LOAD BASED ON 100 MPH WIND VELOCITY ~ EXPOSURE B) '~F~"T"~'~~' o ' 2x4 RAI=TER TIES ~ 16 ~ p.,; ~~~-~~~--m~-- OG UJI (4J lmd NAILS AT
8 CMU 4) WALL BRACING: BRACED WALL PANELS SHALL BE CONSTRUCTOp ACCORDING TO EACH{ CONNECTION ~
SECTION 8602.103. Z W ~ SPACE RAFTER TIES AT a,
TWE AMOUN? AND LOCATION OF BRACING SHALL COMPLY WITW TABLE 8602.10.1, - 48 D.C. llll-IEN KNEE' UJALL x THE LENGTH OF BRACED PANELS SHALL BE DETERMINED BY SECTION 8602.10.4. o, N IS Nor INSTALLS IUNO) ~ ° z 0
LATERAL BRACING SHA L SATISFf SEE PLAN D x L BE ED PER METHDp 3 BY CONTINUOUSLY ~
SWEATHING WALLS WITH STRUCTURAL SHEATHING PER SECTION 8602.103. EE FOUNDATION PLAN ~ ~
NOT TWAT ANY S IFI FOR FOOTING SIZE O ~ E PEC C BRACED WALL DETAIL SWALL BE INSTALLED A5 SPECIFIED. ~ O cts
~ ti 5) CONCRETE SHALL HAVE A MINIMUM 28 DAY STI~NGTH OF 3000 PSI AND A
MAXIMUM SLUMP OF 5 INCHES UNLESS NOTED DTHE8WI5E IUND). AI8 ENTRAINED ~ ~,q ~ EE LL PER TABLE 4022. ALL CONCRETE SWALL BE PROP08TIDNED, MIXEp, HANpLED, A5 REQ' G 11N
SAMPLED, TESTED, AND PLACED IN AGG08DANGE WITH ACI STANDARDS. ALL NTS D E L Cx JOISTS
SAMPLES FOR PUMPING SHALL BE TAKEN FROM TWE EXIT END OF THE PUMP. OR LOOKOUTS
6) ALLOWABLE SOIL BEARING PRESSURE ASSUMEp TO BE 2000 F'SF. TWE CONTRACTOR STUD UJALL MUST CONTACT A GEOTECHNICAL ENGINEER AND THE STBUGTUAL ENGINEER IF ,
UNSATISFACTORY SUBSUi~AGE CONDITIONS ARE ENCOUNTERED, THE 5U8FAGE AREA
ADJACENT TO TWE FOUNDATION WALL SHALL BE P80VIpED WITH ADEQUATE DRAINAGE, v
ANp SWALL BE GRADED 50 A5 TO DRAINSUBFACE WATER AWAY FROM FOUNDATION WALLS. SUB FLOOR OVERLAP JOISTS W/ I BLOCKING 1N BETWEEN ~ v
- 1) ALL FRAMING LUMBER 5NALL BE SPF "2 fFb = 815 P5U UNLESS NOTED
OTHERWISE lUNO). ALL TREATED LUMBER SWALL BE SYP ~ 2 (Fb:915 P511. v
PLATE MATERIAL MAY BE 5PF ~ 3 OR SYP "3 lFclperp) = 425 PSI • MIN). i
8J ALL WOODEN BEAMS AND HEADERS SWALL WAVE TW FO OWING FLOOR JOIST ~ E LL ENp SUPPORTS• NT5 (U 2x4 STUD COLUMN FOR 6'-0u MAX. BEAM SPAN l2) STUDS FO AM v®
R BE SPAN GREATER THAN 6'-0" lUNO). ALL BEARING WEADE85 AND HEADERS OVER 2x6 TREATEq SILL pROPPEq GIRgER
6'-0" IN LENGTH SWALL BE 12) 2x10'a lUNO). Z
9) L.Y,L. SWALL BE LAMINATED vENEER LUMBER: Fb=2600 P51, Fv=285 PSI, E=1.9x106 PSI. 8" SOLIq ~
P.S1. SHALL BE A E 5T e MASONRY CAP _ _ P RALL L RAND LUMBER: Fb=2900 PSI, Fv:290 P51, E=2.0x10 PSI. ~ I L.SI. SHALL BE LAMINATED STRAND LUMBER: Fb=2250 pSl, Fv:400 PSI, E=195x106 PSI. ~ N U
INSTALL ALL CONNECTIONS PER MANUFACTURERS INSTRUCTIONS. -
10) ALL ROOF TRUSS ANp 1-JOIST LAYOUTS SHALL BE PREPARED IN ACCDBDANC ~ ' E v~;.,,,~;,.~, ; ~~~~y~~ SEE FND. PLAN RAFTER
WITH THE SEALED STRUCTURAL p8AW1NG8. TRUSSES AND I-JOISTS SWALL BE CMU ~ a v ~~~T~~~~~ FOR PIER 51 U
INSTALLED ACGORpENG TO THE MANUFACTURE'S SPECIFICATIONS. A ~ ~ ~ ~ ~ ,~fi NY CHANGE IN , ,~y~ y, ~ ~ ~ ~ ~ ~~,~,~~v~~~~<~,~: ~y`,~ I -m MINIMUM
TRUSS 08 I-JOIST LAYOUT SWALL BE COORDINATEp WITH SOUTHERN ENGINEERS. ~ . ~ ~ v~ ~ y~ y~ ~ ~U~Y~ iii i ~,~iii~iiYiyi T~yi r ~~~~~%~%%~>,~%,a~ SE FN . OVERLAP
lU ALL STRUCTURAL STEEL SWALL BE ASTM A-36. STEEL BEAMS SNA Z~ ' ~'~,T~% ; ~1~k~4~~~~~~ E D PLAN fOR LL BE ~ „%o `o~~~v, `a , ~',y~; FOOTING SIZE 5u o aT Ac y; ~ ~ y ~ ' PP RTEp E WEND WITH A MINIMUM BEARING LENGTW OF 3112 INCHES d ~,,~~~%~~y ~ . ~,~~~;,fi,, r...q
AND FULLFLANG WI TW ~~~~bo~~~o• ~,aq ;~N,~;fi,,~~%~`,` C6) lmd NAILS E D .PROVIDE SOLID BEARING FROM BEAM SUPPORT ?0 T~ , HURRICANE CONNECTOR o,
FOUNDATION. BEAMS SHALL BE ATTAGNED TD EACH SUPPORT WITH TWO LAG SIMPSON H4 OR EQUAL AT SPLICE o,
SCREWS (1/2'" DIAMETER x 4" LONG1. LATERAL SUPPORT 15 CONSIDERED 0
ADEQUATE PROVIDING TWE J015T ARE TOE NAILED TO 7HE SOLE PLATE, AND SOLE PLATE 15 NAILED OR BOLTED TO THE BEAM FLANGE ~ 48" O.G. , C
2x4 STUDS ALL STEEL TUBING SWALL BE ASTM A500. ~ 16" O.G. O
NTs 12) REBAB SHALL BE DEFORP1Eq STEEL, ASTM615, GRADE 60.
13) FLITCH BEAMS SHALL BE BOLTED TOGETHER USING l2) SOWS OF 1/2" DIAMETER BOLTS 2x6 BRAGS AT IASTM A301I WI1W WASHERS PLACED UNDER THREADED END of BOLT. BOLTS O
MID UJALL WEIGHT SWALL BE SPACED AT 24" CENTERS (MAXIMUM), AND STAGGERED TOP ANp AT
BOTTOM OF BEAM l2" EDGE DISTANCED, WITH 2 BOLTS LOCATED AT b" FROM
EACH ENp. RAfiTERS
14J BRICK LINTELS SWALL BE 3 U2"x31/2"xll4" STEEL ANGLE FOR UP TO 6'-0" SPAN ANp 6"x4"x5!16" STEEL ANGLE WITH 6" LEG VERTICAL FOR
SPANS UP TO 9'-0" (UNO).
HURRICANE 15) THE POSITIVE AND NEGATIVE DESIGN PRESSURE FOR DOORS ANp WINDOWS CONNECTORS
FOR A MEAN 800E HEIGHT OF 35 FEET OR LESS SHALL BE 25 PSF. ~ 16 OG O
I6) TWE POSITIVE ANp NEGATIVE DESIGN F'BESSU8E5 REQUIRED F08 ANY ROOF OR STUD UJALL
WALL CLADDING APPLICATION N018PEGIFICALLY ADDRESSED IN TWE NORTW NTS
CAROLINA STATE RESIDENTIAL GODS - 2006 EDITION SHALL BE AS FOLLOWS:
ROOF: 45.4 PSF - 225:12 PITCW OR LESS
34,8 PSF - 225:12 T01:12 PITCH
21 PSF -1:12 T012:12 PITCW
WALLS:
NTS. 24,1 P5F -WALLS