HomeMy WebLinkAboutFloor Plans 369'rsOOD LN.NORTH ANDOVER,MA 01845(MAIN FLOOR) 369 WOOD LN.NORTH ANDOVER,MA 01845(2ND FLOOR)
- BATH CL �. a
x➢
-REF - HOME OFFICE/
BEDROOM BEDROOM
KI`CHEN BEDROOM _
15'8°X 13'0" 11'2"X 13'0" CL } -''- 13'10"X 10B"
�\
HALL 13'SN XL5'i I"
CL
112
DINING AREA H LIV'NG ROOM 7X12�'2r"
; PRIMARY BEDROOM
3'1"X 12'6" -— 23'11'X 12'3" 19'8"X 12'2"
-- CLLV I C'10"X 3,
GOR 2 FLOOR 3
369 WOOD LN.NORTH ANDOVER,MA 01845(BASEMENT)
BATH
5'3"X 6°
HOME GYM
21'9"X 13'0"
BONUS ROOM/ _
BASEMENT � -
16'7"X 25'6"
UTILITY
2011"X 1TT'
FLOOR 1
TOTAL: 2538 sq.s"t
Below Ground: 644 sq.ft, FLOOR 2: 947 sq.ft, FLOOR 3: 947 sq.ft
EXCLUDED AREAS: UTILITY: 262 sq. ft, BATH: 34 sq.ft,CL : 7 sq. ft
MEASUREMENTS ARE CALCULATED BY CUBICASA TECHNOLOGY.DEEMED HIGHLY RELIABLE BUT NOT GUARANTEED.
369 WOOD LEI. NORTH ANDOVER, MA 01845 (2ND FLOOR)
BEDROOM BEDROOM
13'10" X 10'8"
X 1 TO CL
HALL
1315" X 5'11"
CL
L12
P:1 CD
BEDROOM PRIMARY BEDROOM
12'8" X 12'2 19'8" X 12'2"
-
----------
CL.
L X 31
l -
TOTAL: 2538 sq.ft
Below Ground: 644 sq.ft, FLOOR 2: 947 sq.ft, FLOOR 3: 947 sq.ft
EXCLUDED AREAS: UTILITY: 262 sq.ft. BATH: 34 sq.ft, CL : 7 sq.ft
MEASUREMENTS ARE CALCULATED BY CUBICASA TECHNOLOGY.DEEMED HIGHLY RELIABLE BUT NOT GUARANTEED.
369 WOOD LN. NORTH A DOVER, MA 01845 (MAIN FLOOR)
-------- --_- ------
TH !
REF i
L-� HOME OFFICE/
LI BEDROOM
KIT HE I _______-- 151811 /\ 131011 � I
' "1 O"
I
i ,
'HALL
X ___________________
I
DINING AREA LIVING ROOM
Li
I
TOTAL: 2533 seq.ft
Below Ground: 644 sq.ft, FLOOR 2: 947 sq. ft, FLOOR 3: 947 sq.ft
EXCLUDED AREAS: UTILITY: 262 sq, it, BATH: 34 sq.ft,CL : 7 sq.ft
MEASUREMENTS ARE CALCULATED BY CUBICASA TECHNOLOGY.DEEMED HIGHLY RELIABLE BUT NOT GUARANTEED.
369 WOOD LN. NORTH A DOVER, MA 01845 (BASEMENT)
0
BATH
5'3" XE
HOME GYM
21'9" X 13'0"
BONUS ROOM/ f
BASEMENT
I
UTILITY
20'1" X 13'9"
TOTAL: 2538 sq.ft
fc, Below Ground: 644 sq. ft, FLOOR 2: 947 sq.ft, FLOOR 3: 947 sq.ft
EXCLUDED AREAS: UTILITY: 262 sq. ft, BATH: 34 sq.ft, CL : 7 sq.ft
MEASUREMENTS ARE CALCULATED BY CUBICASA TECHNOLOGY.DEEMED HIGHLY RELIABLE BUT NOT GUARANTEED.
ARCHITECTURAL PLAN SET FOR
NICK REILLY
369 WOOD LANE
NORTH ANDOVER, MA 01845
STRUCTURE DETAILS
--
Style. Truss Series Garage H
Wall Height: 8-6"(2"x4"Wall Studs)
Overall Size: 22'x24'
Base: Concrete Foundation(Built On Site)
Siding: Vinyl t
Roof Pitch: 5f12 Roof Pitch
Roof Overhang: 12"Overhang on all sides
Siding Color: White
Trim Color: White
Roof Color Charcoal
Roof Materia. GAF Timberline Shingles
Doors&Ramps
Door Type(s): 3`Prehung Fiberglass Sty.1
��\� (Right Door Hinges,in 3wf_ig) 3
\�� Door Color:Almond
11
3
3'Prahung Fiberglass Qty.1 -
(Left Door Hinges,Out Swing) _
Door Color:Almond
9'x8'Raised Panel Garage Door
(with 12"clearance track)City.2
Color:Walnut
Windows&Accessories
24"x36"ProVia Aspect Series (Oty.4)
Prepared y: Contractor. Drawings: Window color: White
Vent.
A-e0 COVER SHEET Ridge Vent
C 9
lew En!�`Iand Outdoor N-1 ABBREVIATIONS,LEGEND AND NOTES
_ V Drawing No.: -
. L S e r _ N-2 DESIGN GUIDELINES FOR FABRICATED STRUCTURES
DESIGN SERVICES, LLC 37 Oakland Avenue A-1 EXTERIOR ELEVATIONS
4 Basswood Road A-2 FLOOR PLAN
Pelham,NH 03076 Methuen, MA Q1844 A-3 FOUNDATION PLAN
Phone:(978)417-0178 Phone: {978)689-4414 A-4 FRAMING PLAN kProjecto.:
Email:Cadq247@gmail.com neoutdoor.Gom A-5 CROSS SECTION AND STRUCTURE DETAILS
BUILDING CODES AND STANDARDS GENERAL NOTES ABBREVIATIONS ;_ <
1
THESE PLANS ARE DRAWN AS REQUIRED FOR CONST.RUCTION BY AN EXPERIENCED !CENSED GENERAL
THE MASSACHUSETTS STATE BUILDING CODE,9TH EDITION.INCLUDING ALL CODES AND E LA E - -t--�--a—
SPECIFICATIONS REFERENCED WITHIN,SHALL APPLY TO THE DESIGN,CONSTRUCTION CONTRACTOR.THIS PROJECT DOES NOT FALLUNDER THE PPOV'SIONS OF-CONTROLLED AFE. _oc, I!
9 AND QUALITY CONTROL OF ALL WORK PERFORMED ON THE PROJECT. CONSTRUCTION.THEREFORE THE CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLIANCE WITH ALL
CURRENT BUILDING CODES AND LOCA�ORCINANCES.FURTHERMORE. NOT THE CONTRACTOR,AND T THE £ ! ;
ARCHITECT.IS RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND METHODS. CON c
2. BASE CODE: 2018 INTERNATIONAL RESIDENTIAL CODE(IRC) DIA K j
2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS INCLUDING ROUGH OPENINGS PRIOR TO PROCEEDING i
3. OCCUPANCY CLASSIFICATION: U UTILITY AND MISCELLANEOUS(STORAGE) WITH WORK F P > I O
EXT
3. THE CONTRACTOR SHALL PROVIDE SEPARATE ENGINEERED DESIGNS BY A REGISTERED PRCFESSIOi JAL 3 _
: ND 4. BUILDING TYPE TYPE V-B O
FOR ALL ENGINEERED ELEMENTS AND SPECIAL CONSTRUCTION.
DESIGN LOADS 4. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL TEMPORARY SHORINGAND SUPPORT,!NCLUDING INSU
ENGINEERED DESIGN OF THE SAME WHERE REQUIRED. L s ORP y(E 1
1. ROOF DEAD LOAD=5 PSF 5, NOTHING CONTAINED HEREIN SHALL SUPERCEDE THE CONTRACTOR'S RESPONSIBILITY TO CONFORM LV
THE REQUIREMENTS OF THE MOST CURRENT BUILDING CODE N1TL I C
2. SNOW LOAD O o
a. GROUND SNOW LOAD =55 PSF 6. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAVING FOR ALL PERMITS REQUIRED FOR THIS
h IMPORTANCE FACTOR =t0 PROJECT.
C. EXPOSURE FACTOR =1.07, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS METHODS,TECHNIQUES,SEQUENCiNG, M R
d. TEMPERATURE FACTOR =1.2 SCHEDULING AND SAFETY FOR THIS PROJECT.
c. PLAT ROOF LOAD =42 PSF OPNc ,
8. ALL WORK SHALL BE PERFORMED IN CONFORMANCE TO THE MASSACHUSETTS STATE BUILDING CODE PLYND ( I
. WIND LOADS AND ALL OTHER APPLICABLE CODES AND LAWS.
a. WIND SPEED(Vul!)=130 MPH A �Prepared For:
b. RISK CATEGORY II 9. THE CONTRACTOR SHALL VISIT THE SITE AND BE THOROUGHLY AQUATINTED WITH THE PROJECT.PRIOR RD Reilly
��ti�. �IC�C
C. EXPOSURE CATEGORY C TO SUBMITTING A PRICE ADDITIONAL MONEY WLt_NGT BE GRANTED FOR WORK NOT CLARIFIED PRIOR
TO BIDDING.SPECIFICATIONS OR FIELD CONDITIONS TO THE ARCHITECT IMMEDIATELY � R O ,.., - 369 Wood I.ane 9
4. SEISMIC DESIGN CATEGORY @ dim North Andover,MA 01845
10. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS SPECFICATIONS OR FIELD ' 4
CONDITIONS TO THE ARCHITECT IMMEDIATELY. STL
FOUNDATION DESIGN BY OTHERS.GRADE SHALL SLOPE AWAY FROM STRUCTURE. I T i
11. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY WORK DAMAGED BY HIS FORCES WHILE
WOODPERFORMING THIS CONTRACT. _
tt U H D
W
DIMENSION LUMBER DESIGNED IN ACCORDANCE WITH 2O15 NATIONAL DESIGN AD
SPECIFICATION FOR WOOD CONSTRUCTION(NDS)AND SUPPLEMENT. w Prepared By:
2 UNLESS NOTED OTHERWISE,DIMENSION LUMBER SHALL BE:SPF#2 OR BETTER ,
a .�.; 2
3 LUMBER IN CONTACT WITH CONCRETE SHALL BE TREATED IN ACCORDANCE WITH AWPA �
STANDARDS FOR UC3B OR GREATER AND KILN DRIED TO 19%MAXIMUM MOISTURE DESIGN SERVICES,LHv
CONTENT. 14 Basswooe Road If
1-. Pelham.NH 03076
4. LATERAL WIND BRACING SHALL BE PROVIDED BY THE WOOD STRUCTURAL PANEL - .. Phone(978)a 7 0178 -
BRACING METHOD(WSP).SHEATHING SHALL BE ill"PLYWOOD FASTENED WITH 6d Email: aag2a7@gm a on,
COMMON OR DEFORMED NAILS(0.113"X 2-)AT 6-O.G.AT EDGES AND 12"O.C.IN FIELD. e.dq-d om
5. ALL FRAMING CONNECTIONS SHALL COMPLY WITH TABLE 2304.10.1 OF THE 2015 IBC. r -` \� € Anx Project Nam
CONSTRUCTION NOTES '""`� - Truss Series� a �
Ncr'Lh Andover, NAA
1. VERIFY WINDOW OPENINGS WITH iMNDOW MANUFACTURER. V
2 "YPICAL'JWNDOW Sill HEIGHT FOR EGRESS WINDOWS TO BE A MAXIMUM 44INCHE6 FROM FINISH FLOOR. V. Ief 5 Drawing Name:
g
TI
3. VERIFY DOOR OPENINGS WITH DOOR MANUFACTURER. - - - ABBRE it= `'NS,
a ALL EXTERIOR PARTITIONS TO BE 2X4 WOOD STUDS @ 16`O-C-
LEGEND AND
s - TES
Drawing No.:
fezh.e PFH:P.rri F,...e A m Hr L:_dss 0
Project No.:
DRAWINGSTHESE N O F NEW ENGLAND OUTDOOR � " ) 'AND CANNOT BE COPED OR REPRODUCED WITHOUT WRITTEN PERMISSION.
i
PART 1-GENERAL 1.09 WARRANTY c.Impaction AgenGae N
1.01 SUMMARY A. Special Waranly/Extended Canecaon Period 1.Sole-SONh.m Pm.Inspection But- j p
2.WCLIB-West Coast Lumbor Inspection Sure,, al ob
A. Section lncivaea 1.Prelvbdcalotln..'Chat
.'Ch ana,¢hall bo wartantietl from lha tivta of lnnRllallan fora perotl of io year 3.WPA-Wester Wood Product,A.soclallon
fromalt h1h I1 memf and V.11r.-
1.Itlhd,,liste bncmeawoodan soda l.Acc,N,nce vAm loin mermen and appkcabi,.faronw 2.Asphalt be
0731lifetime wartanry(ortho LandmaM TL,ror equal ehln0les.Warranty e.P-onthr,veotl lumaor,S4S,manufaatumtlm sixes roqulretl by NIST PS 20.Wmbar shell fides 19
alnndardo list.,In ArllClc 1.03 shall be per Specification 0]31 13, ,I alh maximum moisture conlonl.l time ortlmsaing ant ohipm.nt Iar tllmenai,n lumbar,axcopt -
an,mem,In.irgm,roa.
B. R,I.I.a Cn 073113A PARTT-PRODUCTS
1.Sacllon 0]3113 AnphaltShingl,n 2.Bracing - a
2.SZah 1014 00 Signago 2,01 FABRICATED STRUCTURE Q
3.Section 10 44 16 Pis Extingul ism, I.Sway bracing,I-1 bracing,and ronm.n shell be provldotl as ro<omm,navtl by the trots C
4.Olva.n 26 Electncal Work A, General manufacwrer.Permanent trued diagonal web bracing a hall be coordinated Win web lateral bmcing p
a roqulred by the Inue design,,,
1.02 PRICE AND PAYMENT PROCEDURES 1.Th.prefab...led wooden had net have,xt,nor dim...she an+hewn an the dhowings and ktme, a Z
clear height of at least]foal-0lncnaa high a,front wall.Sections shall be structurally co 1-d in the 3.Famencro O
A. M...uroment and payment mqultemenm:par Division Ot General Requirement,. gold as required to moot given dough foods and par manufadumrs standard fnalening rce,immenm. O L.Racialist[be speed 55on12;later to Dmwingo further Information, a.Provldo la,tanamof.sm and type lndlpupd,with I galvenll a coaling por ASTM A153,,r PIS, - >
1.03 REFERENCES 2.Accepted local of quaflty:,,iwlom to Quaker,Th.New England Ac..M,by Now England Outdoor. Typo 304 atalnle.s 1
3.Coordlneteslyloandcolor.,(shodantl...flan with Owner. b.Napes bred.,antl.pl..,hall conform to ASTM F1667 Of
A. Roferonce Standard, c.Powerdrlvenfsabbare eh.l conform to ESK-1539
B. Exton.,Siding tl.Woad screw.snail conformto ASME818.8.1 _ U
I ASTM Intam,tlonnl(ASTM) e,lag boll.shag conform to ASME 818.2,1
1.Extort hiding of the walla to be vinyl clapboard siding.The Call,ant appearance shall be confirmed by o
s.ASTM A653-Standard SpeclAatlon for Steel Shoat.Zinn-Covtoa(Golvnnead)or 9nc-Iron Own.,Ext.h.,-1.1 Items shop a.pmflnish,d a color to be..1-d by O,m- 4.Metal Fre.ft Anchors � E
Ardy-CC-d(Golvan...led)by the Hal-Dip Pmwes f j a
b.ASTM A924-Standard Spadfidellon for General Requirements for Steel Shalt,M,mllictoelsd by C. A.phmt Shimt.. e.Provide mewl fuming an...of type.set.,and fmah Indicated,that Comply with mqulrar- N
the Hot-Dip Prows. np.dfled Including Ina following
1,Provldo In eeemdanev with Section 07 31 13 and the O.wing,
m Forest ,
2 Amasn Forest B Paper AnvadkulOn(AFSPA) 2.Sa1f-adh,C,,mdorisymort entire roof. 1.Cu,mnl model catlo-shies/rase.rah mportathat Provldo,,loan,,of compliance forma Indicated
application and the building codo o/Palest late O
v.AF&PAT101-National D.Wgn Spttigwgon(NDS)for Wood Construction D. Drip Edges 2.Manufacturer published allowable design leads that are determined from empirical data or by rats-I Z
,ngine,,I,g analysis,and that are d,monmmtod by compmhcn.No lasting bottomed by v quallgad
3.Amaral^Lumbor Standard,Com ftal,(ALCS) 1.Manuf,,t,Cdfrom proflnlehod aluminum Call stock manufactured from 0032-Inch thick,It a lock. Independent testing laboratory
4.N.11...lmmalloof$t.nd.rd,..Technolagy(NIST) 2.Co or:+ubmN manufacturer color chsM1v ror O.vnor.alacl on of coloro. 3.Cal..nlxodan,h,m shall be manufactured from ASTM A653,Gmd,A,G60 zinc coated by the hot.alp Prepared For:
3.Provldadopod0vacoMlnuoualyalongoofeavea. press,,oncoral'uou,ines prior tolabtication v. Nick Reilly
NISTPS20-A,,IwnSmlwood Lumber Standard 4.Thus.tl.a---(hummw Il cae.),hall be an Indicated on the Dre-gn
E. Water Racial- 5.Acceptable manufacturers Include.but..not llmlloe to 369 Wood Lane
1.04 ADMINISTRATIVE REQUIREMENTS
1.Tho profa wal.,tiwtness ehvtl on,11 be on9roiyaetambletl at the fedory,.Hama,w,mmroorotl,and a)Aipin,hSttoomo Proouda,ins. North Andover,MA 01845
A. Coominetlon.Soqu.ncmp,and Scheduling:par Division 01 Gono.l Roqulreman.. test,,far wetartlpMns+e. b)Simp,on SlronB-Tio Company,ins.
c)United Steal Ploeuse Company,Inc.
1.05 SUBMITTALS F. Coal Fmmmg d)EhgmC.,Approval Equal
A. Submit In accoraanw with MOW,,01 Gvn,ml Requlromon% 1,Minimum20y 8.I 181nch.aon mnmr or ve roqulred to.upp.R lose.shown onln.aWdgml,hoeta M. Flro Extingulsnor-Pmvld,m....Man,,with Specification 10 44 16 antl in,Drawing.,
B. Shop DowlnB. 2.S6ldard sell.with n ahovthma. N. Provitlo manulacturoYa alalwam anchor kit to attach to concrete equipment pod.
3.Standard sell.calls no avornanp.
1.Pmfa ;do,wooden onetl plan and m,vatlona.Inciutllnp oxtador Ilnieh,socdorm,opaninpe;Inaulatian; O. Doelpn Loads
namm�B;door mdamr;!Cara and far,f. c. Metal connagmr Plama and Troea Mvngfactamm(apngneU Prepared By:
2.Wooden umr,nmeM.(optional)
mloreharte roe color saadlon by Owner. 1.The penal Slauee Ithe(C.hodsn Wn doapnee to mom Nit loatllrp ropulrsrnamn Pmvloao on tn,
3.Wooden Poll Tru+a,.(opt one[) 1.FaOncata Cannector plates from not-0Ip gayanlxetl steal Meet complYing W,Ih ASTM A653,p.tlo A, Structural$neOl,of the Conlrod Dmwlnpa ;=
G.m Minimum<ovmd moral tnicknon.la 00361nshos.
a.Lumbortch,-antl tan,andCantlntrer...h b!,r each Irene component 2.Gf5cW Imam T.DT DOOR AND FRAME
b.Span. conflpuntlon,and spacing!,,sash Wes j J _
,.So..mm,dal,finish,locations of connector plates o.Alpine Englnmmd Pop-,Inc. A. Donn vntl Immot manuhcturela atantlerd 14314>Ihl<k,Insuialotl,6 panel,flberplaas optlens.OPoning
a_eparing Details Trues,nn,,t,,for...h location-truded,am,ppon,d by Other Pula. b Truswal Systems Camemgon shell beI double door with minlmum6laat Wide by6-Ioot6-Immea high tllmonators.Color soledlonby DESIGN SERVICES,LLC
f Design toad.,load Combinations,and allowable and actual,those,. c.Mrrok heu"'0"Inc. Own+, 14 Basswood Road
1. Permanent bock;mquImment,and octal, J.Or equal
B. Provitlo a knob and doaebolt keyed por Ownel.mqultements. Pelham,NH 03076
C. Product Data H. Well F-Ing Phone'(978)417-0178
C. Minimum of hln0a+Par door from manufacturer,-heard ha.mwro options. Email:cad 247 ail.com
2 Lumber,har.mataIclWingormaid,and bntonsrn 1.Provid.2-Indobt 4oppslue.al 181nchoson motor anvathod cairnextarlorprids plywootl and 4 @9m
2.Wood11-,adfnista_InclWlnp ch.mlcnl WatrtaM manufacturer.InsUudlona lor.toopo.hentlllr;, Erakeckinga0ubm ibleft m. 2.03ELECTRICAL .cadq-design.com
Inngineered and d Panp 2.Enllroty of building,xl.rior¢full b,whopped In a w4tar-melsbv,air barnor,quvl m Tyvok Hama Wmp.
3.Engineered Wood Protlucb:InclWlnp manufacturer.iwalablsa A. All,lectncal vqulpm.Mshell campy With the N¢bonei ElCctdwi Codo,and local cotle regWrom.Me' Project Name:
4.MaiElF Pepar I. Floor Framing
5.Mail Framing Anchors S. All elaciric.l work shall also comply Win III Spociflc.pon section in Dlvlelon 28. �1 2�11AA
6.Wmor-6omo-T1.Installed
Products:Incship memo statement thatmd,turo content of treated matonal.was 1.D ubl,,.ter pmsaumavama near,10'Z'16',nd wi motet wllh 3'4"7-ply underiayment floor plywood. 2LmXL'tm
mauwa to levant-1 treatment
prior anuf more to reach
Project tiro 2.Double tooter wrtyinp boom on floors l0'-0"and colder 2.04 SOURCE QUALITY CONTROL
].Wmonryo/chomicaithoatmontmanufaclurorforoachrypsoftrcalment Truss Series Garage
8.All doe,hamwaro an.poclflod. J. Innulvtlon A. Pmvldo In acdom-with Divlemn 01 Gerstell Roqulromenle.
D. M.numdeme.Ine-0 ten 1,Triowelt+,fl-,and mm,libanallbebMeim m EXECUTION adwiththemanuCknoe,standardbadInsulationtoI PART North Andover,MA
depth the ill,the entire cavity.
i.Roqu romoms Mr nerWlinp,stomps, ,action,temporary and permanent bmcing,and<onn.cgons 2.Raofaha lbovanmtl wlho from[andhogo vent corbinaUon.Insulation Dvflles,nall b.provitled at 3.011NSTALLATION
swot w pmynnt Insulation from ob,Wdmg Car now. Drawing Name:
E CIO...at and maimmraence matonal suamelal.:par Divlelon 01 General R,aimment, A, Prefabricated w,soon had shall be ketallad on shown on the drawing,and par manul4dursr lnsWcllona
K Gpenl p. DESIGN GUIDELINES
1.08 QUALITY ASSURANCE 8. VmfyICIM that Id lountlatlhe toad,,a the s net,loan I..1,m to level mill-I any dttooary modawgg the the
i.Themenula.Emm and-1aGeneral dIn1.fntmcmfluid and ad..Ifbmqulro ad I,utMas.tod.vie,had nthef.abnotl,v,,n,tlyNaEnpinmrlmmotllet,lyprlarmeottingtnv FOR FABRICATED
A. Provitlo In vccomarwo with Olvielon Ot Gone.i Roqulmmenta. openings ehpll b,provlaotl In ins factory.Hold cutting of profubdcaled enotl shell be approvatl by the pmRbdcelcd wooden snotl on ins fountlatlon.
be EephPinb STRUCTURES
B. Thomactured by
by this Speclg Wa Waned,
toiged amtlmiftud.of proundiurlly as 2.fan punerona l2anchtltoro,ida ciru lotion wring the sumermoth,.Fan shalt be 1,300 CFMU,l C. Tho wooden ehotl shallbo eataqua,,,antl l.vol.Finaltouch-up snailbo pertormotl,s roquihod.
an p,,tlrud by e ,aaa cam Cha.be Insalll shin by dvalpnad with conatestum In accordance with the late louver on it vntl wall to provlda circulation from
m 50 the 0 Dogn month,.Fen shell by 7,300 CFM UL
bp,curcaiceof Eno iMeuatry certain fast bit
In accordance o111,111 urorencommnothe . Ilnlod 120V unit wlthaln0rtnos.latljuatvblc from 50 to t20 Doproo¢Fallonhslt. o, A.eombrotl000 pnchotl inlenorand,xtenor,.,..INCH afully Complete,
q.1amnt ndinare system
wail
Snscultonscolt anommnto certain favluros all do not pumoR to cover all tlet.lie entering lmlo too UnMiinpa domonent,s,.pp.l,.d by
Enine.,..[Ina complato oqulpmont enclovum vymcm with no Drawing No.:
Construction at me matenale. L. Prafabncmed Materials ungni.had component,ae approved by the Enpino.r.
1.07 DELIVERY,STORAGE,AND HANDLING 1.Lumbar 3.02 FIELD QUALITY CONTROL _
A. Pme,Init.OMan=with Dl,abn01 General Requirements e.Each place.1umbernMllbefadory marked with gmde Itimpof Inspection ag-sylndlmtingtype, A. P-1d,hues.111ra,with 0lvlslon01Gon.mlR,qulmmente. LJ
gentle,ap,alo and moisture Content at time ofvurlasing and milling,and gook;agency.
B. ProC.CNsh¢Il be shlpl.d,mora,l,and..led Ina Ca�mn,-m condo n.let-C with the s rocommendalionn 3.03 CLOSEOUT ACTIVITIES
of memanufacturer and to a a mot to degrade quality,amvlcsabillty,or appearance.If fount to be tlnmdlve, b.Lumber shall comply with NIST PS 20 and wnh aao1,.biC greding role.of inspection agencies
either borer,or aa,,Ihellawlon,it.nvll be r.m-al from the Project Site and mpl...d with a sound unit wnifiao by the American Lumbor Standards Committoo(ALCS)Board of Rovlow.Machine at,,, A. Provide 1r accortlonco with Olvialon 01 G-ral Roqukam,ma
rated(MS)Iumberg.ae,.h,II be woo except that 0-1 Boded lumber may be u,ad for woo Project No,:
1.08 SITE CONDITIONS memo...
A. Exntinpconaaions.par oimmonDl GO-1 R,gmromcma THESE DRAWINGS ARE THE SOLE PROPERTY OF NEW ENGLAND OUTDOOR N EO-250814
AND CANNOT BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION.
o w
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TOP OF ROOF TOP OF ROOF —
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Q
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W — i z
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7
GARAGE GARAGES-�� O
Prepared For:
24'-0" 22'-0" Nick Reilly
369 Wood Lane
REAR ELEVATION LEFT SIDE ELEVATION North Andover,MA 01845
CONTINUOUS RIDGE VENT Prepared By:
GAF TIMBERLINE SHINGLES
TOP OF ROOF (COLOR:CHARCOAL) TOP OF ROOF
2 2 DESIGN SERVICES,LLC
= 5 5 14 Basswood Road
Pelham,NH 03076
- _ Phone:(978)417-0178
W Email:d.dg247(§gmail.com
= www.catlq-Oesigrtcom
_ Z Project Name:
® ® ® 22'x24'
Truss Series Garage
III�II Il�llll North Andover, MA
! MI Drawing Name:
GARAGE GARAGE EXTERIOR
ELEVATIONS
24'-0" 22'-0"
Drawing No.:
FRONT ELEVATION RIGHT SIDE ELEVATION
A-
SCALEProject No.:
3/16"=1'-O" THESE DRAWINGS ARE THE SOLE PROPERTY OF NEW ENGLAND OUTDOOR NEO-250814
AND CANNOT BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION.
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A REAR FACADE -
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Prepared For:
Nick Reilly
LI LI 369 Wood Lane
p 0 North Andover,MA 01845
a TRUSS SERIES
GARAGE a
I- 22'X24'
LL 8-0 CEILING CEILING HEIGHT
Prepared By:
ROE It �
X 3 DESIGN SERVICES,LLC
Q 14 Basswood Road
3 Z Pelham,NH 03076
c(0 v Phone:(978)417-0178
Email:cadg247@gma0xom
.cadq-design..m
36"X80" Project Name:
INSWING 22'X24'
(INSULATED)
Truss Series Garage
North Andover, MA
Drawing Name:
FLOOR
PLAN
ADrawing No,:
FRONTFACADE
-2
SCALE Project No.:
1/4"=1'-0" THESE DRAWINGS ARE THE SOLE PROPERTY OF NEW ENGLAND OUTDOOR NEO-250814
AND CANNOT BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION.
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-..________________________________
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I_ ___________________ I D � �
8"CONTINUOUS POURED CONCRETE FOUNDATION
FROST WALL ON 20"WIDE x 12"DEEP CONTINUOUS s o
POURED CONCRETE FOOTING
(SEE FOUNDATION PLAN FOR DETAILS)
U y
( I I I
Prepared For:
I I 6'THICK 3,000 PSI Nick Reilly
CONCRETE TE LAB I Y
6 MIL.POLY VAPOR BARRIER
369 Wood Lane
6"COMPACTED GRAVEL
North Andover,MA 01845
.•• I
6X6-W1.4xW1.4 WELDED WIRE MESH
I ER MESH
I I 1
I I I •"_' 1
Prepared By
HORIZONTAL REBAR
2-#5s TOP AND BOTTOM
GRAVEL 3-1/2"CONIC,SLAB W/6x6 10/10 W.W.M.
DESIGN SERVICES,LLC
1/2"DIA.ANCHOR BOLT 114 Basswood Road
SOIL-GAS-RETARDER MEMBRANE 6-MIL Pelham,NH 03076
�Q 6-0'�O.C.MAX. •; I• POLYETHYLENE SHEETING OVERLAP Phone(978)417-0178
AND 12"FROM CORNERS(TYP.) )y SEAMS 12"MINIMUM Email cadg247@gmaltcom
• ! Z -•'I-: 6"COMPACTED GRAVEL cadg-dosi9n oom
______________________
- 1/2"PRE-MOLDED JOINT FILLER
'. . Project Name:
77
. ,. - •.: O "I' BITUMINOUS DAMPPROOFING! 22'x24'
WATERPROOFING Truss Series Garage
VERTICAL REBAR#5 @ 40"O.C. North Andover, MA
SILT SCREEN -.•;�i•�,.,:`• 2X4 KEY
Drawing Name:
4"PERIMETER DRAIN L L
2''3"MiN, FOUNDATION
PLAN
FOUNDATION LAYOUT FOUNDATION FROST WALL SECTION
3/16"=V-0" NOT TO SCALE Drawing No.:
A-3
SCALE Project No.:
114"=1'-0.. THESE DRAWINGS ARE THE SOLE PROPERTY OF NEW ENGLAND OUTDOOR NEO-250814
AND CANNOT BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION.
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GABLE END TRUSS is = 3
(SEE CROSS SECTION 1_ E p
FOR DETAILS) 5� �5 p' m
>
K O
Of 0
pa O (2)2"(6"HEADER `O L
IW¢ ABOVE DOOR
= O �
X O 4=
f N m O¢ N O
3 Prepared For:
2"X4"KING POST TRUSSES(OTY.11) Nick Reilly
24"O.C."P.)
369 Wood Lane
4 22'-0" North Andover,MA 01845
—GA LE END TRUSS
(SEE CROSS SECTION FRAMING WALL SECTION
FOR DETAILS)
o LEFT FACADE
0 w Prepared By:
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(2)2"X6"HEADER 24''0 DESIGN SERVICES,LLC
�"m ABOVE DOOR DOUBLE TOP PLATE 14 Basswood Road
(NO SPLICES AT GABLE WALL TOP PLATE) Parham,NH 03076
_ Phone:(978)4170178
Email:cadg247@gma,I—rn
F www.cadq-design.com
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Project Name:
_ (2)2"X6"HEADER 22'X24'
ABOVE DOOR(TYP.)
J
Truss Series Garage
ROOF FRAMING PLAN a North Andover, MA
Drawing Name:
DOUBLE BOTTOM PLATE FRAMING
(BOTTOM PLATE TOUCHING CONCRETE
TO BE PRESSURE TREATED) PLAN
FRAMING WALL SECTION
FRONTFACADE
Drawing No.: [/��,
A 1
SCALE Project No.:
3/16"=V-0" THESE DRAWINGS ARE THE SOLE PROPERTY OF NEW ENGLAND OUTDOOR NEO-250814
AND CANNOT BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION.
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TYPICAL ROOF CONSTRUCTION STRUCTURE DETAILS
• GAF TIMBERLINE SHINGLES(COLOR:CHARCOAL) Style: Truss Series Garage
• 2"x4"KING POST TRUSSES @ 24"O.C. Wall Height: 8'-0"(2"x4"Wall Studs)
• GUSSET PLATES Overall Size: 22'x24' 2
• 15#FELT Base: Concrete Foundation(Built On Site)
Siding: Vinyl c <
• 1/2"EXTERIOR PLYWOOD Roof Pitch: 5112 Roof Pitch o �'
• 1 ROW OF ICE&WATER SHIELD Roof Overhang: 12"Overhang on all sides =
Siding Color: White > p
• SIMPSON HURRICANE TIES H2.5A(EACH RAFTER) Trim color: white o a N
10'-8j"RAFTER SPAN Roof Color: Charcoal o w
Roof Material: GAF Timberline Shingles —
TOP OF ROOF -
Doors&Ramps (° O
12 12 Door Type(s): 3'Prehung Fiberglass Oty.1 .r
6 6 (Right Door Hinges,In Swing)
Door Color:Almond
- 3'Prehung Fiberglass Oly.1
(Left Door Hinges,Out Swing)
Door Color:Almond
TYPICAL EXTERIOR WALL CONSTRUCTION Prepared For:
• 2"X4"P.T.SILL PLATE Tx6'Ralsed Panel Garage Door Nick Reilly
(with 12"clearance track)Oty.2
• 2"X4"BOTTOM PLATE Color:Walnut 369 Wood Lane
• (2)2"X4"TOP PLATE j u>
North Andover,MA 01845
II Windows&Accessories
2"x4"STUDS @ 16"O.C.
• VINYL SIDING(COLOR:WHITE) )— 24"x36"Pro Via Aspect Series (Oty,4)
• TYVEK(OR SIMILAR)BUILDING PAPER U) Window Color: White
• 1/2"OSB OR PLYWOOD SHEATHING =T J vents
• R-15 BATT INSULATION(FACED) X Ridge Vent
• 4 MIL VAPOR BARRIER ON INSIDE WALL N Prepared By
GARAGE C 14 _
DESIGN SERVICES,LLC
14 Basswood Road
Pelham,NH 03076
--- Phone.(978)417-0178
Email:cadg247@gmall.com
wwwc
BUILDING SECTION A-A
Projectt esign com N Naame:
(LEFT FACADE) 22'x24'
Truss Series Garage
North Andover,MA
12 12 12 12 Drawing Name:
5� �5 5� j �5 CROSS SECTION
AND STRUCTURE
ef DETAILS
Drawing No.:
A-5
KING POST TRUSS DETAIL GABLE END TRUSS DETAIL
QTY. 11 SCALE QTY.2 Project No,:
1/4"=1'-0" THESE DRAWINGS ARE THE SOLE PROPERTY OF NEW ENGLAND OUTDOOR NEO-250814
AND CANNOT BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION.