EX20-21 Hollis ORW SFR

EX 20-21

August 18, 2021

Bruce and Kelly Hollis
960 Jordan Hills Dr.
Chapel Hill, NC 27517

RE: EXEMPTED PROJECT SINGLE FAMILY RESIDENCES WITHIN THE ESTUARINE
SHORELINE AREA OF ENVIRONMENTAL CONCERN (15A NCAC 07K .0208).
PROJECT LOCATION/ADDRESS – 2 Osprey Circle, North Topsail Beach, Onslow
County

Dear Mr. and Mrs. Hollis,

I have reviewed the information you submitted to our office concerning the necessary filing of an
application for a CAMA Minor Development Permit under the Coastal Area Management Act and have
determined that the activity you propose of a single family residence is exempt from needing a CAMA
Minor Development Permit as long as it remains consistent with your project drawing, dated Surveyed
August 16, 2021, and it also meets the conditions specified below. If your plans should change and your
project will no longer meet these conditions, please contact me before proceeding.

SINGLE FAMILY RESIDENCES WITHIN THE ESTAURINE SHORELINE AREA OF
ENVIRONMENTAL CONCERN EXEMPTED

1. All development shall be located at least 40 feet landward of the normal high water level from
waters classified as Outstanding Resource Waters (ORW).
2. No ground disturbance or land disturbing activity shall occur within 40 feet of the normal high
water level of waters classified as ORW.
3. The development may not exceed a 25% built upon area within 575 feet of the normal high water
level of waters classified as ORW.
4. The development shall be consistent with all other applicable CAMA permit standards, North
Carolina Building Code standards, local ordinances and local land use plans in effect at the time
the exemption is granted.
5. This exemption does not allow for any development within any wetlands or open water areas.
Any proposal to modify or alter the development plan as proposed will require additional
authorization from the Division of Coastal Management.

Hollis
Page 2

6. All unconsolidated material resulting from associated grading and landscaping shall be retained
on site by effective sedimentation and erosion control measures. Prior to any land-disturbing
activities, a barrier line of filter cloth must be installed between the land disturbing activity and
the adjacent marsh or water areas at a distance of 40 feet from the Normal High Water Line,
until such time as the area has been properly stabilized with a vegetative cover.

This exemption does not eliminate your requirements to obtain any other State, Federal or Local
authorization. Construction of the structure authorized by this exemption shall be completed by
December 31 of the third year of the issuance date of this exemption.

Sincerely,

Curt Weychert
Environmental Specialist II, DCM

cc: Roy Brownlow, DCM
Kate Winzler, NTB Permitting Specialist
Will Reeves, Agent

SITE DRAWING/AI'I'LICATION CHECKLIST
Please make suly your ale draw fav mchele, the lidloamg air nnNation required Ile. :t CAhIA minor deninpmenl Pernul
Fhe Local Pant I Meer tall help you II requested
PHYSICAL DI\I ENS IONS
✓
Label nrul.
L abet highways nghl-or-ways
A/
Libel local setback Imes
I abd any ,all ill stna9u," and dos st:n a nu randy existing nn propcns
_
I.ahcladjacenl waterbody
PHYSICAL C'IIARAc mia IIis
Hunt and label nonfat high wale, line I.onta,i IPl1 tin.soslancci
Draw location of on -silo wastetwate, sw Aenl
II you will he working in ILe,Ivean baaanl area
_ Dtaw and label dune ridges tmdudc .pal ektallonsl
Draw and label low ol'dlmes
_Identify, and locum fit sl line ur stable vegetal nm (contact I PO lot sastanen
_ Dmu and label erosion setback line (contact I PI I be assismnna
Win, and label topographical lialtnes (ophomd)
II can will bo wolkmg ur a coadal dtnrchnc area
Str,nr the roof ntvdmnu as a Jolted line around die structure
Thaw and label la n Maid form of .AW
— D,:ns and brief all Ocala ... I Imes Icunm.l I.PO for ass"Lowel
Dean and label the ap-Ihol bullet lute
DE% F.LOPMENT PLANS
%/ Draw and l abel:dl lunpused slmclures
Drat and Libel :peas dial will be disturbed and'nl landscaped
Note stie ,d piling and depth to be placed In ground
-Ilan and label :ill areas la he Pawed m gl:nd'd
Show Al areas lO be dislnrbed
-iL Shoe landscaping
NOTE TO APPl d(':AN I-
Ilase you
• conpl,ledafl Cloaks and hit Indicated nInot applicable'
notified and b.ted adri,cal property otcnets
• included your arc Jlins mF
• signed and dated tie application
• endused lie SIII(I ap fee'I
• completed an AFLlimard Notice. rf necrsvvn I t Must he signed by the pn,pertt owner I
FOR STAFF USE
Site Notice Posted _ final Inspection _ Pee Recened
Site Inspections
Date of Aellun Issued Fsempled _ Denied _ Appeal Deadline Cd days hour pennil action
t=
APPLICATION FOR
CAMA MINOR
z
DEVELOPMENT
Coastal Management
ENVIRONMENTAL QUALITY PERMIT
In 1974, the Norf a ( III olina ( emit nl:Aae„ in Id\ passed the Coi slal Area \Ianngl'nIPIrI Act
I ARIA and set file sfa a for •uidio drt elf nn'nl in fire de and mductice arena Hopi
( 1 &' Lidding I' ¢ P
harder thr.state's sounds and oceaafronf Along %% ill requiring special care by (hose rho
build and develop. the (;V.,.I Assembly diremed the Ci ad.f Resources ('our Fit iseinn
I( RC in ice plcmenI dear rreu to OUR, SA ...hunflue Ihr burden an the applicant.
This application fur a minor development pennil under CANIA is purl of the
Cnmmissinn's effort to meet the spirit and tnlenl ofthe General Assembly. It has been
designed to be stnrightfm'ward and require nu mare lime or effort Ihan nccrssaq from
the applicant. Please go owe, this folder with the I.ocad Pernril ((hirer (IT II for the
locality to which son plan In build lip be certain that you undershuul n hal information he
nr she needs hrfo Ie you :gg)?y.
^
Iwder CANE\ regulations, the minor per is to be issued within IS plus once a
r''t
complete application is in hand. Often less lime is needed if the project is simple. The
prnee'ss ge'ne'I'all) lakci about IS (lays. )oil can speed the appr'..\'at in oress try making
certain lhal your application is complelr a rid Sigurd. that eon' drawing meets' the
ii
speciticalions Ith re. inside and that your application fee is alti shed.
Other pencils arc sonL•limes required far derclnpnwut in the coastal ;rreu. Minh, these
are nab l'Ahl.\n'rLdeA, we urge• van [,,check nilh the Loral Pernril Office, In delerminr
which of these• you nine used.:\ list is included oil page Iwo of this folder.
Age apprri,mle your ... oIteration with the Nord ('notion Cuaslal Ahmngemcnl Nograin
and ynurwildingness to build in a way that prutedi the resonrc'es olmar beautiful :rod
prin ucaee coast.
Coastal Nesnurcra font ksian
(Division of Coastal \dunegen enl
Td 1ao
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RECEIVED
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El
JUL 14 2021
-
DCM-MHD CITY

Perot NIH5-al
Ocean Ilalard _ Estuarine Shorc6nc_ URW Shorclnre _ Public Pius15horeline_ UWc,
(I',, oJpu od ace .nrl,U
GERF:RAI. INFORM AJ ION
I.ANU 011'NER- AI.Al1.ING ADDRESS
Flame 13Rlli 'e KEt1A/_}i.QL-L_
Adahcssd�j^�1T Ei. H11-5 V= q 1_17 — f, 416 b cc2v
cayCHAPFL till ILL Slate J.1i_ Lrp9-!I'7 Phouc " /C - U EJU—
Finad ZjAy"IS "WNtTE PA I - Go A C4 ih Kt Lt ct)5i
ACTHORIZEDAGENT &M F}l L Cfi .Yl
Name /�EE✓b 5_-.�(.LS'17J h-1 i-itM��ir_��.� ___
Clly/%Apure A li State �[fL /rp Phone C'.:- %'L'/I-3
Email i.AJ l l-b Cam' 12 �><� G 5__ c,u S rb M toil n•7 F_ S Gc n___
LOCAI'1 ON OF PROJECT: LAJJIcvs, sbml ti mre and err duecl ors' to gle name of the ndLreenr watcrbody I
L6'r
02 COSf'Ell CE, 4-LE) u5 /7 /J� Qltrlr vN'n �t o
Di- S'lUNE 2D, 9I(,r1T oN7G NG-21U IA.I I ov7T, lkoi_r&N .Cl
I.� t.€-r r-O 4-e.r''>--ve�ra L4Mey Dr -n bsrp-c-i C 112 r Ls
DES('RIPI'ION OF PRUJF.('T:rl.ist all proposed anl:ullvu.m anJ land disturbance. l
n/cw LCIv. W1 IITIcN OF .SINE-tF Fn.'v,lt. .� /iv F-lE
SI7.EIDFLOT/1"IR/'F.L: - _ nptaw level • fJ Y'._ arre>
1'ROI'OSED 1'SF.: KrvJomr.J Rr (Sitglo-lamlly Vmwlh-lamely 0 I Cnmmcrclal gndusm:d El littler
('OAIYLF.'fF. EITIIF.N 111 UR 121 ID:LO\\' ((bnmrl tour /.rent l'rnnil OJ.Acer i/inn me tint sure xGir l� �FECapplies
la four properly):
(1) O(EAN H AZARD \F C. 1 O I'.\ I FLUOR \RFA (1 F PRUI'OSF O S7 HI ("1'l'RF': _ .yore feel m1eluJes
au condemned Inaog Ilia e. p akwg ellss h d ube\<gunmd let el nou-n.nJrboncJ spore Iles sled above glnuuJ lesel h1n
excluding nun-load-beanng aml spalel
(2) COAS'IAI S11ORF1LNF.AFC SIZI UP IWILDINC 101) I PRIN I AND OIIIP R IMPLRVIOCS I:1R RI HA
IJPON SIIRIACF,;, 1.5*,quaa let lumhrJa+Ihearcaol It, Ilan Janouol.11 huddul .her cways crna..l deck,.
conerele or mason,, palms. ell III.0 um 11111 .nl Ibe upphenble Al 1, Ana.h yam caeolat tin. urlh the pngeal dw,niv I
SI:A'rF. STORND%XI F:R \I \N M&MF.NT PERNII'f: Is the pro/eel lunged 1n :nI area sublell to a Sihe
Slontiwato hlanagrurcnl I}unr issneJ h\ the NEC Dirlsmn el Bne1 g). A1nnr:d :nr.l 1 and Resources IDP. A11 It I'
YFS NO ✓
11'ycs. list the 411al bulb uplm orca'uupcn loos swlnee alLmeJ fur ynul lul err parcel syu:nr feel
OI I IFR PFai\I I I S M \1RE k FQI7NEI) 7 hc:¢m I . tun arc pl.m rang ua\ rcqui.. I.tlallli mho Ilcn1 the k':\M:\
worn d.adapinatl I'll WI. InJudlell. bltl nor hnat'd c. PlInk"". \lelcl Wa11 StYIK Lfni, for ulhCr.slann:Y) rvn51 a•
Irlammnl <yrenl 1. RuIll uru. I'lcclucul. Ella nrbin,. IEmil, xu IAu CLnditiumn.• Insulalum thin Ifnc,yy Cur...... um. R.A
C'elWicalmn. Sm1J Dune. Seth,now Control. xuhdn 11111r :\ppnaal. Mubdc IInns Turk Appro\al. I llghwal Cunroolon. and
milers Checks ,Ill our Loeal Pemit Oth,,, lar ln.ac lnh.ml.mml.
STATEM ENT 01' ON\'NERSI IIP:
I. Ihr urJcr..grcd :III applicant horn CAMA tumor develelanou penarl. being either Ihr tin ner .d propoty in an AEI' ur a
Pei nn aulh..umJ 6, all :re am agent till purposes ill appNing fora CA MA tumor t e%elopmenl penal I, c<rtily that Ih< person
1111111 a. 1,11E111.11 1111 ou till' applICalmn haila ""Mutant luto e'l nl the real proper, described therein ihu un<renl can he
Jcrurledas IJmck elwl
an ulsnrr or Ian-rd title. Illle .sseshd tit nanw of Qr/J+(CE (- KELLI/ r'fC 1-LL(
`l >ec Drell Rnok .S.S Page 1'7 A it, R1e U/.� 6 L v NJ (burry Regrsln- of Ucrcd,
_, _;m rwncr tit Pnlue of iulicularce Applicant" an heir to the estate of
. probate was in
('until)
_11 who lulerest. sudr as,,,lien contractor le:rve, c,plain below or arc• a separ c: shoo .@ Mach In Ih l apphealiou
N'OTIFI(': A' I' ION OF AD.IA(F:.YI' RIPARIAN PROI•ERTA' ON NERS:
I Iiitheenol< ccmlj that the Ibllasvurg I.crsous:ie ownersof propertio ad,luinmg Ilia Prry)erh l alfirm that I have gran
ACI'I AL AO PICF. Ie each ill them concerning tin' intent In dewing this propenl :unl to apply lure CAAIA tonal.
Elea mel bAJdressl
I D.YU/-4C' ,TF-'• 7 NAmcy GRSANq S. nSFRE_�j CIR.rN .'Z�_°SAl
(21 L47rXF %/ 8)641 N III S 73t'R�6i flit
(a) 34p25- LAlI.*,HRQ-r Sr. p✓RHA-M FN/c =77`42.EM'bo
Idl
A('KNO\1'LEDGEMEN Is:
L the undo igned. aduon I.Jec dial the InnJ uaucl Is au:uc that the pmpused Jcr<lupmcnl rc planned foran area whlcll
nia) be sllscepllblc Ill cn...uu .old oI Ilneding I a,kal elcdg, than the Local Pool Oil,,,, h:u c\planmJ Ionic the pamcu-
lar hazvJ pruhlenl.:u.unaleJ snub Ihrs Inn Th1(raplanahon a':rs aavinp.uu<J bs m..�In1n. nJ:nluns cvncundng elabdna-
lion and tardPrwfing mcliuqucs
I larthrlmnle come INA I am :tin lun,10 to gr.un.:nn1 Jn 1n tact g1a111. pcunn.Ion h. Dr loon of ('l"oral Managenroa mall
the I. oval I'emnt 1 Mean :rut Iheu agents to ruin oa IlW afilmmenhoued Iundu m coluldn. neh eealu:amg mhnmabnn
related to Ilia pcmul appha:mon
/Jx1 1111' the rita-m day of ?I Ittj. 21) 21
I .nhlmpu. n.nllholltul I nU as a hu .1Fun h I pmp a of Ilhnl. n C AMA pcunn appbcahan
7"his applirnlion indnti s v 'ref utlonn m n rill, . I• u.U, e mr On un• n 1. +. r.nc.l , n dr. ha, A of Ihr. an.", Ib,
offnL nlup vnG ill Ill do N. 1 n1 lbl:erl II1 Wei. Alan err. one%r.u•Ill, dail s1011 tin m:We pmel4, b.A; b-din .....I
..m.nl..noulum...urnbepun..Lal1".01/'11Irc nppWAerI//'I de lad, n. do gy/hl..m....n Jail.rlhid P 11111 a won e..n+
r..,�rp�,rna,l n1.h,•w ..6r r1..' Ill,"" p, rnunllu.II inµ. la.ovrJ illla.nn..1 A, .0 Ihrw client. n JI.,.•n'.ulo-.1 r..di u.on I/
anp pr..rm del pc.+rm Jeer......... m111'I aolf.w/m'.... llrnor.-muun
RECEIVED
JUL 14 2021
DCM-MHD CITY

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RECEIVED
LJUL 14 2021
DCM-MHD CITY
,OOR PLAN
NOTES:
1)9'-0`TOP OF ORDER
3) ONfENS1ONS ARE TO FRAMING
J)DOOR6 WINDOW SUE CLARIFICATION EXAMPLE:
3468=3'4'n 6'-8"(NOMINAL SUE)
<) CONTRACTOR TO VERIFY ELEVATOR SHAFT OPENING
PRIOR TO CONSTRUCTION
GloolLODRUEAUED
Mo. FLOCIREATHo
it ::r
DEDs
ABBREVIATIONS
AFF
ABOVEFINISHEDFLOOR
AND
AIRHANOLINGUNIT
CATH
CATHEDRAL
CLG
CERTKG
CONT
CONTINUOUS
CIA
DIAMETER
DBE
DOUBLE
DO
DOUBLE OVER
DW
DISHWASHER
ELEV
ELEVATOR
Ell
FLUSH BEAM, sired byoh..
FR
FHENCII
GWB
GYPSUM WALL BOARD
ITT
HEIGHT
EST
JOIST
MO
MASONRYOPENING
O/C
ON CENTER
PT
PRESSURETREATEO
PDS
PULLDOWNSTAIR
GTE
QUARTER
R
RISER
ME
REFRIGERATOR
RO
ROUGH OPENING
SO
SQUARE
SITAR
SHOWER
T
TREAD
TAG
TONGUEANDGROOVE
UNO
UNLESS NOTED OTHERWISE
WI
WITH
WWM
WELDEDWIREMESH
LIMITED LICENSE FOR USE TO CONSTRUCT ONE HOME
Please miul....fail,. TM1O llteose eovtalm terms by uM1hh you erthouna If you me rMa play la
mantlruN.home. By using the plan to construct hvmgyvu are egreeingm and mc,gla, the berms.,
e B.enee.
You one Boosted the solid to tomairvet one and onlysme, home based on the plan. Thisnghtextemstrum
nnelnal purthued.rNeo plu.Nr asa is rim ddseremMa. YonmsyounseOneoNervimowr asynghnn
ropy nr m.Ee sae nnhe pl m 1..nr inner partly, nr. now .nr mhee poor m n,e nr tnpr me p1 m.
Formpnducible piam, the license includes the right to copy and m difphe plan for use in hemocommoon of
the single home permitlM io be tonOrvtled pursuenlWNe licewe
This plan isprotttted under fad<nl copyright lax s. AlinghBwdmMosel—saireservNBY Sullivan
Drop ComMnF Use retire plan in o manner inconsistent wish this license ennui um infringement nfth,
"Urighl and a violation of US. copyright I ow,
DISCLAIMEROE WARRANTJES
SULLIVAN DESIGN COMPANY MAKES NO WARRANTIES REGARDING THE PLAN. TO THE
MAXIMUM EXTENT ALLOWED BY LAW, SULLIVAN DESIGN COMPANY DISCLAIMS ALL,
WARRANTIES OF MERCHANTABILITY OR FITNESS FOR APARTICULAR PURPOSE. ANY
MODIFICATION OF THE PLAN \' TILDE ANY AND ALL WARRANTIES EXPRESS OR IMPLIED.
SULLIVAN DESIGN COMPANY WO.L NOT BE LIABLE FOR ANY SPECIAL, CONSEQUENTIAL,
ORINCIDENTAL DAMAGESARISING FROM USE OF THE PLAN. TOTRE E%TENT
ALLOWABLE BYLAW, ANY LIAUILITYOF SULLIVAN DESIGN COMPANY WILL BE LIMITED
TO THE PURCHASE PRICE OF THE PLAN.
The purchaser oflhis plan is mpoosihlefor troodimce with all local building codes and for ensuring that He
plan ismdcirl,"apltdm "unme a"Y'alsilemndiM. Thlromb senh.uldmneullwidalocal
—hit., or engineer momiing their mamr.,
Before communion begins,@. purchaser should thoroughlyisaidew this plan anth the contranm, sxMy all
aimensio.., ma report I. S.H.— Design Cmmpmsy, any tnm,.miiti... or Wos.cramp am0aaon.
Before mntwnion beans, the purchaser or contractor thus ld.envy all umalurd elememt for the plan and she
with .boat engineer,
T,,gPmMTesPizeadriemwroofcc1 mannidod,epTh0 ofa11 concme foo( gs muslh Jetttmined by local soiBleefore oso uid
sisu, the purchaser or aoniretmnhould wnfy Ne 4sipnfthe f.otings end kuMation witFa
local engineer.
The purchaser euumc all risks esweined vied adapting me pin to foul sites affected by regioeel varali.ns in
elinute local site condition, deign needs. and building codes. Sullism Oaip Company beano
responsibility for eaapting the plea W local site c.ndiriunx design Museum. mmlmction means oc methods,
'Vers,wohmanmi,Such, nrmmmalys or"Opmem ntibred in the conslmeuon.
Plain: C30I8by SUllivnn Design Company. These planaarepaotatN under. ardal c.pynght Iowa. The
Roriginalpurchaserorm .isnmbonr.,to law Idoneandonlymehome,ssh intheplans.
epmduuionhy am seam, ni mMineabion, or me o(Nueplans m eauWd mane tM1an o one bans. unhss
oNerwiae spmiliolly'authmizW is prohibited.
SV SMART VENUf @r AFF IF INA
FLOODLONE
NOTE: IT IS RECOMMENDED THESE STRUC'NRAL PLANS BG
REVIEWED BY A STATE LICENSED STRURURAL ENGWEER PRIOR TO
CONSTRUCTION S, PERMITHNG
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NOTES:
E�//��
L02'PLATE ITT
RECEIVED
2)S HEIGHTS
2) SEEELEVATIONSFOR
FRUkMWW
41 DIMENSIONS ARE TO ETWEENG
41 PROVIDEU INDIVIDUAL
WEADDOOR W EREMULTIPLE UNITSIONS ARELWICATEp
UNITS WHERE
DSHOWHEREIFICA
5)2468 AWNWWSIZE CLARIFlCATION EXAMPLE,:
JUL
68 1'-0'x b'd"VERIFYALEVA
14 2021
fi)COMRACIOR TO VERIFY ELEVATOR SHAFT OPF:NISGS
PROR TO CONSTRUCTION
V
NOTES:
PLATE HT
2) SEE EL
3) SEEELEVATIONSARE FOR WINMG HEIGHTS
]) DIMENSIONS ARE TO FRAMING
4) PROVIDE (21 DS
IPLEUNUAL
WINDOW UNITS ITS
W MOON' UNITS WHERE MULTIPLE UNITS ARE INDICATED
WHERE MULTIPLE
5)DOOR & WINDOW SIZE CLARIFICATION EXAMPLE:
2468-2'4"x6'd"(NOMMALSU!E)
NME:ITISRECOMMENDEDTHESESTRUM.LPLANSBE
N CONTRACTOR TO VERIFY ELEVATOR SHAFT OPENINGS
REVIEWED BY A STATE LICENSED STRUCTURAL ENGINEER PRIOR TO
PRIORTOCONSTRUCIION
CONSTRUCTIONAPERMUTING
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DCM-MHD CITY

STAWNG SEAM
METAL RODE
HARDI-PLANK SIDING
X'/6'EXPOSURE
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6'HFADW -L-F
d' IAMBS 4 SILL
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KNEE. BRACE,
SEE3 SI
8.RPTPILNG
RECEIVED
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i REAR ELEVATION
A3 Da'�r-O^
SEE
TO to -SO, WP
li111,11
M.
---1.— TOP OF PLATE
TOPOFSUHFLOOR
TOP OF PLATE
—4 TUP OF SUBFLOOR
61b'
tee— TOP OF GIRDER
SEE WAS
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1 CERTIFY THAT THIS MAP WAS DRAWN UNDER
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YAP BOOK 55 PAGE 178
ONSLOW COUNTY REGISTRY
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STANDARD WINDOW NS BE SECUPED TO TRUSS USING 2-1&I NNLSAi i'
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EARWAL LENGLTBE
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2880: 2'8"WIDE 2x8 WINDOWS AND DOOR HEADERS SHALL BE MIN. 32z ONENSU ES 10 THESE p1,ANS (BY WWNBE SUBJEC�RRENT 2STUDS BELOW EACH ENO OF BEAM. AT WALLS NOTED ON PLAN AS "" 6IWR LsaTEEACH 1ausSmAU SECURED USING
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POINT LOAD/BEARING LOCATION WITH MIN. 3 STUDS DITIOHA ATONE PLLO' C SHEARWALL LOCATIONS SHALL BE 2-LID
(� BELOW BEAM UNLESS NOTED OTHERWISE. ENSURE F`40ORLN"'I" �AL1-PE, PL`J• O POINT BEAM UNLESS
LOTEDOHERWISECATION WITH . ENSURE LJCIVI-IVI Fl i1 4�i`' PLYWOOD TO BEAM ASNOTOOD EAPP NO E ABOVE.
WESTON BELOW BEAM UNLESS NOTED OTHERWISE. ENSURE
CONTINUOUS BLOCKING TO FOUNDATION CONTINUOUS BLOCKING TO FOUNDATION
INTERIOR BEARING WALL INTERIOR BEARING WALL

o------ o----------0-----------9
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PORCH
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EIVED
MIN. 32x12 GIRDER MIN. 32.12 GIRDER MIN, 32x12GIRDER
GALVANIZED ANGLE BAND TO CONNECT
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DECK GIRDER TO HOUSE SHALL BE MIN. 2x10 2x12 PT DECK BAND, CONNECT TO
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STRUCTURALLOADS:
R1: 6/11/2021
FLOOR DEAD LOAD - 20 PSF
FLOOR LIVE LOAD -40 PSF
INT. WALL DEAD LOAD -B PSF
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2
EXT. WALL DEAD LOAD -10 PSF
ROOF LIVE LOAD PSF
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GENERAL NOTES:
1-ALL DIMENSIONS ARE TO BE VERIFIED BY OWNER/CONTRACTOR PRIOR TO
CONSTRUCTION, ADJUST HEIGHTS AND WIDTHS AS REQUIRED. REFER TO DESIGN PLANS BY
SULLIVAN DESIGN COMPANY, 'DRIFTWOOD COTTAGE' PLAN DATED 2-9-2021,
2- THIS DESIGN IS SITE SPECIFIC AND INTENDED TO SHOW A LATERAVSHEARWALL 8 PILE
FOUNDATION DESIGN FOR A PROPOSED RESIDENCE.
3 - ONLY USE MATERIALS BELOW FLOOD BFE THAT ARE EITHER TREATED OR MOISTURE
RESISTANT.
4- VERIFY WINDOW SIZES AND LOCATION BY OWNEWCONTRACTOR PRIOR TO
CONSTRUCTION.
5-IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND/OR BUILDER TO CONFORM TO ALL
STANDARDS OF THE NC BUILDING CODE, VERIFY ALL DIMENSIONS PRIOR TO
CONSTRUCTION.
8- FIELD VERIFY ALL STEPS/STAIRS.
]-TIE-DOWNS BY SIMPSON
8- LUMBER IS SPECIFIED AS 42 SPF OR #2 SYP. AT 19% MOISTURE UNLESS NOTED
OTHERWISE. LVUS ARE DESIGNED WITH Fb=29S0 PSI AND E=2.Gx10A6 UNLESS NOTED
OTHERWISE. ALL BEAMS SHALL HAVE A MINIMUM OF (2) 2x4 STUDS BELOW EACH END
UNLESS NOTED OTHERWISE. CONTRACTOR SHALL ENSURE CONTINUOUS LOAD PATH TO
FOUNDATION. PORCH HEADERS SHALL BE FRAMED INTO WALL BEAM POCKETS WITH
MINIMUM (2) 2x4 STUDS UNLESS NOTED OTHERWISE.
9� ALL WALLS SHALL BE 2x4 #2 SYP (16' O.C.) UNLESS NOTED OTHERWISE. ALL HEADERS
SHALL BE 2-2001N 4' WALLS.
10-INSULATION SHALL MEET OR EXCEED CURRENT CODE.
11-ROOF TRUSSES AND ROOF ANCHORAGE SHALL BE DESIGNED BY OTHERS.
PRE -FABRICATED ROOF TRUSSES SHALL BEAR ON EXTERIOR WALLS AND HEADERS ONLY
UNLESS NOTED. TRUSS DESIGNER SHALL NOTIFY ENGINEER IMMEDIATELY IF ADDITIONAL
INTERIOR LOAD BEARING WALLS/FOUNDATION IS REQUIRED.
12- PILE FOUNDATION LATERAL DESIGN IS BASED ON AN OPEN GROUND FLOOR.
I ALL POINT LOADS AND COLUMNS SHALL BE CONTINUOUSLY BLOCKED TO A PILE OR
GIRDER SHOWN ON THE FOUNDATION PLAN IN THIS PLAN SET.
14- PILE LENGTH FROM AVG. GRACE TO BOTTOM OF LVL SHALL NOT EXCEED 1V'
CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF PILE DOES EXCEED SPECIFIED
LENGTH.
15- RECEIPT OF THESE PLANS BY OWNER/CONTRACTOR AND ALL OTHERS ACKNOWLEDGE
THEY ACCEPT THIS PLAN IN EVERY WAY TO BE CORRECT. ANY DISPUTE OR CORRECTION
MUST BE ADDRESSED PRIOR TO CONSTRUCTION.
16- NOTIFY ENGINEER IMMEDIATELY IF STRUCTURAL COMPONENTS OR LAYOUT OF THE
STRUCTURE CHANGES AFTER RECEIPT OF THESE PLANS.
17- OSHA REGULATIONS WERE NOT TAKEN INTO CONSIDERATION FOR THIS DESIGN.
CONTRACTOR SHALL VERIFY ALL REGULATIONS AND CONFIRM ANY POTENTIAL HAZARDS
DCM-MHD CITY

DETAIL NO. 3- TYPICAL FOUNDATION R1:snvzozl
00K LL 0
DETAIL NO. 1 - TYPICAL PILE CONNECTION DETAIL NO.2 - GALVANIZED STEEL CORNER CONNECTIONS , T�L�,,,,,,��� w $ z �> Z IL z a F N F o
STRAPS, NOT TO SCALE `` CAgO'• o¢ o J o U O J
NOT TO SCALE ( y N v; N G >
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WIDTHS SPECIFIED y 2. o v o U U z U' J w- z N M b w
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NOT TO SCALE L r; _ zZE5090 aH-o -FQ
DETAIL a� - O(GpGj 3om �zw
BEAM 5/8"DIA.X10" 1„ - 27 1 Otto-zD a3z3 ?��zg �zz LU
GALV. STEEL BOLTS 3.5' TYPICAL STRAP BOLT F-L2
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OR GIRDER TO PILE, PER 1.1 SIDE BAND ~ O w i = $ 0 U F OU J U D.
DETAIL NO. 2, ON OUTSIDE $XB PILE NOTE: OTHER BOLT PATTERNS ARE ACCEPTABLE O n a m w m LU N = 0 J W z C7
FACE OF JOINT. STRAP MAY BE
OMITTED WHEN LESS THAN PROVIDED THE BOLT HOLE PATTERN DOES NOT � o LLO w z o ro W ~ z >- 0 U (0 m
VARY MORE THAN 2"FROM THAT SHOWN INSIDE VIEW FRONT OR REAR aVl a _0 J 0U J z
50 % OF PILE AREA IS NOTCHED SIDE BAND, m Tn - O F- aa
NOTCHED INTO BAND OF PILE m o w o o w O W H- W w Q �'
DETAIL NO. 4-TYPICAL PORCH POST CONNECTION FOUNDATION, o F o x U o z= a o Z m w
3W DIA. X 11" PILE NOTCHED INTO PILE n 0 0 me
ROSS BRACING DETAIL ul y z ¢ a r}- Q F- a O
SCALE: NTS NOT TO SCALE Of m - a I- Q (n (n 0
GALV, STEEL W Q Q Z U z> U Q _
BOLTS, NUTS AND LOWER EDGE OF w a Z w w > > 0 0. ? N
5/8"DIA. X 10" 2" FLAT WASHERS � O 5 w z Z 0 U U N O $ N
4" GALV. STEEL BOLTS FOUNDATION • O O F ¢ g = UJ U) 0
DECK POST 8" BAND AND PILE w x x D w n~ a > W O m r
NOTCH %" DIA. X 10" F O O F U 0 3 (,j > W J H LL
DECKINGv
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p 25HP 4" STRAP PER DETAIL • 8"X8" PILE
STRAP CONNECTING BAND N i NO.2
OR GIRDER TO PILE, 3/16"X 4" X 18"LONG GALV.
DECK BANDSTEEL, ONE STRAP, NO s pTENOE$ON5 PER FEMA TECHNICAL BULLENTIN 9, AUGUST 2008
OUTSIDE FACEOF JOINT. 'OT1SR 'RNOVERHEAD WALL PLAN VIEWMIN.z43TUDS12'O.C.
8"X8"PT OR 6"XERM SUN4500.WNEa co T M PILEDECK POST OR 8"XGRADE LEVEL OTNE P�18IB WILL BES ECURR TO NEXT
PILE FROM BESEE DETAIL NO.2 BRACE BOARDS MAY BE PLACED ON ONE TN BU0.o�Nu+1E D�CRETID"DE
PILE
RA L PE.PW`.PLLC� NOTE: NOTE:
OR BOTH FACES OF PILE. AHO ?NE�Ory YAL ONLY NON-STRUCTURAL WALL SHEATHING MAY BE
SIDING IS PERMITTED TO ATTACHED ONLY O
BREAK SHEATHING OVER -LAP BREAXAWAV BREAKAWAY WALLTFRAMING;
SHEATHING CANNOTEMEND
DETAIL NO. 5 -TYPICAL DETAIL N0. 6 -TYPICAL GALVINIZED SIDE VIEW AT PILES WALL AND PILE STRUCTUREOVER PERMANENT PIATe
BUTT JOINT CONNECTION ANGLE BAND
L CONNECTIONS FOUNDATION GIRDER BAND PERMANENT
SCALE: NTS NT3 OR FLOOR FRAMING 2Y4 TOPPLATE
OVERHEAD VIEW BAND/GIRDER INSIDE VIEW TO NEM
FULL TO GIRDER CONNECTION OF GIRDER/ BAND CONNECTION BREAKAWAY MIN. 2X4 STUDS PILE
5/ALV. X 10"
BUTT GALV. STEEL BOLTS iN ENDToe1+w�Eo MATRRN
JOINT a,sB NAILS.
BEAM
2" STRAPS CONNECTING BAND %"DIA. 2" � NOTE: FBREAl<AWAY
BEAM 9„ OR GIRDER TO PILE, PER GALV. 7 ® TOP PLATE
(J)10d COM. GALV. NAILS AT TOP 8
DETAIL NO.2, ON OUTSIDE STEEL GIRDE (JIICd COM.GALV.NAILSAT
BOTTOM, EVENLY SPACED WINDOWS AND DOORS
FACE OF JOINT. STRAP BOLTS BAND BETWEEN PILES TO SECURE EACH MAY BE PLACED
MAY BE OMITTED WHEN BREAKAWAY PLATE TO \ MAY A AS BEIPLA
3.25" 3.25" LESS THAN 50 % PILE SIDE BAND NOTE: ALL GALVANIZED ANGLES TO BE PERMANENT PLATES.
RED
8X8 PILE AREA IS NOTCHED. /
4"x4"x1/4"-8" LONG WITH 2--%" BOLTS BREAK �
THROUGH EACH FLANGE / Awnr
2X4 NOTE:THESEARE
EXTERIOR KNEE BRACE DETAIL IF THE WALL IS LOCATED / BOTTOM THE MAXIMUM
NOT TO SCALE ON THE OCEAN SIOE OF z PLATE STANDARDS, DO NOT
(2)5/S'GALV _24� I CROSS BRACING; SCORE
(2 5IB' GAL THRU EXCEED THE DESIGN
THRU THE INTERIOR FACES OF
BOLTS AT OLTS EACH ENO THE STUDS tAS'OEEp / STRENGTH OF THIS
EACH 8X8 ALONG LINES FOLLOWING WALL SYSTEM
GIRDER THEGROSSBMCING. /
RECEIVED ::..,.., :...
PERMANENT TO NEXT
2X4 BOTTOM CONCRETE SLAB ON GRADE PILE
PLATE
o BXB T NOTE:
KNEE BRACENOTCH 6X6 SO THAT I}' JUL 14 2021 THIS BREAKAWAYWALL DETAIL IS FOR A PROPOSED
• LAPS PILE AND GIRDER GROUND LEVEL ENCLOSURE,
(2)Y8"GALV THRU DCM-MHD CITY
BOLTS EACH END
x

:'l
1 111
mH S 1 I'i
NOTE: THIS PROPERTY 15 LOCATED WITHIN
THE SPECIAL FLOOD HAZARD AS SHOWN ON FIRM
COMMUNITY PANEL 3720 4277 00 K. VE 13
-10
\0-
OSPREI'
LL[C IT CIRCLE
1 --
1 j-j "F 360. 50 � -- - - - I'I>_,II.Onuc >EIBACK
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x ' :n 1 ., 1 .© '. MA T_I-STORr
1 y41 .56 o DWELL INI,
_ ' [Lt vAIFb ON PIIESI ii .�.
PROPOSED
DRIVE '
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1 N29o44'10-jV 1 To, __BUILDING SE (BACK'
1 �P
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1 �ni
L. 0 T 1
— M8 55 PG 118
5 MAP WAS DRAWN UNDER
M AN A( TIDAL SURVEY
MRVISION FROM INFORMA- —
I HA T 114E PUS I I TONAL
: AND TIIA'T THIS MAP
ENTS OF THE ..STANDARDS
ND SURVEYING IN NORTH
56. 1G00).
MAY 20.21
ORAWN:GAG
APPROVED: GAG
rs.dgn
SCALE:I'. 30'
SHEET I OF I
30 15 0 30 60
—1
I �
GRAPHIC SCALE: 1`■ 30'
OWNER
ADDRESS:
PHONE:
NOTE:
WEILANDS,CANAL & MARSH SI.OWN
PER MAP BOOK 55 PAGE 178 AND
IS NOT THE RESULT OF A SURVEY
By STROUD ENGINEERING,PA.
IDG[ OF
�'A'v; MILN i
/
tiECEIVED
JUL 14 2021
DCM-MHD CITY
SURVEY REFERENCE
YAP 801OK 55 PAGE 178
ONSLOW COUNTY REGISTRY
LICE!!Q
.P �X SSTItTNY, jLR RIPE
■ EX S IkING Lcc� NjjT OL MONINIENI
EXISTIN988PSATELEVATION
(� 10' x 20' PROPOSED
i-� PARKING
PREL IYINARr PLAN
s STROUD ENGINEERING, P.A. LOT 2, SECTION II
V102-0 CINEMA DRIVE ' 0611i CRYSTAL SHORES
F WILMINGTON. NORTH CAROLINA 28403
[phone] (910) 8IS-0593 FAX NORTH TOPSAIL BEACH ONSLOU COUNTY
NORTH CAROL INA

CRYSTAL SHORES LOT 2.dgn
1�13'-2" 20'-10"
r
NQ I I
U
MIN. 3-2x12 GIRDER MIN. 3-2x12 GIRDER MIN. 3-2x12 GIRDER
w MIN. 2x10 w
K_ DECK JOISTS
O AT 16" O.C. MIN. 8x8 PT POSTS, TYP.
N (ABOVE) AT PORCHES, UNLESS N
NOTED OTHERWISE 1 x
N 13'-2" 8" 12'-4"
Z N
'_7„---­--6'-7" 4' -2" '_8" 4'_9"
3-3060 SHALL BE REDUCEDN
j� TO2-3060 WINDOW N c
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1 N t o
2440 z-zsso
2880 DOOR W/
c'7 2 m all MIN. 2-2x12
0 o x 0 mII HEADER
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xz= z11 wll
PRE-ENGINEERED 0 3 U1 I = PRE-ENGINEERED
FLOOR TRUSSES BY z in ¢ w FLOOR TRUSSES BY
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_ PRE-ENGINEERED I IN w
fV FLOOR TRUSSES BY
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r o L-T-10" 4 = II
I N
PRE-ENGINEERED
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OTHERS (ABOVE) INTERIOR BEARING
WALLS SHALL ALSO M
2656 BE A SINGLE PLY q w
SHEARWALLS
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3080 2656
MIN. 2x8
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Z MIN. 2-2x10 z
MIN. 3-2x10 GIRDER GIRDER
-7" '-3"� '4" 2'-6" 2'-11
12'-10" 17'-4" 10'-
36'
FIRST FLOOR STRUCTURAL PLAN
SCALE: 1 /8"=1'-0"
STANDARD WINDOW -ALL BEAMS SHOWN ARE LOCATED IN THE CEILING
AND DOOR NOTATION FIELD VERIFY & ADJUST DIMENSIONS. REFER TO PLAN BY OTHERS.
- UNLESS NOTED OTHERWISE ALL WINDOW AND DOOR HEADERS AT
3030: 3'0" WIDE BEARING LOCATIONS SHALL BE MIN. 2-2x10 (IN 4" WALLS) WITH MIN.
3'0" TALL 2 STUDS BELOW EACH END OF BEAM. AT WALLS NOTED ON PLAN AS
2880: 2'8" WIDE 2x6 WINDOWS AND DOOR HEADERS SHALL BE MIN. 3-2x10. ENSURE
8'0" TALL ALL OPENINGS ARE A MINIMUM OF 2'0" FROM CORNERS
O POINT LOAD/BEARING LOCATION WITH MIN. 3 STUDS
BELOW BEAM UNLESS NOTED OTHERWISE. ENSURE
CONTINUOUS BLOCKING TO FOUNDATION
INTERIOR BEARING WALL
�13'
O
TO 2-3060 WINDOW
3-2640 SHALL BE REDUCED
TO2-2640 WINDOW
I
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V
FINAL vis
SET O�jgTRU T OS R EGPR� NG
THIS IS PING AND CO QUESTION '(RACTOw
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THESE ETC RGES PEp1SGRETION OF
BUILDER' GHP
ADDITIONAL TES A l-TH E, PLS' PLLG
Hp11 WESoN LYA , P
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MIN. 8x8 PT POSTS, TYP.
AT PORCHES, UNLESS -
NOTED OTHERWISE
SHALL BE REDUCED 8068 SHALL BE REDL
TO 6068 SLIDER TO 6068 SLIDER
60
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N
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n N
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2-2656 N
SIC
2868 2646 iv
2'-6" 2 6 2'-111
SECOND FLOOR STRUCTURAL PLAN
SCALE: 1 /8"=1'-0"
-ALL BEAMS SHOWN ARE LOCATED IN THE CEILING
-FIELD VERIFY & ADJUST DIMENSIONS. REFER TO PLAN BY OTHERS.
- UNLESS NOTED OTHERWISE ALL WINDOW AND DOOR HEADERS AT
BEARING LOCATIONS SHALL BE MIN. 2-2x10 (IN 4" WALLS) WITH MIN.
2 STUDS BELOW EACH END OF BEAM. AT WALLS NOTED ON PLAN AS
2x6 WINDOWS AND DOOR HEADERS SHALL BE MIN. 3-2x10. ENSURE
ALL OPENINGS ARE A MINIMUM OF 2'0" FROM CORNERS
O POINT LOAD/BEARING LOCATION WITH MIN. 3 STUDS
BELOW BEAM UNLESS NOTED OTHERWISE. ENSURE
CONTINUOUS BLOCKING TO FOUNDATION
- INTERIOR BEARING WALL
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1: 6/11/2021
r SINGLE PLY SHEARWALL
DOUBLE PLY SHEARWALL
SHEAR WALL SPECIFICATIONS:
I) PANELS MAY BE INSTALLED WITH FACE GRAIN
_ITHER PARALLEL OR PERPENDICULAR TO
STUDS.
>) PANELS SHALL BE 7/16" MINIMUM THICKNESS.
S) NAIL SPACING SHALL BE 8d AT 3" ON CENTER
ALONG VERTICAL EDGES OF PANEL AND 6" AT
NTERMEDIATE VERTICAL FRAMING.
t) HORIZONTAL NAIL SPACING AT DOUBLE TOP
'LATES, DOUBLE BOTTOM PLATES, BAND JOISTS,
4ND GIRDERS SHALL BE A DOUBLE ROW OF 8d
;OMMON NAILS (0=0.131") STAGGERED AT 3" ON
;ENTER.
i) PANELS SHALL EXTEND 12" BEYOND
:ONSTRUCTION JOINTS AND SHALL OVERLAP
31RDERS THEIR FULL DEPTH.
i) BLOCKING SHALL BE REQUIRED AT ALL JOINTS
') FLOOR TRUSS SHALL ALIGN WITH INTERIOR
3HEARWALLS. TOP AND BOTTOM PLATES SHALL
3E SECURED TO TRUSS USING 2-16d NAILS AT 4"
)N CENTER TO SECURE PLATE TO WOOD TRUSS.
%NCHORAGE SHALL BE INSTALLED THE ENTIRE
3HEARWALL LENGTH.
1) INTERIOR SHEARWALLS PERPENDICULAR TO
=LOOR TRUSSES SHALL BE SECURED USING
i-16d NAILS AT EACH TRUSSIWALL
NTERSECTION.
)) DOOR HEADERS AT INTERIOR WOOD
3HEARWALL LOCATIONS SHALL BE A MIN. 2-2x10
NITH PLYWOOD LAPPING BEAM. SECURE
ILYWOOD TO BEAM AS NOTED ABOVE.

I�12'-10" 10, 11'-2" 1 2'
—❑-------------❑----------❑— - - - 9
I
I
COVERED
PORCH
(ABOVE)
I
I
13'-2" 20'-10"
KNEE BRACE.
SEE DETAIL
�1-6------
r o X-BRACE
-
Ix I I
I
I 8070 OVERHEAD I
GARAGE DOOR
is T o a
_
o cm
x
I
❑ NOTE: ALL
GROUND FLOOR w O)
_
CD I WALLS SHALL BE ib < oo
CONSTRUCTED 0° oo
N
AS BREAK -AWAY. x
X-BRACE
I{-JI REFER TO
DETAIL ON
SHEET 3
_ N
-
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1KNEE BRACE.
N
0 SEE DETAIL I r 9080 OVERHEAD
GARAGE DOOR
I
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6" 5'-10" x-BRACE
V2880�11��
2" 6") 2 61!
UNCOVERED
DECK
(ABOVE)
-------------❑---�
�-12'-8"
0" 17'-4"
3b -
ss rbk GROUND FLOOR PLAN FINAL SETOFp UCTIONREVSONS
SCALE: 1 /8"=1'-O" pERM1n1NG AeF_ NS OR OUEE �oNRrGRowG
TSAsoy
HESE SUB
D R ETAeseC) �R E BE PERTHRE ON OFT
BU NCH 8 p,1 THE p1SG pLLG.
11S
p001110N RATE LL, PE. 91
HOURS-YcTON LYA
r-IL-IV IV II-L �L
MIN. 3-2x12 GIRDER MIN. 3-2x12 GIRDER MIN. 3-2x12 GIRDER
GALVANIZED ANGLE BAND TO CONNECT
MIN. 2x10 2x12 PT DECK BAND, CONNECT TO
w
o
DECK GIRDER TO HOUSE SHALL BE
DECK JOISTS GIRDER WITH 5/8" THRU BOLTS SPACED
O
4x4x1/4"-8" LONG, WITH 2-5/8" BOLTS
AT 16" O.C. 16" OC AND TWO ROWS OF 16d RING
O
THROUGH EACH FLANGE, REFER TO
(ABOVE) SHANK NAILS SPACED 16" OC. FLASH
N
x
DETAIL 6. TYP. AT DECKS/ PORCHES.
AND CAULK. TYPICAL ALL DECKS.
N
13'-2" 20'-10"
L'-- 12'_4„ 6,
3-1.75x11.875 LVL
GIRDER
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2-1.75x11.875 LVL
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ALL STAIR &
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- GIRDERS SHALL BE
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USE SIMPSON U4
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MIN. 2-2x10
MIN. 3-2x10 GIRDER
GIRDER
z
--12 8" 4' 8"
4'-4 „
1'-6"
12' 10"
17 -4
2G'
'-
FOUNDATION PLAN
SCALE: 1 /8"=1'-0"
PILE DEPTH AND
CAPACITY LEGEND
�39) ❑
8"X8" PT PILES 8' DEEP W/
8,000# CAP.
(3) ®8"X8"
PT PILES 12' DEEP W/
12,000# CAP.
(3) ■
8"X8" PT PILES 16' DEEP W/
16,000# CAP.
M
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STRUCTURAL LOADS: R1: 6/11/2021
FLOOR DEAD LOAD - 20 PSF
FLOOR LIVE LOAD - 40 PSF
INT. WALL DEAD LOAD - 8 PSF ■>> 11^ �
EXT. WALL DEAD LOAD - 10 PSF �V r1j� IF
ROOF LIVE LOAD - 20 PSF �� �y,\' . � o
ROOF DEAD LOAD - 20 PSF y` , �Q , S./�
WIND - 150 MPH ASCE 7-10
27 L,
"'••.;PTO..'' (,Y,,,,
GENERAL NOTES:
1- ALL DIMENSIONS ARE TO BE VERIFIED BY OWNER/CONTRACTOR PRIOR TO
CONSTRUCTION. ADJUST HEIGHTS AND WIDTHS AS REQUIRED. REFER TO DESIGN PLANS BY
SULLIVAN DESIGN COMPANY, "DRIFTWOOD COTTAGE" PLAN DATED 2-9-2021.
2- THIS DESIGN IS SITE SPECIFIC AND INTENDED TO SHOW A LATERAUSHEARWALL & PILE
FOUNDATION DESIGN FOR A PROPOSED RESIDENCE.
3 - ONLY USE MATERIALS BELOW FLOOD BFE THAT ARE EITHER TREATED OR MOISTURE
RESISTANT.
4- VERIFY WINDOW SIZES AND LOCATION BY OWNER/CONTRACTOR PRIOR TO
CONSTRUCTION.
5- IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND/OR BUILDER TO CONFORM TO ALL
STANDARDS OF THE INC BUILDING CODE. VERIFY ALL DIMENSIONS PRIOR TO
CONSTRUCTION.
6- FIELD VERIFY ALL STEPS/ STAIRS.
7- TIE -DOWNS BY SIMPSON
8- LUMBER IS SPECIFIED AS #2 SPF OR #2 SYP, AT 19 % MOISTURE UNLESS NOTED
OTHERWISE. LVL'S ARE DESIGNED WITH Fb=2950 PSI AND E=2.Ox10A6 UNLESS NOTED
OTHERWISE. ALL BEAMS SHALL HAVE A MINIMUM OF (2) 2x4 STUDS BELOW EACH END
UNLESS NOTED OTHERWISE. CONTRACTOR SHALL ENSURE CONTINUOUS LOAD PATH TO
FOUNDATION. PORCH HEADERS SHALL BE FRAMED INTO WALL BEAM POCKETS WITH
MINIMUM (2) 2x4 STUDS UNLESS NOTED OTHERWISE.
9- ALL WALLS SHALL BE 2x4 #2 SYP (16" O.C.) UNLESS NOTED OTHERWISE. ALL HEADERS
SHALL BE 2-2x10 IN 4" WALLS.
10-INSULATION SHALL MEET OR EXCEED CURRENT CODE.
11-ROOF TRUSSES AND ROOF ANCHORAGE SHALL BE DESIGNED BY OTHERS.
PRE -FABRICATED ROOF TRUSSES SHALL BEAR ON EXTERIOR WALLS AND HEADERS ONLY
UNLESS NOTED. TRUSS DESIGNER SHALL NOTIFY ENGINEER IMMEDIATELY IF ADDITIONAL
INTERIOR LOAD BEARING WALLS/FOUNDATION IS REQUIRED.
12- PILE FOUNDATION LATERAL DESIGN IS BASED ON AN OPEN GROUND FLOOR.
13- ALL POINT LOADS AND COLUMNS SHALL BE CONTINUOUSLY BLOCKED TO A PILE OR
GIRDER SHOWN ON THE FOUNDATION PLAN IN THIS PLAN SET.
14- PILE LENGTH FROM AVG. GRADE TO BOTTOM OF LVL SHALL NOT EXCEED 11'-0"
CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF PILE DOES EXCEED SPECIFIED
LENGTH.
15- RECEIPT OF THESE PLANS BY OWNER/CONTRACTOR AND ALL OTHERS ACKNOWLEDGE
THEY ACCEPT THIS PLAN IN EVERY WAY TO BE CORRECT. ANY DISPUTE OR CORRECTION
MUST BE ADDRESSED PRIOR TO CONSTRUCTION.
16- NOTIFY ENGINEER IMMEDIATELY IF STRUCTURAL COMPONENTS OR LAYOUT OF THE
STRUCTURE CHANGES AFTER RECEIPT OF THESE PLANS.
17- OSHA REGULATIONS WERE NOT TAKEN INTO CONSIDERATION FOR THIS DESIGN.
CONTRACTOR SHALL VERIFY ALL REGULATIONS AND CONFIRM ANY POTENTIAL HAZARDS

DETAIL NO. 1 - TYPICAL PILE CONNECTION
NOT TO SCALE
BEAM
5/8" DIA. X 10"
GALV. STEEL BOLTS
e °
4" STRAP CONNECTING BAND 4"
OR GIRDER TO PILE, PER
DETAIL NO. 2, ON OUT 8X8 PILE
FACE OF JOINT. STRAP MAY BE
OMITTED WHEN LESS THAN
50% OF PILE AREA IS NOTCHED
DETAIL NO. 4 - TYPICAL PORCH POST CONNECTION
SCALE:NTS
5/8"DIA. X 10"
4" GALV.STEEL BOLTS
DECK POST
DECKING
DECK BAND
8"X8" PT OR 6"X6" PT
DECK POST OR 8"X8" PT
PILE FROM BELOW.
STRAP CONNECTING BAND
Qo OR GIRDER TO PILE, 3/16"
X 4" X 18"LONG GALV.
STEEL, ONE STRAP,
OUTSIDE FACE OF JOINT.
SEE DETAIL NO. 2
DETAIL NO. 5 - TYPICAL
BUTT JOINT CONNECTION
SCALE: NTS
FULL
5/8"DIA. X 10"
BUTT
GALV. STEEL BOLTS
JOINT OO OO
BEAM
2" STRAPS CONNECTING BAND
BEAM
OR GIRDER TO PILE, PER
9„
DETAIL NO. 2, ON OUTSIDE
OO OO
FACE OF JOINT. STRAP
MAY BE OMITTED WHEN
3.25"
3.25" LESS THAN 50 % OF PILE
8X8 PILE
AREA IS NOTCHED.
EXTERIOR KNEE BRACE DETAIL
(2) s/a" GALV NOT TO SCALE
THRU 24° (2) 5/8" GAL THRU
BOLTS AT BOLTS EACH END
EACH 8X8 / / GIRDER
Nr 6T
F/7
BRACE
NOTCH 6X6 SO THAT 1 2"
• LAPS PILE AND GIRDER
(2) 5/8" GALV THRU
BOLTS EACH END
X
DETAIL NO. 2 - GALVANIZED STEEL
STRAPS,
%6" THICKNESS, 18" LENGTH, 2" AND 4"
WIDTHS SPECIFIED
NOT TO SCALE
1"
3.5" TYPICAL STRAP BOLT
PATTERN
9„
Y3.5"
1"
NOTE: OTHER BOLT PATTERNS ARE ACCEPTABLE
PROVIDED THE BOLT HOLE PATTERN DOES NOT
VARY MORE THAN 2" FROM THAT SHOWN
ROSS BRACING DETAIL 3/4" DIA. X 11"
NOT TO SCALE GALV. STEEL
BOLTS, NUTS AND
2. FLAT WASHERS
BRACE BOARDS MAY BE PLACED ON ONE
OR BOTH FACES OF PILE.
R 1: 6/11 /2021 co
DETAIL NO. 3- TYPICAL FOUNDATION 000 0 LL LL
CORNER CONNECTIONS ~ ° z 0- U o
'.•++++++ire+r�rr w o z u> Q a z a H M
NOT TO SCALE �• CAjQ^ •., 9 = ¢ o z `2 J W
TOP VIEW -���.'....'oy f��� o�oo- UJC7 J Luz00)co �Zw
4" STRAPS PER -�: 91:� oz�Q<z oOZ o }Luna ¢wW 3
DETAIL NO. 2 _ L - QILL!co c)r-oo �(D- �UUDz co _0
- 27 wLuo�zb dLuz� (n r=0w2 "_coo w
yl o_ >- �_� z- Qzz
.� 1 11 =% mw Z) �� �_
c ALL ^ Z J D" W W J W W
5/6"DIA. X 10" 2.5" �Gi V. ¢ w > O H LL O U) -j (n W
GALV. STEEL BOLTS •�`S�aN��Q�•• z ofo 0 oU O z a CO w w a O a z
-2" 8"X8" PILE FROM �`rrr,r ++��•• o z U) Z co o p Z W W N w
++ wOQ�U~ � z Y d L�
GROUND x> E U= o cf O O
SIDE BAND I~i°wz~E oU U J U o_
°a2cowU)) of(20 J LU z U
INSIDE VIEW ~_`)"pU0 w w~ Q g = m
SIDE BAND, FRONT OR REAR J 00 of¢ - m a} O O_ U J Z
mofcn -o H H- J = U Q
BAND OF PILE u)owZ)�w O X ~ W Q Q
NOTCHED INTO FOUNDATION, z z Z) w° OU 2 Z Lu Q z W m ~
PILE NOTCHED INTO PILE 0-1.-0 a Q=} O O D J 0
¢ d U
LOWEREDGEOF!rGALV.
w¢zpw0J z ¢> � U O a z o
FOUNDATION ° U ¢ J� J w co (V O c\Lu
BAND AND PILE LD 2 Z) L) w 0- a w~NOTCH DIA.X10" ~OLL ��z uwj�uS W OJLL o BOLTS zO0 U wU 2 Q d O
¢ z4" STRAP PER DETAIL 8" PILE
NO. 2
SoAs
S IS A FINAL D CONSTRU TONS Re REGA oRIG
ITTING MA otAs OR ODES evklOOwPJ1,
R NES pP ANS (BY OW L BE SUBJECURRENT
TN gU LDEP ETC)RGT HE pRSGRETION OF
ONA
AppIT10 Y RATES A pE, PLS, PLLG.
HOU - ESTONoALL.
DETAIL NO. 6 - TYPICAL GALVINIZED
ANGLE BAND CONNECTIONS
OVERHEAD VIEW BAND/GIRDER NTS INSIDE VIEW
TO GIRDER CONNECTION OF GIRDER/ BAND CONNECTION
N
I
s/s"DIA. 211
GALV. 7
STEEL
BOLTS
SIDE BAND NOTE: ALL GALVANIZED ANGLES TO BE
4"x4"x1/4"-8" LONG WITH 2-%" BOLTS
PER FEMA TECHNICAL BULLENTIN 9, AUGUST 2008
OVERHEAD WALL PLAN VIEW
/MIN. 2X4 STUDS, 12" O.C.
PILE
TO NEXT
PILE
NOTE: NOTE:
ONLY NON-STRUCTURAL WALL SHEATHING MAY BE
SIDING IS PERMITTED TO ATTACHED ONLY TO
BREAK SHEATHING OVER -LAP BREAKAWAY BREAKAWAY WALL FRAMING:
AT PILES WALL AND PILE STRUCTURE SHEATHING CANNOT EXTEND
OVER PERMANENT PLATE
SIDE VIEW
FOUNDATION GIRDER, BAND
OR FLOOR FRAMING
BREAKAWAY MIN. 2X4 STUDS
SPACED 16" O.C., EACH
END TOE -NAILED WITH
3-16d NAILS.
WINDOWS AND DOORS
MAY BE PLACED
AS DESIRED
PERMANENT
2X4 BOTTOM
PLATE
NOTE:
THIS BREAKAWAY WALL DETAIL IS FOR A PROPOSED
GROUND LEVEL ENCLOSURE.

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PROVIDE PIT
AS REQUIRED
JND FLOOR PLAN
AREA CALCULATIONS
GROUND FLOOR HEATED
154 SF
FIRST FLOOR HEATED
1369 SF
SECOND FLOOR HEATED
1136 SF
TOTAL HEATED AREA
2659 SF
GARAGE
564 SF
COVERED PORCH
739 SF
DECK
126 SF
BALCONY
129 SF
ABBREVIATIONS
AFF
ABOVE FINISHED FLOOR
AHU
AIR HANDLING UNIT
CATH
CATHEDRAL
CLG
CEILING
CONT
CONTINUOUS
DIA
DIAMETER
DBL
DOUBLE
DO
DOUBLE OVEN
DW
DISHWASHER
ELEV
ELEVATOR
FB
FLUSH BEAM, sized by others
FR
FRENCH
GWB
GYPSUM WALL BOARD
HT
HEIGHT
JST
JOIST
MO
MASONRY OPENING
O/C
ON CENTER
PT
PRESSURE TREATED
PDS
PULL -DOWN STAIR
QTR
QUARTER
R
RISER
REF
REFRIGERATOR
RO
ROUGH OPENING
SQ
SQUARE
SHWR
SHOWER
T
TREAD
T&G
TONGUE AND GROOVE
UNO
UNLESS NOTED OTHERWISE
W/
WITH
WWM
WELDED WIRE MESH
LIMITED LICENSE FOR USE TO CONSTRUCT ONE HOME
Please read carefully. This license contains terms by which you are bound if you use this plan to
construct a home. By using the plan to construct a home, you are agreeing to and accepting the terms of
the license.
You are granted the right to construct one, and only one, home based on the plan. This right extends to the
original purchaser of then plan only and is not transferable. You may not sell or otherwise transfer any right to
copy or make use of the plan to any other party, or allow any other party to use or copy the plan.
For reproducible plans, the license includes the right to copy and modify the plan for use in the construction of
the single home permitted to be constructed pursuant to the license
This plan is protected under federal copyright laws. All rights under those laws are reserved BY Sullivan
Design Company. Use of the plan in a manner inconsistent with this license constitutes infringement of the
copyright and a violation of U.S. copyright law.
DISCLAIMER OF WARRANTIES
SULLIVAN DESIGN COMPANY MAKES NO WARRANTIES REGARDING THE PLAN. TO THE
MAXIMUM EXTENT ALLOWED BY LAW, SULLIVAN DESIGN COMPANY DISCLAIMS ALL
WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. ANY
MODIFICATION OF THE PLAN VOIDS ANY AND ALL WARRANTIES EXPRESS OR IMPLIED.
LIMITATION OF LIABILITY
SULLIVAN DESIGN COMPANY WILL NOT BE LIABLE FOR ANY SPECIAL, CONSEQUENTIAL,
OR INCIDENTAL DAMAGES ARISING FROM USE OF THE PLAN. TO THE EXTENT
ALLOWABLE BY LAW, ANY LIABILITY OF SULLIVAN DESIGN COMPANY WILL BE LIMITED
TO THE PURCHASE PRICE OF THE PLAN.
The purchaser of this plan is responsible for compliance with all local building codes and for ensuring that the
plan is correctly adapted to accommodate local site conditions. The purchaser should consult with a local
architect or engineer regarding these matters.
Before construction begins, the purchaser should thoroughly review this plan with the contractor, verify all
dimensions, and report to Sullivan Design Company any errors, omissions or questions for clarification.
Before construction begins, the purchaser or contractor should verify all structural elements for the plan and site
with a local engineer.
The exact size, reinforcement and depth of all concrete footings must be determined by local soil conditions and
acceptable practices of construction. The bottom of all footings should extend below frostline. Before
construction begins, the purchaser or contractor should verify the design of the footings and foundation with a
local engineer.
The purchaser assumes all risks associated with adapting the plan to local sites affected by regional variations in
climate, local site conditions, design needs, and building codes. Sullivan Design Company has no
responsibility for adapting the plan to local site conditions, design changes, construction means or methods,
costs, workmanship, quality of materials or equipment utilized in the construction.
Plans: ©2018 by Sullivan Design Company. These plans are protected under federal copyright laws. The
original purchaser of these plans is authorized to build one, and only one home, as shown in the plans.
Reproduction by any means, modification, or use of these plans to construct more than one home unless
otherwise specifically authorized is prohibited.
SV "SMART VENT" @ 8" AFF IF IN A
NOTES: FLOOD ZONE
1) 9'-0" TOP OF GIRDER
2) DIMENSIONS ARE TO FRAMING
3) DOOR & WINDOW SIZE CLARIFICATION EXAMPLE:
2468 = 2'-4" x 6-8" (NOMINAL SIZE)
4) CONTRACTOR TO VERIFY ELEVATOR SHAFT OPENINGS
PRIOR TO CONSTRUCTION
NOTE: IT IS RECOMMENDED THESE STRUCTURAL PLANS BE
REVIEWED BY A STATE LICENSED STRUCTURAL ENGINEER PRIOR TO
CONSTRUCTION & PERMITTING
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drawn by JLM
date: 5/10/2021
checked by : SRS
file name : stb303H0LLISv2
sheet number
Al
copyright 2021
Sullivan Design Co.
all rights reserved

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NOTES:
1) 9' 1-1/2" PLATE HT
2) SEE ELEVATIONS FOR WINDOW HEIGHTS
3) DIMENSIONS ARE TO FRAMING
4) PROVIDE (2) STUDS BETWEEN INDIVIDUAL
WINDOW UNITS WHERE MULTIPLE UNITS ARE INDICATED
5) DOOR & WINDOW SIZE CLARIFICATION EXAMPLE:
2468 = 2'-4" x 6'-8" (NOMINAL SIZE)
6) CONTRACTOR TO VERIFY ELEVATOR SHAFT OPENINGS
PRIOR TO CONSTRUCTION
c
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NOTES:
1) 9' 1 -1/2" PLATE HT
2) SEE ELEVATIONS FOR WINDOW HEIGHTS
3) DIMENSIONS ARE TO FRAMING
4) PROVIDE (2) STUDS BETWEEN INDIVIDUAL
WINDOW UNITS WHERE MULTIPLE UNITS ARE INDICATED
5) DOOR & WINDOW SIZE CLARIFICATION EXAMPLE:
2468 = 2'-4" x 6'-8" (NOMINAL SIZE)
6) CONTRACTOR TO VERIFY ELEVATOR SHAFT OPENINGS
PRIOR TO CONSTRUCTION
NOTE: IT IS RECOMMENDED THESE STRUCTURAL PLANS BE
REVIEWED BY A STATE LICENSED STRUCTURAL ENGINEER PRIOR TO
CONSTRUCTION & PERMITTING
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file name : stb303H0LLISv2
sheet number
A2
copyright 2021
Sullivan Design Co.
all rights reserved

STANDING c
METAL ROC
HARDI-PLAT
W/ 6" EXPOS
6" CORNER I
6" HEAD W/
4" JAMBS &
2x12 PT BAN
"Z" FLASHIN
KNEE BRAG:
SEE 3/S I
W PT PILIN
=■Ili M11■Il� �limilm �11■m
ILM
1 REAR ELEVATION
A 3 1/4"=1'-0' 1
4-x0 Y T NUKELN till's
LEFT SIDE ELEVATION
A31/411=11-011
NOTE:
PROVIDE "Z" FLASHING ABOVE
ALL HORIZONTAL WALL APPLIED
RT TT .T)TNCT HT TRIM
r4� FRONT ELEVATION 4xbY1 m-,KrCEIN ouS r3� RIGHT SIDE ELEVATION
A3 l v4,,=1--o,-
1 /4"=1'-011
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file name : stb303HOLLISv2
sheet number
A3
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Sullivan Design Co.
all rights reserved

(TYP) SHEATHING
(TYP) BUILDING BARRIER
(TYP) SIDING
COPPER HEADER FLASHING
(32 OZ. ); EXTEND OVER
WIDTH OF TRIM CAP
(TYP)
211
NOM. 2x3" CHAMFERED
CAP MOLDING, EXTEND
OVER HEADER TRIM;
MIL TER CORNERS„
PERIMETER TAPE
WINDOW'S NAILING FIN
W/ ARCYLIC/BITUTHENE
MEMBRANE FLASHING
TAPE
2x6 HEAD TRIM;
(BACK PRIME/PAINTED)
BA CK WRA P R. 0. W/
BITUTHENE FLASHING
MEMBRANE (15 MIL)
EXT SEALANT
(TYP) ALUM. EXTRUDED —WOOD
WINDOW (DEL HUNG)
3-1/2" MOULDING (OWNER SE
FINISHED
(TYP) INTERIOR
MOLDING
DOUBLE 2x JACK FRAMING
W/ BEAR'G HEADER JACK—
N�QT1
k FF T1
DOW
1/4'
SHIM
(TYP) BUILDING BARRIER ---J
(TYP) SEAL BITUTHENE R.O.
FLASHING
(TYP) WINDOW FIN SEAL TAPE
N
IQMR
S. S. (24 GA ASTM 316) PAN
FLASHING; TURN —UP VERT. FLANGE
JAMBS (MIN. 4') & BACK LEG (HT
DOOR SILL); WELDED SEAMS ----\
P. T. KICK BOARD 2x6
CUT TO FIT @ DOOR
WA Y; 112 "x I "
CHAMFER
FIN. SUB—FLR
FIN, I DECKING
4
SI TE DIM. S. S. (24 GA ASTV 316)
COUNTER FLASHI G
3
SIT
(TYP) SEAL
ACRYLIC/BITUTH NE
(R.0) FLASHING
LEI
' U
H Q
S n
V) A
EA THING
NOM. DOOR
UNIT DIM. (+ 712 R.O.)
(ACTUAL OPENING WIDTH
TO BE VERIFIED BY DOOR MFG.)
(TYP) FXT'R
NE SEALANT
OVER NEOPFNENE BACKER
ROD (INT'R & EXT'R)
5/4x4 JAMB TRIM;
(BACK PRIME/PAINTED)
TYP SCHEMATIC EXT'R DOOR DTL
(TYP) SHEATHING
(TYP) BUILDING BARRIER
(TYP) SIDING
COPPER HEADER FLASHING
(32 OZ. ); EXTEND OVER
WIDTH OF TRIM CAP
(TYP)
211
NOM. 2x3" CHAMFERED
CAP MOLDING, EXTEND
OVER HEADER TRIM,
MIL TER CORNERS
PERIMETER TAPE �J
WINDOW'S NAILING FIN
W/ ACCYLIC/BITUTHENE
MEMBRANE FLASHING
TA PE
2x6 HEAD TRIM;
(BACK PRIME/PAINTED)
BACK WRAP R.O. W/
BITUTHENE FLASHING
MEMBRANE (15 MIL)
EXT SEALANT
(TYP) ALUM. EXTRUDED —WOOD
WINDOW (DEL HUNG)
3-112" MOULDING (OWNER SELECT) PAINTED
FINISHED
NOM. WINDOW C)
UNIT DIM. (+ 112" R.O.) _ cj�
(ACTUAL OPENING WIDTH
TO BE VERIFIED BY WINDOW MFG.)
NFQT1
(TYP) INTERIOR INDOW 1/4'
MOLDING SHIM
DOUBLE 2x JACKI FRAMI
W/ BFAR'G HEAD R JAC
(TYP) BUILDING BARRIER
(TYP) SEAL BITUTHENE R.O.
FLASHING
(TYP) WINDOW FIN SEAL TAPE
(TYP) INTE
MOULDING
INTERIOR WI
CONT. SEAL
2x2.5 SILL
BOTTOM EC
RABBETED
SIDING; EX
BEYOND VE
(BACK PRIA
(TYP) SEAL
FLASHING 7
(TYP) BA CH
DOUBLE 2x
(TYP) SIDM
IQMR
DTI
BO T/HEADER R. 0.
EL. SEE ELEV.
(VERIFY) A.F. F.
(TYP) EXT'R
NE SEALANT
OVER NEOPRENE BACKER
ROD (INT'R & EXT'R)
5/4x4 JAMB TRIM;
(BACK PRIME/PAINTED)
TYP SCHEMATIC EXT'R WINDOW DTL
3 11= 1 1-011 k A4 l 311= 1 1-011
1 ROOF PLAN
A4 I/411—I1-011
NOTE:
ROOF TRUSSES THROUGHOUT WITH SIZING & LAYOUT
BY TRUSS MANUFACTURER
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date: 5/10/2021
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file name : stb303H0LLISv2
sheet number
A4
copyright 2021
Sullivan Design Co.
all rights reserved

STANDING SEAM METAL
ICE & WATER SHIELD ON
5/8" ZIP SHEATHING SYST
HURRICANE CLIP @
EACH TRUSS
2x HEADER
Ix8 FASCIA W/
1 x3 TRIM
2x4 @ 16"o/c
PERFERATED HARDI-SOFFIT
6" FRIEZE
WINDOW UNIT
BITUTHANE "PEAL & STICK"
@ ALL EXTERIOR OPENINGS
4" CASING @ JAMBS & SILL
SIDING AS SPEC'D
30# FELT PAPER UNDERLAYMENT
1/2" ZIP SHEATHING SYSTEM
2x4 WALL STUDS @ 16"o/c
2x NAILER AS PER TRUSS
MANUFACTURER'S
RECOMMENDATION
FLOOR TRUSS
"Z" FLA!
2x 12 CO
GIRDER
8x8 PT P
HARDI-11
10 PT C
2x8 PT B
GRADE
12
6�
R3 8 INSULATION
5/8" GWB
HEADER, SEE
STRUCT'L
CASING AS SPEC'D
BASEBOARD AS
SPEC'D
FINISH FLOORING
3/4" ADVANTECH
SUBFLOOR
1/2" GWB
8"
TYPICAL WALL SECTION
P�1
GENERAL NOTE:
CONTRACTOR IS RESPONSIBLE FOR
INSTALLING ALL PRODUCTS IN THIS
HOUSE AS PER THE MANUFACTURER'S
RECOMMENDATIONS.
(TYP) "BITUTHANE AIR BARRIER" CONT
TAPE VERT BLD'G CORNER SHEATHING
W/ FLASHING MEMBRANE (RUBBERIZED
ASPHALTIC SEAL FLASHING, A
SELF —ADHERING PLIABLE STRIPPING, MIN.
20 MIL)
(TYP) CONT/FULL WALL WRAP W/ 30#
BLDG FELT MOSI TURF BARRIER 1
ELEV's
(TYP) 3/4" VERT QUARTER ROUND
(PRIME/PAINT)
(TYP) 2x2 VERT SQUARE
TERMINATION TRIM (PRIME/PAINT)
a
W
(TYP) %a" EXPAN. JOINT W/ VERT.
EXT R GRADE POLYURETHANE Con
BUILDING INSIDE CO ER
SEALANT
SECTION
(N. T S.) ENLARGED
(TYP) EXTERIOR FINISHED SIDING (SEE
ELEVA TIONS)
L (TYP) CONT/FULL
CORNER WRAP
STRIPPING W/ 15#
1� BLDG FELT
I MOSI TURF BARRIER
EXTERIOR ELEVATIONS
BUILDING OUTSIDE CORNER
SECTIONS
(N. T S.) ENLARGED
(TYP) MIN. THK'N
TYPICAL EXTERIOR CORNERS
NTS
1
4" JAMBS
4" SILL
4 CASING DETAIL
AJ 1/2"=1'-0"
10" SQ
COLUMN BEYOND
STAINLESS STEEL
CABLE RAILING SYSTEM
1x6
BASE
Ix6 BAND
PERIMETER FLASHING
AS REQ'D
BLOCK AS REQ'D
FOR DRAINAGE
DBL Ix PT BAND
Ix CASING
BEAM,
SEE STRUCT'L
1 x4 CAP
12" SQ PVC WRAPPED COLUMN
W/ PT POST W/IN
WATERPROOF DECK
SYSTEM, INSTALL AS PER
MANUFACTURER'S
•
RECOMMENDATIONS
•
3/4" T&G PT PLYWOOD
M
PT JOIST @ 16"o/c
TOP TAPERED FOR DRAINAC
IPE DECKI BOARDS
2x PT SLEEPER @ 16"o/c,
F
•
— 3" PT CROWN
1x6 T&G CYPRESS
2nd FLOOR
REAR PORCH SECTION
1 CROSS SECTION
STEP 1
TYPICAL BUILDING
EXTERIOR SHEATHING
(PYWOOD)
STEP 2
INSTALL RUBBERIZED
ASPHALTIC FLASHING
MEMENBRANE "PEEL &
STICK" THRU WALL
(WINDOWS & DOORS)
ROUGH OPENINGS OVER
BUILDING SHEATHING;
(MIN.15mils)
STEP 3
COMPLETELY SEAL
CORNER BY APPLYING A
2" (15mils) STRIPS OF
FLASHING MEMBRANE
DIAGONALLY AS SHOWN
STEP 4
BUILDING MOISTURE
BARRIER TOP SHEET;
OVERLAPPING TAPPED
WINDOW FINS
SLIDE HEAD FLASHING
UNDER BUILDING
MOISTURE BARRIER SHEET
BITUTHANE "ADHERING"
FOIL(OR) MYLAR FACED
SEAL TAPE COMPLETELY
AROUND WINDOW NAILING
FINS UNDER BUILDING
MOISTURE BARRIER
BUILDING MOISTURE
BARRIER SHALL NOT BE
SEALED TO UNIT FRAME;
PRESSURE FIT EXT'R
WINDOW TRIM FINISHES
OVER BUILDING MOISTURE
BARRIER AND SEAL TRIM
TO UNIT FRAME
EXTERIOR WRAP AROUND PERIMETER BUILDING SHEA THING OF
WINDOWS & DOORS (EXTENDING THRU ROUGH OPENING ALL
FOUR EDGES) W/ MYLAR FACE FINISHED RUBBERIZED ASPHALTIC
FLASHING; A SELF —ADHERING PLIABLE STRIP MEMBRANE (MIN.
l 5m it s); MIN. 6 " VERT & HORZ SURFACE MITER CORNERS
COVERAGE) (SIMILAR PRODUCT FLASHING MFG.- W.R.GRACF "ICE
AND WA TER SHIELD)
TYP WINDOW FLASHING DTL
NTS
,OOR
,OOR
f►•L!Y
4x4 PT BRACE W/
CHAMFERED EDGE
350
rT-� BRACKET DTL
AS 1-1/2"=1'-0"
2x4 PT
2x6 CAP W/ RADIUSED EDGES
4x4 PT- ,r-2x2 PT
�o 00
M M
2x2 PT PICKETS @
5" o/c
0
M
6x6 PT NEWELL POST
W/ COPPER CAP
HANDRAIL DETAIL
1 /2"=1'-0"
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date: 5/10/2021
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file name : stb303HOLLISv2
sheet number
A5
copyright 2021
Sullivan Design Co.
all rights reserved

GIRDER
PILING
2x10 CROSS -BRACE
BLOCK & BOLT W/
5/8" HDG THRU-BOLT
5/8" HDG THRU-BOLT
TYP WHERE SHOWN
2 CROSS BRACE
S 1 1/4"=1'-0"
® GIRDER
(2) 5/8"
HDG THRU-
BOLTS
a HD
PILING­---G THRU-BOLTS
1" HDG rim 6x6 PT
THRU-BOLT,
NOTCH PILE
3/4" MIN
3 KNEE BRACE
S 1 1/2"=F-0"
00
0
0
N
34'-011
13'-3" _ 9'-7"
�- _ _ _ - _ -� _ _ _ _ - ------
0
rN
V
a H
O
N DC
�/
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1 3'-2" 121-0" 81-10" 21-0" ~
[P7 -- — - — - — - — -
0 O
I I�
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QjI
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I IFLOOR TRUSS _ I FLOOR TRUSS _ j FLOOR TRUSS
- I
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I 1
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X'4�'o 00
I
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I 1
I
1 1 6'-8" 4'-2" I N
I I
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FLOOR TRUSS _
1 1 I zlb— Q_ — — — — — — — — — — —
l
a '
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-- ------
I I
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�10 12'-4" 0 4,_4" 61_611 _
� 6x PT POSTS
a
00 a
N 000
N N
12'-10" 11'-11" 5'-5" 5'-10"
SCHEMATIC FOUNDATION PLAN
1 /4"=1'-0"
CROSS BRACE, SEE 2/S1
0 KNEE BRACE, SEE 3/S 1
50
W)
NOTE: IT IS RECOMMENDED THESE STRUCTURAL PLANS BE
REVIEWED BY A STATE LICENSED STRUCTURAL ENGINEER PRIOR T(
CONSTRUCTION & PERMITTING
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sheet number
st
copyright 2021
Sullivan Design Co.
all rights reserved

PF ------------------ El --------------- 0 -1�1
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1/
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SECOND FLOOR ELECTRICAL PLAN
1 /4"— 1'-0"
ELECTRICAL SYMBOL LEGEND
Q
DUPLEX RECEPTACLE
WALL MOUNTED
LIGHT FIXTURE
GROUND FAULT INTERUPTING
❑0
RECESSED LIGHT FIXTURE
gf
RECEPTACLE
�220 v
220 V RECEPTACLE
SHOWER LIGHT FIXTURE
DUPLEX RECEPTACLE W/
S
EXHAUST FAN
MOUNTING HEIGHT INDICATED
SINGLE POLE SWITCH
LIGHT/EXHAUST FAN COMBO
THREE-WAY SWITCH
CEILING FAN
,
*PHONE JACK
4
FOUR-WAY SWITCH
D
*TV CABLE JACK
RHEOSTAT SWITCH
D
SURFACE MOUNTED FLUORESCENT
sd
SMOKE DETECTOR
CEILING MOUNTED
°@ FO
*FLOOR OUTLET
LIGHT FIXTURE
* LOCATED ON SITE BY OWNER
� a)
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file name : stb303H0LLISv2
sheet number
El
copyright 2021
Sullivan Design Co.
all rights reserved

REINFORCING STEEL
GENERAL NOTES
STRUCTURAL STEEL
WOOD TRUSSES
1.
REINFORCING BARS SHALL BE NEW BILLET STEEL CONFORMING TO ASTM A615, GRADE 60.
1.
THESE DRAWINGS ARE THE PROPERTY OF SULLIVAN DESIGN COMPANY (SDC) FOR USE SOLELY FOR THIS PROJECT AND SHALL NOT BE
1.
STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION "CODE
1. THE WOOD TRUSS MANUFACTURER / FABRICATOR IS RESPONSIBLE FOR THE DESIGN OF THE WOOD TRUSSES. SUBMIT SEALED SHOP DRAWINGS
REPRODUCED, COPIED OR USED FOR OTHER PURPOSES WITHOUT WRITTEN PERMISSION OF THE SULLIVAN DESIGN COMPANY.
2.
DETAILING, FABRICATION, AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 315 LATEST EDITION " MANUAL OF
OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" AND VOLUMES I AND II OF THE MANUAL OF STEEL CONSTRUCTION "LOAD
AND SUPPORTING CALCULATION TO THE CONTRACTOR FOR REVIEW PRIOR TO FABRICATION. THE CONTRACTOR SHALL HAVE A MINIMUM OF
STANDARD PRACTICE FOR DETAILING CONCRETE STRUCTURES.
RESISTANCE FACTOR DESIGN" LATEST EDITION.
FIVE (5) DAYS FOR REVIEW. THE REVIEW BY THE CONTRACTOR SHALL BE FOR OVERALL COMPLIANCE WITH THE DESIGN DOCUMENTS. THE
2.
THIS STRUCTURE IS ONLY STABLE IN ITS COMPLETED FORM. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED TEMPORARY BRACING DURING
3.
HORIZONTAL FOOTING AND WALL REINFORCEMENT SHALL BE CONTINUOUS AND SHALL HAVE 90° BENDS OR CORNER BARS SHALL BE
CONTRACTOR SHALL ASSUME NO RESPONSIBILITY FOR THE CORRECTNESS FOR THE STRUCTURAL DESIGN FOR THE WOOD TRUSSES.
CONSTRUCTION TO STABILIZE THE STRUCTURE.
INSTALLED. THE CORNER BAR SHALL HAVE THE SAME SIZE AND SPACING AS THE HORIZONTAL REINFORCEMENT WITH A CLASS B TENSION
2.
STRUCTURAL STEEL SHALL RECEIVE ONE COAT OF SHOP APPLIED RUST -INHIBITIVE PAINT. STEEL WHICH TO IS EMBEDDED IN CONCRETE, TOP
SPLICE.
FLANGES OF BEAMS WHICH HAVE SHEAR STUDS OR STEEL THAT WILL RECEIVE SPRAY -ON FIREPROOFING SHALL NOT BE PAINTED.
3.
SDC IS NOT RESPONSIBLE FOR CONSTRUCTION SEQUENCES, METHODS, OR TECHNIQUES IN CONNECTION WITH THE CONSTRUCTION OF THIS
2. THE WOOD TRUSSES SHALL BE DESIGNED FOR ALL REQUIRED LOADINGS AS SPECIFIED IN THE NORTH CAROLINA RESIDENTIAL CODE, THE
STRUCTURE. THE SDC WILL NOT BE HELD RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CONFORM TO THE CONSTRUCTION DOCUMENTS,
ASCE STANDARD "MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES" (ASCE 7-98), AND THE LOADING REQUIREMENT SHOWN
SHOULD ANY NON -CONFORMITIES OCCUR.
4.
LAP REINFORCEMENT AS REQUIRED A MINIMUM OF 40 BAR DIAMETERS FOR TENSION OR COMPRESSION UNLESS NOTED OTHERWISE. SPLICES
IN MASONRY SHALL BE A MINIMUM OF 48 BAR DIAMETERS.
3.
ALL STEEL SHALL HAVE THE FOLLOWING MINIMUM YIELD STRESS (Fy) LISTED BELOW:
ON THESE SPECIFICATIONS. THE TRUSS DRAWINGS SHALL BE COORDINATED WITH ALL OTHER CONSTRUCTION DOCUMENT AND PROVISIONS
PROVIDED FOR LOADS SHOWN ON THESE DRAWINGS INCLUDING BUT NOT LIMITED TO HVAC EQUIPMENT, PIPING, AND ARCHITECTURAL
4.
ANY STRUCTURAL ELEMENTS OR DETAILS NOT FULLY DEVELOPED ON THE CONSTRUCTION DRAWINGS SHALL BE COMPLETED UNDER THE
ELEMENT Fy (ksi)
FIXTURES ATTACHED TO THE TRUSSES.
DIRECTION OF A LICENSED PROFESSIONAL ENGINEER.
5.
WHERE REINFORCING DOWELS ARE REQUIRED THEY SHALL BE EQUILIVAENT SIZE AND SPACING AS THE VERTICAL REINFORCEMENT. THE
DOWEL SHALL EXTEND 48 BAR DIAMETERS VERTICALLY AND 20 BAR DIAMETERS INTO FOOTING.
3.1 STEEL WIDE FLANGE BEAMS AND COLUMNS 50
5.
VERIFICATION OF ASSUMED FIELD CONDITIONS IS NOT THE RESPONSIBILITY OF SDC. THE CONTRACTOR SHALL VERIFY THE FIELD CONDITIONS
3.2 STEEL PIPE COLUMNS 36
3. THE TRUSSES SHALL BE DESIGNED, FABRICATED, AND ERECTED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATION FOR WOOD
FOR ACCURACY AND REPORT ANY DISCREPANCIES TO SDC BEFORE CONSTRUCTION BEGINS.
6.
WHERE REINFORCING STEEL IS REQUIRED VERTICALLY DOWELS SHALL BE PROVIDED UNLESS NOTED OTHERWISE.
3.3 TUBE STEEL 46
CONSTRUCTION" (NDS) LATEST EDITION AND THE LATEST EDITION OF THE "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD
3.4 STEEL ANGLES AND MISC. SHAPES 36
TRUSSES".
6.
THIS STRUCTURE AND ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE SECTIONS OF THE INTERNATIONAL RESIDENTIAL CODE AND
CONCRETE MASONRY
ANY LOCAL LAWS WHERE THE STRUCTURE IS TO BE CONSTRUCTED.
4.
WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE AWS D1.1 LATEST EDITION. ELECTRODES FOR SHOP
AND FIELD WELDING SHALL BE CLASS E70XX. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS PER THE ABOVE STANDARDS.
4. THE TRUSS MANUFACTURER SHALL PROVIDE ADEQUATE BRACING INFORMATION IN ACCORDANCE WITH "COMMENTARY AND
1.
CONCRETE MASONRY UNITS (CMU) SHALL BE ERECTED AS LOAD BEARING CONCRETE MASONRY. COMPLY WITH ACI 530.1 "SPECIFICATION
RECOMMENDATIONS FOR HANDLING, INSTALLING, AND BRACING METAL PLATE CONNECTED WOOD TRUSSES (HIB-91 ). THIS BRACING, BOTH
FOR MASONRY STRUCTURES" FOR MATERIALS, METHODS, AND WORKMANSHIP.
TEMPORARY AND PERMANENT, SHALL BE SHOWN ON THE SHOP DRAWINGS. ALSO, THE SHOP DRAWINGS SHALL SHOW THE REQUIRED
ATTACHMENTS FOR THE TRUSSES.
DESIGN LOADS
2.
CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 WITH A NET COMPRESSIVE STRENGTH OF 1900 PSI.
5.
ANCHOR BOLTS SHALL BE A36 STEEL UNLESS OTHERWISE NOTED.
3.
CMU MINIMUM COMPRESSIVE STRENGTH (Fm) SHALL BE 1500 PSI.
6.
STEEL TO STEEL CONNECTIONS SHALL BE DESIGNED BY THE STEEL FABRICATOR FOR THE REACTIONS AS SHOWN ON THE DRAWINGS (
5. SUPPORT SHALL BE PROVIDED FOR ALL NON -LOAD BEARING PARTITIONS PARALLEL TO THE TRUSSES. THIS SUPPORT SHALL EITHER BE
1. BUILDING
CODES
UNFACTORED REACTIONS) USING THE STANDARD SECTIONS AND DETAILS AS SHOWN ON THESE DRAWINGS. HOWEVER ALL CONNECTIONS
ACHIEVED BY INSTALLING AN EXTRA TRUSS UNDER THE PARTITION OR BY PROVIDING 2X BLOCKING ATTACHED TO EACH ADJACENT TRUSS
1.1
2018 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO-FAMILY DWELLINGS
"M"OR "S"
SHALL USE A MINIMUM OF 3/4"0 A-325 BOLTS AND WITH THE MINIMUM NUMBER OF BOLTS AS LISTED BELOW:
WITH A JOIST HANGER. EITHER METHOD MAY BE USED, HOWEVER THIS DESIGN IS THE RESPONSIBLE OF THE TRUSS MANUFACTURER AND
1.2
MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES, ASCE 7-10
4.
MORTAR SHALL BE TYPE CONFORMING TO ASTM C270.
SHALL BE PROVIDED EVEN IF THE PARTITIONS ARE NOT SPECIFICALLY NOTED ON THE PROPOSED TRUSS LAYOUT.
2.ROOF LOADS
5.
ALL CELLS CONTAINING REINFORCEMENT, CELLS BELOW GRADE, AND ANY LOCATIONS NOTED ON THE PLANS SHALL BE GROUTED SOLID.
6.1 W8, W10, W12 BEAMS 2 ROWS OF BOLTS
2.1
DEAD LOAD AS PER R301.4
GROUT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH (Hn) OF 2000 PSI.
6.2 W 14, W 16 BEAMS
6. ANY CHORDS OR TRUSS WEBS SHOWN ON THESE DRAWINGS HAVE BEEN SHOWN AS A REFERENCE ONLY. THE FINAL DESIGN OF THE TRUSSES
2.2
LIVE LOAD AS PER TABLE R301.6
3 ROWS OF BOLTS
6.3 W18 BEAMS
SHALL BE PER THE MANUFACTURER.
3.FLOOR LOADING:
6.
PROVIDE PREFABRICATED " LADDER -WIRE "JOINT REINFORCEMENT AT 16" O.C. VERTICALLY. REINFORCEMENT SHALL HAVE AT LEAST ONE
4 ROWS OF BOLTS
3.1 ATTIC DEAD LOAD AS PER R301.4
CROSS WIRE OF AT LEAST NO. 9 GAGE STEEL FOR EACH TWO SQUARE FEET OF WALL AREA. LONGITUDINAL WIRES SHALL BE THOROUGHLY
6.4 W21 BEAMS 5 ROWS OF BOLTS
3.2 TYPICAL FLOOR DEAD LOAD AS PER R301.4
EMBEDDED IN THE BED JOINT MORTAR. JOINT REINFORCEMENT SHALL BE INSTALLED IN THE FIRST TWO BED JOINTS ABOVE LINTELS AT
3.3 LIVE LOADS
OPENINGS. JOINT REINFORCEMENT SHALL NOT EXTEND THROUGH CONTROL JOINTS.
7.
BOLTS SHALL BE TIGHTENED TO A SNUG TYPE CONDITION UNO. THIS CONDITION IS ACHIEVED WHEN ALL PLIES OF A CONNECTION ARE IN
3.3.1 ROOMS OTHER THAN SLEEPING ROOMS 40 PSF
FIRM CONTACT. BOLTS IN TENSION, COMBINED SHEAR AND TENSION OR REQUIRED BY LRFD SPECIFICATION SECTION Jl.1I MUST BE FULLY
3.3.2 SLEEPING ROOMS 30 PSF
TENSIONED IN BEARING TYPE CONNECTION.
3.3.3 STAIRS AND DECKS 40 PSF
7.
BEAMS OR GIRDERS (OR POINT LOADS TRANSMITTED TO THE CMU WALL BY A COLUMN) WHICH HAVE A REACTION EXCEEDING 10 KIPS (AS
3.3.4 BALCONIES 40 PSF
NOTED ON THE DRAWINGS) SUPPORTED ON CMU WALLS SHALL HAVE A MINIMUM BEARING LENGTH OF 8 INCHES OR THE FULL WIDTH OF THE
8.
ALL FILLET WELDS SHALL BE A MINIMUM OF -4 INCH UNLESS NOTED OTHERWISE
CMU WALL WHICHEVER IS LESS. THE BLOCK UNDER THE BEAM SHALL BE GROUTED SOLID FOR A DISTANCE OF THE BEARING AREA PLUS FOUR
TIMES THE WALL THICKNESS. WHERE VERTICAL REINFORCING STEEL IS REQUIRED IN THE CMU WALL THE BEARING AREA SHALL HAVE A
MINIMUM OF TWO REINFORCING BARS CONTINUOUS TO THE FOOTING. THESE ADDITIONAL BARS SHALL MATCH THE VERTICAL BAR SIZE.
EXTERIOR WOOD FRAMED DECKS
8.
LOOSE STEEL ANGLES SERVING AS LINTELS FOR BRICK VENEER SHALL HAVE A MINIMUM OF 6" OF BEARING UNLESS NOTED OTHERWISE.
1.
A DECK IS AN EXPOSED EXTERIOR WOOD FLOOR STRUCTURE WHICH MAY BE ATTACHED TO THE STRUCTURE OR FREESTANDING. ROOFED
PORCHES MAY BE CONSTRUCTED USING THESE PROVISIONS.
9.
PROVIDE A SOLID GROUT COURSE AT THE TOP OF THE MASONRY ELEVATIONS.
2.
SUPPORT POSTS FOR DECKS SHALL BE SUPPORTED ON A CAST -IN -PLACE CONCRETE FOOTING. SEE CONCRETE SECTION OF THESE
SPECIFICATIONS FOR CONCRETE REQUIREMENTS. THE SIZE OF THE FOOTING SHALL BE NOTED ON THE PLANS.
3.
LUMBER IN CONTACT WITH THE GROUND, CONCRETE OR MASONRY SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARD
STRUCTURAL WOOD PANELS
C-15. ALL REMAINING DECK LUMBER SHALL B PRESSURE TREATED IN ACCIDENCE WITH AWPA STANDARD C-2 OR A STANDARD GIVING EQUAL
PROTECTION.
FOUNDATIONS
1.
FABRICATION, AND PLACEMENT OF STRUCTURAL SHEATHING SHALL BE IN ACCORDANCE WITH THE APA DESIGN / CONSTRUCTION GUIDE "
RESIDENTIAL AND COMMERCIAL". AND ALL OTHER APPLICABLE APA STANDARDS.
4.
WHEN ATTACHED TO A STRUCTURE, THE STRUCTURE TO WHICH ATTACHED SHALL HAVE A PRESSURE TREATED WOOD BAND FROM THE
1.
THE FOUNDATION IS BASED UPON AN ASSUMED SOIL BEARING CAPACITY OF 2000 PSF NET BEARING. VERIFICATION OF THIS ASSUMED VALUE IS
LENGTH OF THE DECK, OR METAL FLASHING SHALL BE USED TO PREVENT MOISTURE FROM COMING IN CONTACT WITH THE UNTREATED
THE RESPONSIBILITY OF THE OWNER OR CONTRACTOR SHOULD ANY ADVERSE SOIL CONDITION BE ENCOUNTERED A LICENSED
2.
ALL STRUCTURALLY REQUIRED SHEATHING SHALL BEAR THE MARK OF THE APA.
FRAMING OF THE STRUCTURE. THE DECK BAND AN THE STRUCTURE BAN SHALL BE CONSTRUCTED IN CONTACT WITH EACH OTHER EXCEPT ON
PROFESSIONAL ENGINEER MUST BE CONTACTED BEFORE PROCEEDING.
BRICK VENEER STRUCTURES AND WHERE PLYWOOD SHEATHING IS REQUIRED AND PROPERLY LASHED. SIDING SHALL NOT BE INSTALLED
3.
WALL SHEATHING SHALL BE APA RATED STRUCTURAL I SHEATHING. WALL SHEATHING SHALL BE ATTACHED TO ITS SUPPORTING WALL
BETWEEN THE STRUCTURE AN THE DECK BAND. IF ATTACHED TO A BRICK VENEER STRUCTURE, NEITHER FLASHING NOR A TREATED BAND
2.
THE BOTTOM OF ALL FOOTINGS SHALL EXTEND BELOW THE FROST LINE FOR THE REGION IN WHICH THE STRUCTURE IS TO BE CONSTRUCTED.
FRAMING WITH 1-8d CC NAIL AT 6" O.C. AT PANELS EDGES AND @ 12" O.C. IN PANEL FIELD UNLESS OTHERWISE NOTED ON THE PLANS.
FOR THE BRICK STRUCTURE IS REQUIRED. IN ADDITION, THE TREATED DECK BAND SHALL BE CONSTRUCTED IN CONTACT WITH THE BRICK
HOWEVER, THE TOP SHALL A MINIMUM OF 12" BELOW GRADE.
SHEATHING SHALL HAVE A SPAN RATING CONSTANT WITH THE FRAMING SPACING. APPLY BUILDING PAPER OVER THE SHEATHING AS
VENEER.
REQUIRED.
3.
ANY FILL SHALL BE PLACED UNDER THE DIRECTION OR RECOMMENDATION OF A LICENSED PROFESSIONAL ENGINEER. THE RESULTING SOIL
5.
THE FOLLOWING SCHEDULE SHALL BE USED WHEN THE DECK IS SUPPORTED AT THE STRUCTURE BY ATTACHMENT:
SHALL BE COMPACTED TO A MINIMUM OF 95 PERCENT MAXIMUM DRY DENSITY.
4.
ROOF SHEATHING SHALL BE APA RATED SHEATHING EXPOSURE 1 OR 2. ROOF SHEATHING SHALL BE CONTINUOUS OVER TWO SUPPORTS AND
ALL STRUCTURES EXCEPT BRICK VENEER STRUCTURES
4.
EXCAVATION FOR FOOTINGS SHALL BE LINED TEMPORARY WITH A 6 mil POLYETHYLENE IF PLACEMENT OF CONCRETE DOES NOT OCCUR
ATTACHED TO ITS SUPPORTING ROOF FRAMING WITH 1-8d CC NAIL AT 6" O.C. AT PANELS EDGES AND @ 12" O.C. IN PANEL FIELD UNLESS
WITHIN 24 HOURS OF EXCAVATION.
OTHERWISE NOTED ON THE PLANS. SHEATHING SHALL BE APPLIED PERPENDICULAR TO FRAMING. SHEATHING SHALL HAVE A SPAN RATING
MAX. JOIST SPAN FASTENERS
CONSTANT WITH THE FRAMING SPACING. USE SUITABLE EDGE SUPPORT BY USE OF PLYWOOD CLIPS OR LUMBER BLOCKING UNLESS
5.
NO CONCRETE SHALL BE POURED AGAINST ANY SUBGRADE CONTAINING WATER, ICE, FROST, OR LOOSE MATERIAL.
OTHERWISE NOTED. PANEL END JOINTS SHALL OCCUR OVER FRAMING. APPLY BUILDING PAPER OVER THE SHEATHING AS REQUIRED.
5.1 8'-0" S/8"0 HDG BOLTS @ 42" O.C. AND 2-12d HDG NAILS @ 8" O.C.
5.2 16'-0" 5/8"0 HDG BOLTS @ 20" O.C. AND 3-12d HDG NAILS @ 6" O.C.
BRICK VENEER STRUCTURES
TIMBER PILES
5.
FLOOR SHEATHING SHALL BE APA RATED SHEATHING EXPOSURE 1 OR 2. ATTACH SHEATHING TO ITS SUPPORTING FRAMING WITH 1-8d CC NAIL
MAX. JOIST SPAN FASTENERS
AT 6" O.C. AT PANELS EDGES AND @ 12" O.C. IN PANEL FIELD UNLESS OTHERWISE NOTED ON THE PLANS. SHEATHING SHALL BE APPLIED
1.
TIMBER PILES SHALL BE SYP MATERAL WITH THE FOLLOWING MINIMUM DESIGN STRESS:
PERPENDICULAR TO FRAMING. SHEATHING SHALL HAVE A SPAN RATING CONSTANT WITH THE FRAMING SPACING. USE SUITABLE EDGE
5.3 8'-0" 5/8"0 HDG BOLTS @ 24" O.C.
SUPPORT BY USE OF T&G PLYWOOD OR LUMBER BLOCKING UNLESS OTHERWISE NOTED. PANEL END JOINTS SHALL OCCUR OVER FRAMING.
5.4 16'-0" 5/8"0 HDG BOLTS @ 16" O.C.
1.1 COMPRESSION PARALLEL TO GRAIN 1200 PSI
APPLY BUILDING PAPER OVER THE SHEATHING AS REQUIRED.
5.5 NOTES: MIN. EDGE DISTANCE FOR BOLTS IS 2-1/2"
1.2 BENDING 2400 PSI
MIN. NAIL PENETRATION IS 1-1/2"
1.3 HORIZONTAL SHEAR 110 PSI
1.4 COMPRESSION PERPENDICULAR TO GRAIN 250 PSI
6.
SHEATHING SHALL HAVE A 1/8" GAP AT PANEL ENDS AND EDGES AS RECOMMENDED IN ACCORDANCE WITH THE APA.
6.
THE FOLLOWING SCHEDULE SHALL BE USED FOR FLOOR DECKING. DECKING SHALL BE SYP N0.2:
1.5 MODULUS OF ELASTICITY 1,500,000 PSI
JOIST SPACING DECKING
2. TIMBER PILES SHALL CONFORM TO ASTM D25
6.1 12" O.C. V S4S ( NOMINAL )
TIMBER
6.2 16" O.C. 1-1/4" S4S ( NOMINAL) OR V T&G ( NOMINAL )
3.
PRESERVATIVE TREATMENT OF TIMBER PILES SHALL CONFORM TO THE REQUIREMENTS OF THE NORTH CAROLINA RESIDENTIAL CODE
CHAPTER 4.
6.3 24" O.C. 2" S4S (NOMINAL)
1.
SOLID SAWN WOOD FRAMING SHALL CONFORM TO THE SPECIFICATIONS AS LISTED IN THE NATIONAL FOREST PRODUCTS ASSOCIATION "
4.
SHOULD ANY SUDDEN DECREASE IN DRIVING RESISTANCE BE ENCOUNTER CONTACT A SOILS ENGINEER BEFORE PROCEEDING.
NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" LATEST EDITION (NDS ). THE FRAMING SHALL BE OF THE SPECIES AND GRADE
7
SUPPORT POSTS SHALL BE SYP No.2. ALL POST HEIGHTS SHALL BE MEASURE FROM THE TOP OF THE FOOTING TO THE BOTTOM OF THE GIRDER.
AS LISTED BELOW:
5.
PILES ARE DESIGNED AS FRICTION PILES WITH AN ALLOWABLE LOAD OF 1/2 TON PER FOOT OF EMBEDMENT IN SUPPORTING STRATUM.
1.1 JOISTS, RAFTERS, AND WOOD GIRDERS AND BEAMS SPRUCE PINE FIR No. 2
POST SIZE MAX. TRIBUTARY AREA MAX. HEIGHT
6.
ALL PILINGS SHALL HAVE MINIMUM TIP PENETRATION OF NOT LESS THAN 8'-0" BELOW THE NATURAL OR FINISHED GRADE WHICHEVER IS
1.2 STUDS SPRUCE PINE FIR No. 3
7.1 4X4 25 SF 8'-0"
LOWER. PILINGS WITHIN OCEAN HAZARD AREAS SHALL HAVE A TIP PENETRATION OF AT LEAST T-0" BELOW MSL OR 16' BELOW AVERAGE
OR STUD GRADE
ORIGINAL GRADE WHICHEVER IS LEAST.
2.
LVL OR PSL SHALL THE FOLLOWING MINIMUM DESIGN STRESSES:
7.2 4X6 25 SF 8'-0"
7.3 6X6 25 SF 14'-0"
2.1 E = 1.9 X 10E6
2.2 Fb = 2600 PSI
7.3 8X8 25 SF 20'-0"
CONCRETE
2.3 Fv = 285 PSI
8.
DECKS SHALL BE BRACED TO PROVIDE LATERAL STABILITY BY ONE OF THE FOLLOWING METHODS:
1.
CONCRETE SHALL HAVE NORMAL WEIGHT AGGREGATE AND A MINIMUM COMPRESSIVE STRENGTH (Fc) AT 28 DAYS AS LISTED BELOW.
2.4 Fc = 700 PSI
8.1 WHEN THE DECK FLOOR HEIGHT IS LESS THAN 4'-0" AND THE DECK IS ATTACHED TO THE STRUCTURE IN ACCORDANCE WITH 15.4 LATERAL
BRACING IS NOT REQUIRED. WHEN THE BAND AND THE FLOOR JOISTS OF THE STRUCTURE ARE PARALLEL, ,FULL DEPTH BLOCKING SHALL BE
1.1 FOOTINGS 3000 PSI
3.
LUMBER IN CONTACT WITH CONCRETE, MASONRY, OR EARTH SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARD C-15.
INSTALLED @ 24" O.C. FOR A MIN. OF ONE JOIST SPACE ON THE STRUCTURE.
1.2 SLABS -ON -GRADE 4000 PSI
ALL OTHER EXPOSED TIMBER SHALL BE TREATED IN ACCORDANCE WITH AWPA STANDARD C-2.
1.3 ELEVATED SLABS 3500 PSI
8.2 2X6 DIAGONAL VERTICAL CROSS BRACING MAY BE PROVIDED IN TWO PERPENDICULAR DIRECTIONS FO FREESTANDING DECKS OR PARALLE
4.
NAILS SHALL BE COMMON WIRE NAILS UNLESS OTHERWISE NOTED.
TO THE STRUCTURE AT THE EXTERIOR COLUMN LINE FOR ATTACHED DECKS. THE 2X6s SHALL BE ATTACHED TO THE POSTS WITH ONE 5/8" 0
2.
CONCRETE SHALL BE PROPORTIONED, MIXED, AND PLACED IN ACCORDANCE WITH ACI 318 LATEST EDITION "BUILDING CODE REQUIREMENTS
HDG BOLT AT EACH BRACING MEMBER. BRACING SHALL RUN FROM THE GRADE LINE TO THE BOTTOM OF THE GIRDER.
FOR REINFORCED CONCRETE" AND ACI 301 LATEST EDITION "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING"
5.
LAG SCREWS SHALL CONFORM TO ANSI / ASME STANDARD B18.2.1-1981. LEAD HOLES FOR LAG SCREWS SHALL BE IN ACCORDANCE WITH NDS
SPECIFICATIONS.
3.
LIGHTWEIGHT CONCRETE SHALL HAVE A WEIGHT OF 115 PCF. ( CONCRETE NOT SPECIFICALLY NOTED AS LIGHTWEIGHT SHALL BE NORMAL
8.3 4X4 WOOD KNEE BRACE MAY BE PROVIDED ON EACH COLUMN IN BOTH DIRECTIONS. THE BRACE SHALL ATTACH TO EACH POST AT A POINT
WEIGHT- 145 PCF)
6.
ALL BEAM BEARING ON TIMBER FRAMING SHALL HAVE FULL BEARING FOR THE WIDTH OF THE BEAM AND SUPPORTED BY A MINIMUM OF
NOT LESS THAN 1/3 OF THE POST LENGTH FROM THE TOP OF THE POST. THE BRACES SHALL BE ANGLES BETWEEN 45° AND 60° FROM THE
THREE STUDS. WHERE BEAMS BEAR ONTO A WALL PARALLEL TO THE BEAM THE BEAM SHALL HAVE A MINIMUM BEARING LENGTH OF 4-1/2" .
HORIZONTAL. ATTACH EACH BRACE TO THE POST AND THE GIRDER WITH 1-5/8" 0 HDG BOLT AT EACH END. THIS TYPE OF BRACING REQUIRES
4.
GROUT FOR BASE PLATES SHALL BE NON -SHRINKAGE GROUT AND HAVE A MINIMUM COMPRESSIVE STRENGTH (Fc) AT 28 DAYS OF 5000 PSI.
A MIN. POST SIZE OF 6X6.
7.
STUDS WALLS SHALL CONSIST OF 2X4 STUDS @ 16" O.C. UNLESS OTHERWISE NOTED. STUDS SHALL BE CONTINUOUS FROM THE SOLE PLATE TO
THE DBL. TOP PLATE AT THE CEILING OR ROOF. STUDS SHALL ONLY BE DISCONTINUOUS AT BEAMS / HEADERS FOR WINDOW OR DOOR
8.4 POSTS MAY BE EMBEDDED IN 3000 PSI CONCRETE FOR LATERAL STABILITY AS PER THE FOLLOWING SCHEDULE:
CONCRETE SLABS ON GRADE
OPENINGS. HEADER SHALL HAVE A MINIMUM OF ONE KING STUD AT EACH END OF THE HEADER. KING STUDS SHALL BE CONTINUOUS WITH
POST SIZE MAX. TRIBUTARY MAX. HEIGHT EMBEDDED CONCRETE
THE SAME REQUIREMENT AS STUD WALLS.
AREA ABOVE TOP DEPTH DIAMETER
OF FIG.
1.
CONCRETE SLABS ON GRADE SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 302.1R-96 "GUIDE FOR CONCRETE SLAB AND SLAB
8.4.1 6X6 25 SF 6-0" 3'-6" 1'-8"
CONSTRUCTION".
8.
INDIVIDUAL STUDS FORMING A COLUMN SHALL BE ATTACHED TOGETHER WITH ONE 10d CC NAIL 6" O.C. STAGGERDED. THE STUD COLUMN
@
8.4.2 8X8 25 SF 10'-0" 4'-6" 2'-0"
2.
THE CONCRETE SLAB ON GRADE HAS BEEN DESIGNED USING A SUBGRADE MODULUS OF k= 250 PCI AND A DESIGN LOADING OF 200 PSF. THE SER
SHALL BE CONTINUOUS TO THE FOUNDATION OR BEAM. THE COLUMN SHALL BE PROPERLY BLOCKED AT ALL FLOOR LEVELS TO ENSURE
8.4.3 8X8 25 SF 12'-0" 5'-4" 2'-0"
IS NOT RESPONSIBLE FOR DIFFERENTIAL SETTLEMENT, SLAB CRACKING OR OTHER FUTURE DEFECTS RESULTING FROM UNREPORTED
PROPER LOAD TRANSFER.
CONDITIONS MITIGATING THE ABOVE ASSUMPTIONS
9. BEAMS CONTAINING MULTIPLE PLIES OF LUMBER SHALL HAVE EACH PLY ATTACHED TO ITS ADJACENT PLY WITH 3 12d CC NAILS @ 12" O.C.
3.
CONTROL JOINTS SHALL BE SPACED IN SLABS ON GRADE AT A MAXIMUM OF 20'-0" O.C. UNLESS NOTED OTHERWISE.
4.
CONTROL JOINTS SHALL BE PRODUCED USING CONVENTIONAL PROCESSES WITHIN 4 TO 12 HOURS AFTER THE SLAB HAS BEEN FINISHED.
10.
FLITCH PLATE BEAMS SHALL BE ATTACHED W/ 1/2" THROUGH BOLTS AT 24" O.C. STAGGERED W/ (2) BOLTS 6" FROM EA. END.
5.
REINFORCING STEEL SHALL NOT EXTEND THROUGH THE CONTROL JOINT.
11.
STEEL BEAMS SHALL BE ATTACHED TO EACH COLUMN SUPPORT WITH TWO LAG SCREWS (1/2" DIAMETER x 4" LONG). LATERAL SUPPORT IS
CONSIDERED ADEQUATE PROVIDING THE JOISTS ARE TOE NAILED TO THE SOLE PLATE, AND THE SOLE PLATE IS NAILED OR BOLTED TO THE
6.
ALL WELDED WIRE FABRIC FOR CONCRETE SLAB ON GRADE SHALL BE SUPPLIED IN FLAT SHEETS. THE WELDED WIRE FABRIC SHALL BE
BEAM FLANGE @ 48" O.C.
PLACED 2" FROM THE TOP OF SLAB AND SECURELY SUPPORTED DURRING THE CONCRETE POUR.
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drawn by JLM
date: 5/10/2021
checked by : SRS
file name : stb303H0LLISv2
sheet number
SP
copyright 2021
Sullivan Design Co.
all rights reserved

PRELIMINARY
NOT FOR
CONSTRUCTION
NOTE:THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY:
JOHN L. PIERCE,PLS, L-2596, ON JULY 12, 2021.
THIS MEDIA SHALL NOT BE CONSIDERED A CERTIFIED DOCUMENT.
“”
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CRYSTAL SHORES LOT 2.dgn