148 MARLBOROUGH RD - BUILDING INSPECTION (2) ri
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��� The Commonwealth of Massachusetts R E C I�E D -
� '� /� Boazd of Building Regulations and Standazds !�S P E C f I Q�',a� S�CI:T+Z'C�
I L�7 �1 Massachusetts StaYe Building Code, 780 CMR S�"�
�� 2 R�se�Mqr�011
Building Peanit Application To Construct, Repair, Renovate Or D��lisfi a ��� 3
One-or Two-Fami[y Dwe!ling
''-x=''Tltis Secbon For.t�'f'ic�al Use'Only � '
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BuilciingPemiitl+Fmnber `,:R Y Daroe l�ed = ,.= Y
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$ual3mgOt�icial:(Pruu�tame) � :
> �-. �_ 3ignatuce . Date
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.�<�, .r SECTLQN':1 .StfE�,I1�IFi)IfMA1TON ; 4 . ;, ,
1.1 Property Address: (� 1 1.2 Assessors Map&Parcel Nu/p�7[h(ers
' I I i JJ 1(Qa.N V 1 'Q(�.�� d
L la Is tlris an accepted s et?yes X no MaP Number Parcel Number
�1.3 g Information: 1.4 Psope Dimensions:
- ��I 5 ���
Zoning District Propose Use Lot Area(sq ft) Fmntage(R)
1.5 Building Setbacks(ft)
Front Yard Side Yazds Rear Yard
Requued Provided Required Pmvided Required Provided
►5 a5 "`j- i� 30 �T
1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System:
Zone: Outside Flood Zone?
Public� Private❑ Check if ye Municipal�l On si[e disposal system ❑
x rt � ,SE�'�'IQN2."PROkER''I'I`;O'WNEIt5HIP= ' h ' ?`
2.k `Owner'ofRecord: , _. . . : ,. . ; .
��I��sc l_)�.�i �,� dvti, LLC gc.� �' �� � �� 01915 .
Name(Piint) City,State,Z.�
�a� C��t S�-.e,��- 978 Q�a.-df1,i2, QezZ��o c�q� q�w, �, (oN,
No.and Street . Telephone Email Ad s
'-'� `SECTIOl�t3 DESGItI�'FI(D15 OF PRf1P(ASEII V�{f3t�z(check°all fhat aPt?�Yl , _ �
New Construction�{ Eacis[ing Building O Ow�r-0ccupied ❑ Repaiis(s) ❑ Alteiation(s) ❑ Addition ❑
Demolition ❑ Accessory Bldg. ❑ Number of Units Other ❑ Specify:
Brief Descriprion of Proposed WodcZ: .. �-r �h, ,.,, .,,.
`" : , -��EC'F[41+i 4 E51`I1VIA.TED CUNS'FRUCI'fON CQSTS ' , '' .
.,.� � ` �
Iteal � Estlmated COstS[ � ,'� 3 � "' (?({tCtB��Jse Qtt1 �
abor and Materials ���
1.Building $ �bbvo U ;1 $wlduigPerunt,F,ae $ Fnshcate"howfeeLs:deternuned;;'
2.Electrical $ �a Oc�C7 0 Standard CityfTown APPhcation Fee� V� s ` h =w
:O Total Pro,�ect Cas�,(Siem 6)x inuitrplier , , x= �`
3.Plumbing � � a O C� O 2 Other:Fee� $ � `: �� � ` a" s
4.Mechanical (HVAC) $ I� O d � �� ` ` `
5.Mechanical (Fire 4 ,' ;
, .
Total Ail Fees $
Su ression $ aU� � , , s � '
F�heckNo; 'Cheek4Amcsu� GashAmouut
6. TotalProjectCost: $ a„IdOJp ������ , OOutstan�dtugBalan�eAue .:
Cfh I.�Lr�'Yj �-1 ,� .v � 1 O ��
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• SEG"�ION 5",COi�STRI7GTIQN,SERVICESy: 3
. . .. .� ., ._. , , � , . _ . . . _ ,,:, �
�5 ConstructionSupervisorLicense(CSL) �L � d2��.5�/ s�' �� � /
�E�,�ut,�u � � -� .� ,.
��f� � License Number Expitation Date
Name of CSL Holder ' )
� . �{�A f fALJ L�st csL"i�'Pa(see below) v
I�o Ca�� y =
No.and Street � ., D�npt{°II
� / IA � (�� U�� Unrestricted..�uildinn s u to 35,000 cu.�ft. :,'�:
� �� ��.� Restricted 1&2 Famil Dwe �
� �� ��, b � M �
RC Roof Cove '
. WS Window and Si �
����� 1 �� ���� � 6�YM I IonsalationlBimungAppliances
4,� ! 5a ��NtOt(,.
Tel hone Emailaddress D Demolition ,
5.2 Registered Home Improvement Contractor(ffiC�
HIC Company Name or HIC Registrant Name HIC Regishation Number Expiration Date
No.and Strcet Email address
Ci /Towq State,ZIP Tel hone
SECTIUN_6 WQRKLR5'COMP�RS�ATLON TNS[TRANC�AFFiBAyI'F(M.G.li-e:35�§ ZSG{6)) a ';"
. , ,_ . _ , :
Workex�Compensation Insurance�davit must be completed and submitted with this application Failure to provide
this affidavit will result in the denial of the Issuance of the building pemtit.
Signed�davit Attached7 Yes ..........DJ No ........... ❑
. SECITQI`F 7a OWNE�'A�FT�I(3RI�A1'ION TU�E C4l1VIP.I.ET�D=WHEN ":
",. ,. , �UWAIEB'S'AGENT`UR,COI�TTRi1CTORAPPI.IES.F'f}it7{UII:DII�GPERMII','� . .'? ,
I,as Owner of the subject properry,hereby authorize
to act on my belialf,in all matteis relative to work authorized by this building permit application
Print Owner's Name(Electmnic Signature) Date
: >: .SEG'f'YON 711 :OWN�Ri,012AUTIIQ1tIZED'ACs�NT`B�+GI,A1tATTtTN ' , - :.'=-
By entering my name below,I y attest under the pains and penalties of pe�jury that all of the i�'ormation
contained in this applicatio ' e and accurate to the best of my knowledge and understanding.
�i � !q
Print Owner's or Auth AgenYs Name(El onic Signature) Da
NOTLS.
1. An Owner who obtains a building pemti[[o do his/her own work,or an owner who hires an nnregistered contnctorV
(not registered in the Home Improvement ConVac[or(I-IIC)Program),will not have access to the azbiVation
program or guardnry fund under M.G.L.c. 142A.Other imporfant infomiation on the HIC Progam can be found at
w��w.mass.gov/oca Informafion on the Cons[rucfion Supervisor License can be found at ww�;.mass.gov/d�s
2. When substanual work is planned,provide the inforniafion below:
Total floor area(sq.ft) (including gazage,finished basemenUattics,decks or porch)
Gross living area(sq.fr.) Habitable room count
Number of fireplaces Number of bedrooms
Number of bathrooms Number of half/baths
Type of heating system Number of decks!porches
Type of cooling system Enclosed Open
3. "Total Projec[Square Footage"may be substitu[ed for"Total Projec[CosP'
_ — '� — _ — _
� CITY OF SALE�tif, tti'I�1SS�ICHUSETTS
HL'II,DIIvG DEP�RTtE.�T
' 1�W�SNR�tGTOiv STREET,3"6 F1AOR
TEL (97� 7�5-9595
Fe:c(978) 740�984b
Ki1�ERI£Y DRISGOLL
MAYOR 1�tOe�s ST.PtERRB
. D�ecro�o�et:auc rxopsanr/u�rr.�n�c caaa�storEx
Constructlan Debris Disposal Aftidavit
(required for aIl dematition and renovation work)
In accordance with the sixth edition of the State Building Code, 780 CMR section t F F.5
Debris,and the provisions of MGL c 40, S S4;
Huilding Petmit# is issued with the condition that the debris resulting from
this work sha116e disposed of in a pmperly liceased waste disposal facility as defined by MGL c
� 1 t 1, S I 50A.
The debris wip be transported by:
.. . v �L.� �H.� '�� .
(name of haul )
The debris will be disposed of in :
JRM w ,��
(name of f i{i )
a�JS �c�/�..� �' ��� be �y �
(address of f cility) �
signature of permit applicant ~
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dcbris�lT.doc
� CITY OF S.�I.E:�i, 1��1SS�ICHUSETTS
'• • BLv�aaG DEr+a�ta�v'r
t'�(Y W1►SH]NG'fOt3 STRFET,3'D FI.00A
't�L(978}7�15-9595
FAX(9?�740-9&i6
Kt�(gEgi,EY DRISCOLL
MAYOR TkoD�tAs ST.PtE8x8
DIREGTQ80F Pt:Bf1C PAOPfATY/SL'IIDII�IG COAL�QSSIONER
_ _ .. __.,__ .
Wurkers'Compea�tion it�surance Altidarth Boitden/CoatractorslElectriciamlPlumLen
Aun�tcaat lnfnrmafion Ples�� �ti�v
Vnme�e�u�D�n�zarioN�ro�rvia�):_ Cfo�� o ��n� �r.,.o,.�- 1 l (
Address: �� u.:�tv. �
Ciry/State/Zip:__�..IQ ,.,. � M� o)��O Phoae . `l� � `1�� - d�a, 12.
Arc yon aa empbyer?Checic tho appropHate tar.
'ry'toe otProle�e(requtr�c
1-(� 1 am a empbya witL 4. � C am s ga�aa[contrae�r and i
emplayus(full andlor pert-tiroe?.' have hired rhe�.cmaactas 6. �New conxttucticm
2.0 1 am e soie propriemr or pa�tner- liared oa c6e aaaahed�ceet� 7. [)Rempdoiing
sltip and Imve�m empioycas Tfxse sub�contraerors have 8..Q Demolition
woflcing for me in any capacity. workets'comp.ins�uance - 9. [!Huilding addition �
(No wodcerx'ccmµ insuraz�ca 5. 0 We ere a corpo�ation and its.
rcquired.j a�cas have e�+cisa!theit t0.[�6(ectrical tepairs a additio�u
3.[� 1 am a homeowne�doi�all work �rt aPerempt3on per M�L i t.[]Piumbing repaics or addieiws
myself.(No worTcers'cwup. c.152.¢t(4).ertd we tisvc no !2.(�Raof mpeirs
inautance rcquired.j� �P�Y�I�'lo wwlcers` 13.0 Othet
comp.insurance m9�•I
-nny oppNcam um[chedu ewc el muct ado nn oar n�e saGoa t�etow abowley t9dr w«I�,`�eaion rolicr;nrormmton.
� �lkweeuwnmWww6mitMir►flidovBi�dkaeiag�heyasdoiogdlwakmdt6mA'veuusideeart�oreaxc�twbnlarcwaiFiJavitindiati�nod�
�Connx�owthW cpeek dwLmc mua ana�iwd a�ad�6riomi d��bewiay 9�¢�mt aiffie�md the4 wohen'oomV•Pelicy'iefa�mtion.
/aar en swployer tkat 6 prerldiny�morksn'coayrtnradoa Luxrencajar wy emplopee� Behalr the ps/lcy aaQJob alAr �
informatloa.
Insurrnce Company Nnmr_ �''a•c• �n�j�o.r c2. �o (dun v .
policy k or Self-ias.Lic.W. �rJ C'a n-a.0 -Oc)1 E,�� ' � Expiration Date: ��I b `�� '
JoDSiaaAddress:��lc,rlhola�H�„ �o:ac� �q,��/Zip: . t�_ 0151�
Attac6 a copy of t�worl[en'eampensadoa�olky deelantbs�w�(s4owinB the poiley number aed
�� �v�►�tloe antek
Failurc co secure covc�age as rcquired ua�er Sixuon 25A of MGL c. I32 can iqd to tfu imposi�ion of erimiaat penalties of a
fi�u up o0 51.500.00 andJor oirc-yea�imprisonment,as wotl as civil penatties in tha Cosm of e STOP WORK ORDBR and a fine
oFup to 5250.p0 a day a�einst the violmor, Aa advis¢d[hat a coryy vf this statement may ba farwarded to the OIGae of �.
inv.ztigatinn�t of tho pfA fo 'nswance covemga v�ificatiun. �.
/Ao herebp cert�u e► palas uxd peaa�oIPe+IarY drat tht b�oa provWed obave Is trws and oo/ncR
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OJjieid ou onty. lM net write la rklar weq ro bs romplrred by dry or rown o,(/IcJat
City ar Towa: PermtU{,Feense�
Issuing,l W hority(circle oae):
1.13oard ot Ileattq 2.Bulldin�Depnruocnt 3.City/1'owu Cleric A.EI¢ctrkal iospector 5.Ptumbing Inspector
6.Otlrer_
ContaN Permc• Phooe#:
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GiT'�' C�F SALEM
�ULT1'IN� SLI:P
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t'ertf�cate of�ccupancr�. .
Li2CATtUN [IATE'
AS5E5SflRS DATE . � �
93 LYashin ton S�_�� �
g. �
A7'E � "�y"IS
�ITY CLERK . —
g3 Washington St.
1'ilE3Li�SERVICES DA7`E_ � � � .
i30 Washingtou Si.
Dr1�TE�,� � �
V►!ATER ,.—.
1301�'as4ington 5c: l j Ni (f�S�� ��l y��
GAOSS CK)NNECCt01� ' DATE
S � �
5,leffersan Ave
PLANNING D,�TE� Z I S
i20 N'ashington St,
�QNSE�YA?'!ON DA'I'E � �.
i20 VPashfngton S#;
ELEC3'RfGAL ' DA'I'E
48:1;a1'ayet_te S
E'!'RE PRE�'ENTIQ DA.TE��
'z9 Fart Averitie
I-I�ALTH D.4T� . -
)2U �Vmshfngton Si;
i3lilt�D1't11G INSFECTE?1t DATE
I2U �Vashington 5t:
`°"°'T"�, Commonwealth of Massachusetts �
f� _, �
� - Citv of Salem �
: q
'D� n 120 Washington St,3rd Floor Salem,MA 01970(9�8)745-9595 z5841
� ° Retum card to Building Division for Certificate of Occupancy �- .
Permit No. 8-15-1049 P E RIVI I T TO B U I L D
FEE PAID: $1,470.00
DATE ISSUED: 10/612015
This certifies that NURSE WAY BUILDERS LLC
has permission to erect, alter, or demolish,a building,,,__148 MARLBOROUGH ROAD Map/Lot: 90021-0
as follows: New Construction - 7-2 Family CONSTRUCT NEW SINGLE FAMILY HOME PER PLANS r
SUBMITTED LOT A � �
Contractor Name: pAUL HERRICK � --•� � I
DBA: �
Contractor License No: CS035254 � +
�, ' 10/612015
Building Official 'r' ,f` Date
This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within�six months after issuance.The Building Official
may grant one or more extensions not to exceed six months each upon written request . O�
e .�
All work authorized by this permit shall conform to the approved application and the approved constructiondocuments tor which this permit has been granted. � i
M I `�,
All construction,alterations and changes of use of any,'building and structures shall be in compliance with the local zoning by-laws end codes.
j i . 3
This permit shall be displayed in a location cleady visitile from access street or road and shall be maintained open for public inspection for the entire duralion of the
work until the completion of the same. � � � �
The Certifcate o(Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit.
� ____ - �- _. .. - . - _.�"'''' � ,
H�C#: "P�rsons contrecting with unregistered contractors tlo not have access to the g�ty fund"(as set forth in MGL c.142A).
Restrictions:
i
���_ �
I -- ---- -- - --
Building plans are to be available on site.
All Permit Cards are the property of the PROPERTY OWNER.
L —
- These drawin s are intendetl for use b an ex erienced Ogar Code Off'cer � '
9 Y P mesearev�eaesipneanomepians,eesianeemnnnyqooe �
- Wall TVDes • professional builder in responsible charge of the entire � e q a i cron erawnqs m pe pi �m n mame
projec�,inclutling but not limited to mechanical,electrical and p' a a i � ome r.ames ma�naa� ai h'c � e wnere
Ex�eno�we1152x6wootlsNtl - ������ � d( I t PM1omeplansd'scl Ilepo bllrywespll
imenorwans2x4wootlswa.unlessno�etlomem�ise Rihanna sitework. Anyadditionaladaptalionforlhesetredesoro�her ' p erryo`wenus(nmorm)anem . weenmurqe
a � , � m i t n ners�o use a Quany t -ie n <a ass s�
Uades mus�be delermined prior lo stah of mnslmction.
Wali e s � � � � � - m Um rneva,e,e�ao�scie� m i a osw�e
- Contac�Artformforanyatljustmen�sneeded. - • � � �j -e ' aar meeinqwa'npnwymtaa i�ytume�
O 2xwootlsWdsonNe�at � � �.. � _'_, � Idk . W p "bl b tM1 g N t E edly .
rel t tl� IM1 4 q tll t� c q Ilyb -IEe Id t
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2009 tl cl .
- = O 2x6 wood slud wall 16"oc _
1 R si (S ( R304)
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� K2V NOtES . _ _ 3 Floorspaca8c"IngM1eiqhta[Toile� Ba�M1antlS�ower5paws
_ _ � � (Sedion R30])
� 30'x22"MinimumAlticAccess � _ � ��� 4-HalM�aywiOPis(Sac�ionR311.fi)
A' Panel-Insuletetl(R034"x26') e-F�loorspeceBnfronioftloors�(SectlonR3H.3)
n . ' C )-S�airwidP-T�estairsinourCasignswillLeaminimumol36"
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wi1M1 R311].1 wl[�Ins�allatlon of rortetl M1anErail.
8-S�airway heaEmom(Section R3H J2)
V Ve�ifysizeoffzW�eorepPliance 9-SlairVeatlsantlrisers(SeclionR311]4) �
AEjusl tlimensions to accommotlale t0-Lanaings for slairways(Section R3t 1].5)
Snug-Door or Wintlow trim will be snuB 11-Emergenry Escape Wintlow Sizes(Section R310.1.1,
� antl ma neea[o be cu�down ' R310.1 2,R3104.3 ana R310d 4).Caseman�windovrs may .
Y \ reqWre manufacW rer's emergency escape wintlow�ardware.Will
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S�) SmokeOe�¢c10ftQi0re¢Slh¢lics. 5'-9112' H'41114" ��'-61/6'� 3' a01/4 ZZO manWacWrers9mdnUtdCWr¢�rspublPM1eE � -a5e�ll�avebean
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P 9 I 0032068� I wilhGarageslabelevation areas. Y 9
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- p H � 4491=_ -6411 - afeds c
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� otherv:ise. E "' N L3 1I2 x 3 V2 PSL Post or � � � N'gn face of sWtl wiN E I �'�. NI 1"f ' I C in c r�st fo a��f fst tl earess:
_ _ _ _ . .. .. _
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q exterior reted roof sM1eathing i51f mofng fell ice 8 water a � o i � I "+Oo� ' �
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. U � � � � I STAIRS UP�0 2nd Iloo[ "I CIOS I for cons�ructi�n only a[ �I pmpe ' ' g
m 4-Provitlerwfantllorceinginsulatonpercotle. Pmvitle _ I Ljyjp �, � y li.� toconsvuclonrzo ,n I , rval'on tl 5tlnebu�notlmitetl
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rc packcelluloseostalleda�raRere tlfllingndgeandeaves '' � O I /� I��. UseofNesetlravnn IsaeU�ese ters'savolalonof
„ ��a�ding b orforNurs W BuilderS,LLC i �o° aa""1e .
generallycmVa na�'atesvenfng balt nsvlationalways - - - — - --- - - - � �— -I_ - _ _ - � y � �Y I I., reaeralcopyrgntlaw pwsM1aElebybothcvlaclonanacnminal
requiresventing). ry i, �. i I Shearrequiretlatfarlekandfarrighlof - Omseculon. Ilsalsosleaingorenabing�heflwM1CM1doesnt
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� 5 P�ovidesmokede�edorswhereshownwhererequired �� � ( � I I I , yo � MakngcM1angese g fca�cM1 g tl o�cM1angettis.
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6 ProvidefreressfvematenalsxTererequretlbycotle, 2 f .-_� ' -- 2� �n�beweeM1ourswheneverybotlyelse I p g!
-ncluding but not Iw tetl 10 freslopp ng at penevations,1IT � 00-3069 . ' S" k 9 2" 6-5" `�
A tlrywallonwallsantl5l8'tlrywalloncel'ngsloseparate � . I � I � '. W01@82]5 WecanOrovtletlrawngssutablaforusanob�anngtlesgnor
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c separationoftlwelings(wheramorathanonedwelling , ` ¢Aonngapprovalsw mng panneo
d presentintlesign).antlproleclionof�ammableinsulatioq i 16'-33/4" �p_6� 2114�� ns�rvtlontlrswings. Conuc�uslormore (ormaton. we
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� ]-Gonlrmbdtomofwintlowopenin relativetofreme. . � Seeelevalionsfortlemrativewvers xoreioqoueavuea:
g /\ 595qft P /'� mesemnstmciwpmnsAftEuoiapanor waoncono-anw�m �esponsbltyasoutlinedin"�earCotleOffcer"onthefrst
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� R6122,orpmvidecodeapprovedguaNs. - - - - - rsencnme�nlrx u e ur p i ti � imsacsgy hH : aMo I erm n iti n . w
E First Floor Plan ae=o-�s-�a,�� d,� e ie q em e ia me�mi«n�we
. 8-Gompliancewilhcotlerequirementsforroomssizeantl 9� 10'-0" �9 nerearveormno vi a n m u �v eire wurouiaeno Ifyouhaveanymncemsorquestions.pleasefeelfreeto
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ry.x rywa pping cope,aslistetlonlhefrsipage. Wecanalsooftenpmvitle
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ceilings.Atljust as requireC if ma�erials tliBec ' ' effordable su rtfor issues lhafare
°1 28'-0" pp'_0" I ppo yowrespansibili�y,sucM1
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q 9-Some vnntlovrs musl be ins�alletl witM1 a�eatl heigM1t . 50'-0' .
y B�aterorlesserihantheslandaMBO'or02V2"toprwitle � / -
LL clearence at kilchen rounters,ro meel mde sill heig�t or ro � (�� ,
clear mo(s. W�ere ap0�ox 84"heatl heigM1l is ralled foq \- �5> �4� � Artform fiome Plans
i nsId112x10head¢ltlgM1tmdOJbl¢tOpplate.framewintlOw pFHPoesignp25a.12aKR
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a 10.5M1earisonrywlleCOWwhereConUnuousPonalFrame Rih2nna
'h � Lot 8 168 MatlbomugM1 Rd 1
z will not suffme.5ee Section ft602.104(Pages 1]3-119)of
�' ihe IRC 2009. Salem,MA
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m Second Floor Plan
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<iJ Living Nea-Second Floor:1799 SF � (5> �4>
� 000a scr+Eou�E
ry NUM6ER OTV FLOOR SRE WIDTH HEIGHT TVPE COMMENTS ,
. 001 1 1 2468 R IN 28" 80" HINGEO .
�02 1 2 2468 R M 28" 80" HINGED
DoorBWntlowNores � p03 2 1 2068RIN 24" BO' HINGED
�00 3 1 2868LEX 3Y' BO' HINGED
1.Ra[edDoors: Provitlefreratedantllorsel6closingtloorswhererepuiredbylocalcotlesorlocalautM1orities . 005 . 1 1 2068LW 2A" 80' HINGED
p DO6 1 1 2868LIN 32" 80' HINGE�
2.Trimmetl Openings: Trimmetl openings not shown on s<hetlule. See Plan. �01 1 1 3068 R EX 3fi" 80' HINGED
' DOB 2 2 2468LM 28" 80" HINGED
� 3.Wintlow Tempering: Provitle lempered wintlows wM1ere required by local mtles or local authonties. D09 1 1 6068 L E% ]2" 80" SLIDER Vour use o(�heu tlrawings mnsliWtes an acceptance of I
TemOeringcolumnprovideGherebrmwenience. Windowshavenotbeenreviewedtortempering D10 1 2 2C68L 28" 80' POGKET responsibiliryasoutllnedln"OearCotleORcer'onihefrst
w requirements. ' �11 1 2 2068RIN 32" 80" HINGED pageo(thesetlrawings,antlonourwebsite:
D12 1 2 5068 VR 60' 80" 4�R.BIFOLD I n . m "on a5w
� D13 2 2 SO68LIRIN 60" 80" �OUBLEHINGED � � �m
4.Wintlow R0's: 1/4"or VY on eacM1 ot 4 5ides allowetl for wintlow R0's,typical. Raview freming siie vs
E D14 4 2 28fiBLIN 32" 80" HINGED
ROsize.Atljusipermanufacmrehrequiremenisantllortiuiltlerpreference. �15 1 2 4068L/RIN48" BO" DOUBLEHINGEO ��Yo�haveanyconcemsorqueslions,0�ease(eelfreeto
x� contacl us. We are hapOY�o dariy matlers Ma�fall withln our
D1] 1 2 11026REX2T' 30" HINGED
� 5.Egress Windows: Provitle minimum one tloor or window maeting egress requiremenls in basement,in smpe,as Ilsted on ihe frst page. We can also oRen pmNde
D18 2 1 8080 96' 96" GARAGE
�' each sleeping mom,in each polential sleeping mom,antl ot�er locations required�y brzl cotle,in sizes aHortlable supportfor issues that are yuur responsibiliry,such
� requiredbylocalcotle. NolelhatpumentwindowsmdetlbymanufacWrerasmeetinglRC200fiegress ' � asenergyEesigNwlcs.oratltll�ionaltletailing.
requiremen�s rypically need to be ortlered wilh speciFlc M1artlwara Emergency Eswpe Wintlow Sizes WINDOW SCHEDULE �
N (SeclionR3104.1,R310A2,R310.1.3andR3104.A�.Willalsocomplywit�NFPA101. NUMBER ptt WIOTH HEIGHT RIO EGRESS TEMPEREO DESGRIPTION GO�E MANUFACTURER GOMMENTS
� W01 1 39112" 23 VY 00"%24" �ES AWNWG PARADIGM . {��'({OfIf1 HOTB PIOOS
4 6.Basemen[Wndows: Atltlbasemeniwintlowsasrequiredtomeetstateorlocalwtlerequirements. W02 2 23112" 2312" 24'%24" AWNING PARADIGM
' Z NFHPOasignp25<.12<KR
p including�utnotlimi[edloeqressandlighVventilation. W03 1 2]1I2" 43V2" 28'X60" �OUBLEHUNG PARADIGM mmoe¢oiswenayweimn saaoai.ssss
F W06 1 35 HY' 3512' 36"X36' �OUBLE HUNG PARA�IGM �
F ].Skylights: SkyligMsarenotshownonthisschetlule,butmeyberequiretl. Consultbuil0erand/orseefloor W�5 1 35V2" 511/2' 3fi'X52' �OUBLEHUNG PARA�IGM Rihanna ^
y plan. N'46 2 39112" 51 VY 40"X52" �OUBLE HUNG. PARADIGM Lot B 168 Marlbomugh Rtl 1
r� WO] 4 38" 61112" 38VT'X62 �ES DOUBLEHUNG PARA�IGM Salem,MA
� B.Minimumwindowsillheighl: IRC2006antllaterrequiresihatupperFloorwintlowsillsbe24"fromfloor. WOB 3 231IT' 63112" 24'X44" �OUBLEHUNG PARADIGM va�=ra��nm.inomemnennseranmgu i.:�.ea..
s W09 1 23112" 43112" 20'X46" YES �OUBLEHUNG PARAOIGM aovneaieam:w�arzo�s.a,,.mq.nu Constmclion
� W10 1 ➢8" 61 V2" ]B V2"Xfi2" VES 2%�H PARADIGM . - . I
_ J
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-� TYPILAL PERIMEfER FOUNDATION WA�6: I
swcwrai cenerai Nmes' ��/ �5> �4> •a'poured concrete,a fl mrms,min�•40"rnisnea,witn ��.
- total of 3 reCaq as tollov.s:
1.Builtler shall rqnsult and followihe building code and other •(1)#4 rebaq 4'Gom lop
regulations In eRaci tor the builtling site for all conslruction� •(1)#4 rebar Q venical mitlpoinl Omit this rebar a�walls 6
¢ X Figh ar less.
tletailsnotsM1owninihesetlrawings. Repuiremen(stlescnEed � , . , 50'-0"
� here are specific b�his design antllor are providetl as ' ' I ' I I •(1)i!4 rebar,min 3"from bottom or per wtle
reference.AdtlitionalEuildingmdeorlowirepuiremenismay '�4'-11114" � 5'-8112" ., 5'-8' . 4'-8"-3'-0'�-4'-0114' 22'-0" •Lapcomers8splicesofrebarpercotle. ��
0
N
. � meleranchorbolls
0
°' apply , , 28-0' . �., 8T'
•Secure s II lo fountlat on w N V2"dia
,� . ___ .___ _I_ __ I I _I_ __ hat ext tl T'into concrete antl fgMenad with a nat antl
µ en
o � � . . � - . - , ' g'-3 1/ - 9'-6 1/6 asher Q 6 oc 8 max 12"fmm each comer 8 each end @
- ry 2 Bwltler shall ma'rnta n a safe worksite,including but nol limited - I �� ' �I - I � I� . 1 � 4 �-3 4��Z
fopmvsionoftemporarysuppoRswheraappmpriateand ________ ___ -___ -_-- � _ ---- - ---- - . - wootlsOsplices fbultupsllbolismuslextendihroug��all
' adherencetoapplrablesafetystantlartls. � Ir� � ' ' � � I--. - I. � sillplalesors[rapsmustsecureallsillplates.
� � �PerimeterFoolingrofrost, � STAIRSUP: 1
3.De���oo mo�setl on IM1e snow loatl Istetl on ihe framing plans, Type 8.828 Typical,unless 11 Equal Risers @]tl2"+/ - I -, ' I NP�CAL VERIMETER FOOTING.
90 m h bas c wind s eed Ex osure 1 e B,soil beann � ' �'I� � � 10'each as I I� I�I Up I � � � � 1.Ve�ify[hal tleplM1 of home ma�ches chart. DepIM1 Is
P P P YP 9 notetl olhervrise 10 Treatls @ foundation tllmenson eave to eave. ContaclArtorm
capacityof2000psf antlSesmcCategoryC,unless � . II I - i i measarednosetonose�� � � � I - I HomePlansif oubelavetM1ecM1arldoesnotma�chthe
olhe�wsanoletlon�he�2mngplans. Builtle�shallpromplly I _.I � i ,' , I ' '_ ._ . � � m I . I plan Y
blormArtformHomePlansoldfferngmnditions. - -' . , � � �
Basemenl egress is req 'etl eg ss stairoption I . I 2 Select column fo o I atl shown on Ne slmcWral plans.
. Foundatons ° I I I I s�owrtBuiltlermayrelocateegesstosuit I � � �q ��� 35electsolbearngpressrebasetlonsoillypeantl/or
� � -I�� , i bvildngsteantlmaysubs(Nteothercotle � � �— forconsimcliononlyaC � � consNtalonwthc tleoBcer
' 1.No footing shall be povred on loose or unsuitable soils,in 4 I "��I I wnfomi ng egress,such as wndow wih egress I � I For Mished base enis vith LOl B 148IMarlborough Rd � - � 4 The requ red fooi ng s ie s atihe intersection of Ihe Snow
water oron frozen ground NOTE:Foundation reinforcing steel window well orwalk-out tloor if gratlin i allows. Energy Slaq retluce slair witlih Loatl and Soil PSI. Rebar is not repuiree.Key or pin
� � .'�I� Is to be installed in accortlance with I � i � .� � �0 36'l fun antl insulate al Salem, MA � � founCalion wall to footing per code. For the purposes of
2 All ex�e�iorfoolings lo confotm�o all applicable cotle I : ��i I all applicable pmvisions ot IftC 2009 I �,, I walls by or for Nurse Way Builders,L4C � ��. � Pe�milting,soil bea�ing tor New Englantl is assumetl�o ba
requiremenlsbrtroslpmtediort Section404.122 I 1 I � i 2,OOOPSI.
� .' I - ' ' � ' � � � � FAQ-Atltlingrebarlofoo�ingstloesnoVetlucetM1erequiretl
Posl:3 V2"otl wncrele flletl - yntlth. Rebar aRec15 pertormance witM1 eartM1 movemen�,like
3.All concrete shall have a minimum wmpressive sVenqth of at I ..I I �
leas�3000 PSI a�28 da Pipe post lyp @ basemenl. I-- _ - -i - B I � � Fill Untler Garege I I an earthqvaka antl M1as near zero eRec�on bearing ca0acity
'�. I .�'I P�o�me:oi a eiookme��noo � _ � ass sa n I � I .
6 Poundationachoragetocomplywi�hIRG2009Secton � �' I� Bea Pocke� � r 1 �--� r -� � . � � . � o
R4034 6,If shall mnsis�of m n mum s ze V2 a ameter anchor ' � I I m Pocke�
boltswlh3l16 x2"xY'wasM1ersatamazmumof)2"ocfor � � t � � I � � I � � � � . I � ' � �
n
iwosloriesor48'ocformorethanN✓osNnes,mazofl2'from - , - • • , - > - _ -_ - .— _ — - �-. - --_ - ,
each corneq min o(2 bol4s per wall.Anchor bolt shall extend T' ,.� � ' I 0"x -0' J'- "F tinL I I I I I � 5-8 l2" ' R311.1.1-Stai(ways shall not be less ihan 36'in Gear r � - � � '
� � �. � �
_ widih at all oinis above ihe ermitted hantlrail hei ht antl
'mtoconueleorgrouledcellsofconcretemasonryunits. Be � TTJ �---J L- i N � P P 9 � . �
awarethata araeuntlerma becountedb ourcode x belowiherequiredheatlroom�eighLHandrailsshallnol
9 9 Y YY :° � � 3- 3' ' 0 00 � pd• p4"x1T'Poolin I � � � �
m ��. 9 I m � pmjecimorelhan45 onethersideofthestairwayandNe
otfcer as a slory.Atltlilional ancM1orage may be required al I �.I wiN(4)p4 E W.BOLL typical, wilh(3)tt4 E.W.Boll � � m nimum clear witlt�of tM1e sta rway at antl below the � � , �
braced walls .. _ � . ._unless notetl otM1erwisa �___ _ _ � -.-�- �-- � -- hantla I height includmg Veatls antl lantl n s shall not be '- � - - - - - - -
I a . GCaPtionW 9
I .I Unfinished � i I less Ihan 31 12"where a nantlra I s nstalletl on one sitle � I �I
Wootl Fram na I `� � '
� � � � 686 sq fi G ards req 'req 3'-2112' ' � � antl 2]"w�ere hantlrails are prov tlatl on boih sitles.
t nn s�mcwrai wood snan ee iaentiFled by a graee mark or m � � I ' a°� I � � � � � �
or Railings
cedifcate of inspection by a recognized inspedion agency Local b ld'ng or energy cotles i . (2)Rebai req 'red In ihis fooling only,
in � � may req ' lat on at STAIRS UP,t ist Floor F / i �� � (or full witltM1 of ga age face. Use o( � I
2.SImcWralwootlsballbeSpmcePlne-Fir(SPF�#2orbeuer. I � .I basemenl allsantllorslab.GC 16EquaIR'srs@]]I16"+/ � � � � rebarinotherfootngsisoptional � ' �
I I I I sno�ia iuo�ai om��ais. I n rreads @ io•en�n,as I-- � -- - - -- - - --. — I I .- I_ .
� o elecincalsenceanoundi�ide CO SD o� � �RO. ConsultGC --
c Im
0
� 3 VJhen usetl LVL or PSL-ndcate Laminaled Veneer�umber k measured nose to nose Suppotl repu red. May be via l
n I o�ParallelSVantl Wmber�es0eclively Producls use�sM1all � � �'� 2 Lantlings I � I bu It up post (s n le masonry I I
� equal orexceetl t�e strengih O�operlies for t�e s ze ntllcatetl )
� m I as manufacWrered byTmsJo st i � 9 P 9 . O� Up � __ __� i J � �
a I �
m4 Whanusetl,AJSindlw�eswoodljosisasmanutacWredby Z ' `------ -- --- � ---- .. . "'4 �� ' � _ Z�
BoseCascade. ProtluctsofaltematemanufacNrersmaybe `� �� � ' � � - � ' � �' ' �. � � ' � � � - � � 8" ��
J� . . . . . � ". 2 2 � 8 6 � g.6•• . 2•2• .
c I r�U � -- � ---- bfro
�i p p peufietlxceetl Ihe slren �h , 4, S-81IT ' S'-8" ., 4'-8" i 3'-0"�6'-0110" Verify RO Requiremenls of�oor 8 Ooor Loca�ion. ,
subsliWtedpmvitledtM1eym g ' -- ------
m e�liesforihemembers 11114"�', i .
�O S.AII�oorloislsshallhave0ritlginginslalletlalmid-spanoral i � I I stBellorPoured �
� e'-0"ocmaximum. o Footings�Porch,20"Basa
< ndation Plan ' s'w1he"5onotobe
� � 6.FloorsystemsaratlesignedforpeRormancewithsvbfioor II � .
N 9weaa�as�.e�a � Structuredesignedfor - '� /�� �, [I� __ _ /I�.�i
�.n�vos�,pro��aasorao-amm9roio�m9ms�pponseeiow. SnowLoadof50psf �� � �� , ��' cwaemsonrsi
Provitle minimum 1 tl2"Eearing IengtM1 for all beams antl �, 0 i } 3 a �5'-0" � 5'-0" �, � Solid 6xfi PT,typ Q Pomb Columns
heatlers,unless noted o�herv+ise. ' � � ������Q,' See elevations tor decoretive covers 3,000 Santly gravel antl/or gravel(GW antl GP)_
" 2a'-o^ 24._0. z.000 Sanq silry sand,clayey sand,silty gravel antl
V 8.All wootl permanen�ly exposetl lo Ihe wea�M1eq In con�acl with � 50.Q. � I clayey grevel(SW,SP,SM,SQ GM anC GC)
m conuete or in wntact with the gmund shall meel code I � I I 1.500 Clay,santly clay,sil�y clay,clayey silt,silt antl
o requiremems for wootl in ihese envimnments. santly sil�(CL,ML,MH antl CH)
� 9.Deck ledgers shall be semrely atlachetl lo tM1e svucwre antll �1l /� �5> l4> �
. 'O or intlepentlently supported,inGuding against la�eral I �
movemenq per building cotle requirements antl best r� �
practices- Unless otherv+ise note4 tlecks shall have solid '��� G Footing Size up l0 28 ft plan tleptF � �
4x4ptpostsupto6Xabovegratla,andsolitlex0(orM1eighis - BuillupbeamJ -simpsons�miy-i'ieaosiCao Type8.828 8%nominalbasemenlheight
above roat. s'ae per manufacwre�s recommenaanons 8"fountlation wall
10.Wherever beams are no[etl as Flush tremetl,install joist Full basemenl plus 2 stotlas
hangers al all joists,sized appmpriatetyfor Ihe members Snowloatl ,
`m being connected 50 60 ZO_80
p NOTCHBEAMPoRMUDSILLIFREpUIftED. ��� 3.000 i6_x6=18"z8" 16_x8� 16_x.8_
= 11.Suppori tM1e lower end of roof Eeams via minimum T' �Imax.nomn equais Va ee0��of eeam) P51 �2A�0 18ZnE�].82n_ ' 18Lx 8' 20Lx 8"
°��' horizonlalpearin ona osl.led erorviaana tel �R'A�RSFACE . -311T'oCconcretellletl � 1,500 22"x8" � 22'x8" 20'x8" � 2G"x8"
_ g p g ppmpria y � �e� steel pipe post,rypical F tl f C t t Ch k L' t
sized antl wnlgured hanger. - //
- �i �a` ConfrmorreviewlhefollowingpriorloforminBBPouringfountlation Vouruseofihesetlrawingsmnstiwtesanaaeptanceof
� 12.Where mWtiple beams are supportetl on one posl,provitle -� �� responsibiliry as wtlined m"�ear Cotle Olfcer'on tM1elrst
Inilials�ateChecked a eo(thesetlrawin s,antlonourwebsite:
-� min2"bearingforeacM1,viaeiRierappmpriatetysizedpos� � � P 9 9
� cap or additional post(s). � hu . hom I n m rm naitions.a w
VAPOR BhFRIER COOfTIed SOiI b¢afillg
E � Slm sonbase late-install er -
13.Han rs,posicaps,tiesantlotM1erconnedorsshalibeas �sHiMsm�eve�eenm � P P Ifyouhaveanycnncemsorqueslions,pleasefeelfreeto
i 9e � manufacWre/sinslructions ChecketlwlGCforatltlatlfoundationslepslosuitgrade wntactus. Weareha todari maVerslhatfallwiNinour
, anufacWreEbySimpsonSlmngTe,astlesigneCtownnect PPY �Y
ihe members showq antl shall be'mstalletl per - -`�r - smpe,as listetl on Ihe frst page. We can alw oflen pmvide
& manufacNrefs insimctions. I a'MIN Top of(ooting min 12"below _ Confim sill plate Nickness Qoundalion bolk lo exlentl ihrough all) aRortlable suppoM for issues tM1et are yum responsibility,sucM1 "
a ' �' I BEARIrvG botlom of basemenl slab as energy desiqNcalcs,or atltlitional tlelailing.
A ' `I`SORFHCEFOR � _ COOfllrtiedgd�dg¢tlaa�siie
in � ' 1 WOODBEAM {�
LL ' ' ' '�FOUNDATION WALL ���,"- _ Checketl wIGG for atltletl basemen�wintlows
I —seePia�fo�Fom�e /�-{-Z Artform HomePlans
z � J CheckedwlGCforatltletlbasemenlmantloors nFHvoesignw¢sai�arca
� Beam Pocket `� � �zo�_zo,swe�a�we��o� 8034J18559
F �
r Scaleil2"=1'-0" _ Conflrmetlsize581ow�ionsmecNplbgpenetre�ions Rihanna
'^ Lot B 148 Marlborough Rtl 4
y Confirmed sizes and loca�ions of Oeams wIGC,atltletl or atljusted Eeam pockek Salem.MA
� n¢'=va'unimami�omem�.�/Pnm�rt i mmr�
. g Typieal Basement Post Confrtnedlocalionantllnstalledelecvicalservicegiountling-SeeGCforlocation wvr,pmeeo�:enarzo�s,e,a..onynm Conslmclion
' - � - NoltoScale - '— - - "— - - I
J
- - - — -- ,
Purpose of story pole is to '
Cemonsirete compliance wi�h 20 fl Top of Ritlge-
ezlerormazimumantl2a"inlenor � � � �.
NOTE:Por mof pilches and overhangs see Root Plan � for conslmcGon onry�zC �
a (z)zxloHeaeer mnmvm , . . , . , ... .
s�n oeua-a�s�a�ca nom eamm or -� ' . . . - Lot B-148 Marlb'orough Rd �
r.amemw�ao p ��q. sn . . . . - - . . . -.- �Salem,MA ' - . . � . . . — �
-i i oei�ava.esr v �oa• �mos� � _ .: � . " _ -byorfor.NurseWayBuilders,LLC�' _ � - .
brantls. Gonf 5'll�elta with -�
'ntlow manuf ctu ec � _
` 5'll oelta,see noles� � D mensons sho n I to fal ��4.Shatlow Boarq rypical - � � ' .
�PY �YP�
Fn Floor m �� Double Hung 'ntlo Manualty 1 x 8 Reke.Typiwl� Trim-nominal 1x8
Open ng m n 2-�" adjusl d'mensons M1 re alternate ,
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- demonstate compllanre is recommentled. .
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a Window Story Pole
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N NOTE:For roof pilches antl overhangs see Roof Plan
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Vour use o!these drawings constiNles an acceptance of
- Demrative brackets responsibility as outlinetl in"Dear Cotle�cer'on the frsl
. page ot these drewings,anE on our web site:
� - forconsimctiononyaC . � M1u . amo I n sC n iti n
o LOtB148M3dbOroUghRd . Ifyounaveanyconcemsorquestions.pleaseteeifreem ,
� Sal2rt1,MA � . contact us. we are happy m Gariry maaers ihat fan wim'in our
N b or for Nurse Wa BUIId2IS,LLC smpe,as lisletl on Ne firsl page. We can also oken pmvitle
$ Y Y aRortlablesupportb�issueslha�areyourresponsibility,sucM1
Q APPROX t V2"HIGH FLAT STOCK - as energy tlesigNcalcs,or adtlitional tletailing.
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Sa�em,MA � � - � TREATEo�EocEa vz�ao�is I
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nlBasementer is qegressaoor �aical Deck
- Rear Elevation optionshowo Builtlermayrelocateegrasslo NottoScala
suil�uiltling site and may substiWte oNer cotle .
� conforming egress,such as wintlow with egress �
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� NOTE:For roof pitches antl overhangs see Roof Plan�. �� -
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. W09 Q 862$••" '
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� Lot B 148 Marlborough Rd �
- � . - Salem,MA -_ _ -
g ' by or for Nurse Way Builders, LLC �- �
w � � � � Your use o(Ihese drawings constitutes an acceptance o(
'" - II_ 0 I II � / � responsibilltyasoullinetlin'DearCotle�cer"onmeflrs�
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E . .W05Q82]5•• W02@82]5' W02@82]5"
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� ' - scope,as listed on Ne frsl page. We can alw oflen pmvitle
m Slmdu�almlumnwiN aHordablesupport/orissuesNala�eynurresponsibili�y,such I
a � - . tlecorativecover � asenergytlesignlwlcs,oratltlitionaltlalailing.
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CenterofRidge�! i �° �
m _ _____L_______J___ __________ _____ _d"________ _______I__ �.
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, ��—Etlge o!Framing --- -- i� - Edge of Framing—�� 12'-6' 12'-6"
i I I , I � i �Centerof Ridge �
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i i I
� � � �, �—Edge of Freming __ I Slacketl Rltlge Minimum HeIgM I
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� � T% \ � . (8)10 tl nails,lypical al all
i_ _____�________i _ _______ _ _��� `. _ ceiiirg�oist ___ __ Q� Joisl Atlachetl to Rafler �ceiling joisl or ratler tie �
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� /� j v Ceiling HeigM1t -�
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connedions to raflers,typ.
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i � Bdrm � � �I I
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' �_ Subiloar � � � /�
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' � ----------- Topof2N�Floa�SubFloo� r
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�LVL tlown 1l4"ro acmunt br diHerenlial (2)2x Top Plates�
I^shinkage,supporl loisl witM1 hangers as
, I�recomentled by ihe mawfacWrer for Ihe� -
csizeofinembersandlributoryloads,ty0� � forconstmcliononyaC
Lot B 748 Marlborough Rd
Salem,MA
Livina Room Dining Room 2, eovom aia�e—,\ m by or for Nurse Way Builders,LLC
- � TOP o(, \ ` CiBraae
s O SubFloar� `
a
, a __________�_-__L_ __ ' .-___________
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E � Fieltl Venfy-�°i
m Assessclea2ncebetweenbol[omof � (2)2x6Sill
e beamsantlbasementslabp�io�to forconstmctiononlyah .(PTagainstConc)� TopoBlab ----- --- ---
m framing.Fwsn hame beams if required m Lot B 148 Ma�lbOfOugh Rd
pmviaeminimumofel"Gearance. Salem,MA
b or for Nurse Wa Builders,LLC A55Omea POOf
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Local builtling or energy codes may require i �
e insulationatbasemeniwallsantl/oruntler 4"SlabFloor� '
= , slab.GC shovld<onsWt local oRdals. -
p _ � � I
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m k �o,3�� 4 Cross Section Cc� Garaqe
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/ � �
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� Vour use of�hese tlrawings consliWtes an acceptance of
. c ' responsibility as outlinetl in"Dear Cotle�cer"on the frst
-m ' . page ofthese drawings,antl on our web site'
p � F / rtfarm rms n iti n . w
m r Top oi ist Floor SubOoor
o - � Ifyouhaveanyconcemsorqueslions,pleasefeelfreeto
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� � _ smpe,as listetl on 0e frst page. We can also often pmvitle
°� � aRo�tlable support fo�Issues�hat are you�responsibillty,sucM1
` PrecastBellorPouretl i � asenergytlesignlcalcs,oratltlllionaltletailing.
Footings@Porc�,20"Base 9 i i i 9"
Iofinsiwith8"SonoWbe 5-0" � 5'-0" -
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Mimmum Heatl Room 80"-� Wall Height-��
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- r . � ______________________ _ ______ __ _ Subfloor � _
� , / I o g��q^�oist 8 3/4"SubFloor
� . � . __
. `
/ . . I__.�____________
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Line of Stair Clearance � TZ �ivina�xoom T°P°f
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in��=r
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. Qearences sM1own ao not assume Insulalion .
m \ 25'-0" ' 4 underiM1ebesemenislab.lfthatlnsulatlonls
` � atltled to meet local energy mtles,atllust Assumetl Pour
i
� F �2�'6� �Z��"� � IFromB'Forms
Center o(Rltlga�� stairs as needed,see Detail T2 for freming
_ i�-Etlge of Raming �i Etlge of Raming��� � atljusMent m gain atltlition heatlmom. �
� i -___ i
e � -Slacketl Ridge Minimum Heig�l �
- v .
n 4"Slab Floor-
� � � �
m __ _ � i _ _______ � ___________ __
_�. _
c (p1� i i - —PenmeterPooting
� � ;Q � 2 Cross Section @ Front Gable
m -- -�i - Geiling Jaisls \ �
3IA' 1"
. � �{I _i_ _ ___ 1I 3/4'1" ' _
y I �i I � �Subfloor ` --Latlger �Subiloor - Ledger rip Ram deeper member
� I � Typ Treatl Typ Treatl
� III III � � � � m �� —iT"I- � ' ��'T
d Well Hel9ht-�` i �� � � . � �.
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� . 9 � C - . � � OPt 12'GYP Btl on SvaP�ing ��� I .
N - -- -Top af 2ND Floor SubFloo� Blockin between sUin �
g gers � Bbckingbe�weenshingero-
� � 2x6 Wall faming� I 1I2"Gypsum Boartl-/ �'1
7
De�ail s�ows assumptions used torfroming plan RO Oetail shmrs assumptions usetl for(raming plan ft0
� RamermayatljusllosuittllfferenMeatlsuppotlme�M1otls . Framermayatljus��osuitdiffereniheatlsupporlme�M1otls
q �� � Top of Carriaae (Bl Top of Carriaae (Cl
�
- ' Garaae �� � u q
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� ' . II Vour use of these drawings conslilules an acceptance of
_ � --- -Top of 15T Floor SubFloor responsiEilily as outlinetl in"Oear Code Offmef on Ihe fi5t
rn � Oage of Nese drawings,antl on our web site:
o �-Fieltl Veriy
h me lans.c diti .a w
o --m{ 'Top of Slab If you M1ave any concems or questions,please feel(ree lo
? I conlac�us. WearehappytoGarifyma�ters�M1alfallwiNinour
II -scope,aslisledonNefrstpage. WecanalsooflenproviEe
I affordable support for issues�M1a�are your responsiElliry,such
� I as energy tlesignlwlcs,or atltlitional detailing.
N FillUnderGareqe _ �F�,emveray -
y � iktform Home Plans
� � AFHPCeSgnpP54.44KR
0 02008-3015WentlyWel�an 603<319559
F
a � - Rihanna �
x -- -Perimeter Footing to Fmsl Lot B 148 MaAborough Rtl
� Line of Stair Clearance 5a�em.MA
s 5 Cross Section Ca� Garage Dormer Middle °°F°a���°��5�'��,�°,s`°:���^�'' ��^���_���^
� �1 �� 4� Built�uo Beams' .
Unless otherwise noteq wnnect mWtiple pty beams as
bllows:
. 9 � (219114'LVL. .
@ •Flush framea
I , I I I o (2)rows 3 3I8"irussLock @ 24'oq or
'� � ' I .Ramatl2untler 2D ows 10tl a@ 24 24"oc
� A 11 1/4" 5'-8 VY S-8' 6'-8"�-3'-0'�4'-0 il4" O r �
� ,� { � � � � � (2111114"LVL-
� •Flush fremetl
a I i)� 9e oofwnoCtlebu�mus9have I U plumbd bnaa�l�umti eQu etle - � -' �- --'— - " � 7 '� � .Frame(tlu der(DSowsxl0tlnals�@24'
m I ----'�� _ � ,., :916'LVLorareater' @ �oc.or
ows33I8'TmwLock 192'
__ c
1 2 oc
O p Flush hametl
� �, � � -- --- -- �' � o (3)rows33I8'TmssLock@ 9 "oc,or
I � o I I � -- _ ' - -" - � I .Frame'tl u der SD ro'wsxl0tl naCl�le @ 24"oc
�� I x I � � NOTE:Our beams sizes o%en CiRer fmm prescriptive code,because our
a�I for nsl ctio only 1: I N tlesigns are arely iM1e oltl style box colonial or cape with a centar bearing (319 1/6"�VL'
I I LOt 1 8 �I ro gh d wali upon which prescnptive mtle is basetl. we size our beams via •FWsn Gametl
� Sa� m, A � j calculationsforihisspecifcdesign,wM1ichmaycarrythoseloatlsseparetely o (2)rows33I8"TmssLock@19:Yoc,or
� via ucontl iloor beams antllor mof Vanster beams. Beam sizes may not be i o (2)rows 5�5 114x3 12 @ 192"oc
by f f N SC 8 Bu dE ,L C: reducetl or alternales substiWleC witM1out our express permission. In states .Framea under (2)mws 10a nails @ 24'oc
Assess Gearance behveen botrom of where ihe tlesigner is a licensed archi�ect(NH,MA,ME 8 NV as of Ne date i
�beams and basemeni slab prior lo i ofissue)we are happy lo slamp our tlrawings al no atltlllional charge. in �31 i t il4"LVb
�.freming.Flush freme beams if requiretl to other slates we are happy ro provitle calculations. Atlminislration tees apply ' .FlusM1 frametl
',provitle minimum o(81"Gearance. � � wiPi pmv s on ofcalcula(ons Gotle oacer is enmua9atl to rall with any i �
II I'II II II II �I I Align Sta iwell Framing � b � �h d � o (2)rows 3 3/8 TmssLock @ 16'bq or
I� witM1WallFra - g ques-onsaovourme oology. � o (2)mws5�5llCx31@@i6'oc
i I FB3:(2)2x10-Frametl Under(Continuous.Do No�Splice) ,, ' " I I •Framed untler(2)rows 10d nails @ 24"oc
� � FB4 (3)2x10 Untler
" _ I._ _ _- .' , 59. 8 . _ ._ - . _ .. . - _ _ _. _. -.- i " . (3Flushfametlrea
�h __ — . . .. _ 1 �_ _ _
ter
� �� I� � I � I� � �� M ' �I � o (3)mws33leTmssLack@ifi"oc,or
i , m � � o (3)mws SDS 1/dx9 1/2 @ 16"oc
� 31/2 OD Pipe . 2=6 V2'Ij� " �� I •Fremed untler (2)rows tOd nails @ 24"oc
5 �� I I
- , � Posls�n basemenl below. - . - ..'- �". _. _. _ . . _ . _ . . . '._ ' _ _ __ .-
os s own are I
'� unles atherw se noled. �. . I . . . . � (419 tl4'LVtr
�.. p I 3�-z��z� •Flush frametl
` � � ` Qearances shown tlo not assume � I I o (2)mws 5"TmssLock @ 16'oc,or
� . '' � o __ . i !� ganascla�iodeseddetlstomeetlocalf .Fluslhfau tl �DSowsFlOtl aAs@24'bc
a m �
. � � � X ne gy odes atljust sta rs as neetletl �
o� n eeOt IT2(orGam gatljusimenito � 4)111/6LVL.
'o ' � � atlTonalneatlm . I �' metl
n � " � .B v � � �-, � � ' � 0 2 rows 5 TmssLock Q 16"oc,or
� I � T2 � �. . o (z).o.,ssosva.s@is•oc
a I .Famea untler (2)mws t0a nails @ 12"oc
m `J -._" -_. �I �--- . - „- __ � __ .:- -.�. �. . s_zva._.._. --� l_� C.._,: `Z; w11s�LVLora,ezter
o . - .�=a.> -.� m �. _ . ._ _ v
J .Flush framea
q . ' . _. _ I_ ._ _ � . 9e yp - - \ o (a)mws 5^iruss�ock @ t 6'oc,or
PL Letl
c p I , o (3)rowsSD51/4x6@16"oc
" d •Fremed untler (2)rows 10tl nails @ 1T'oc
¢ � � o
m F I q BeamSu�stiWlions:
' ' I m I ' � (2)9 V4"NL may replece e double or viple
w � 3 - -- - - - _�,�J � 2x10beam. Noo�hersubstiWtionsareallowetl.
`�
Conventional lumber beams MAV NOT be
4 9�� 5'-0"(Z'PT�xBBeloS-0 I9. � substiWtetlforLVLbeamsbyany"mleof
� . �hump". SubstiWtionsmus�becalculaletlby
' � � eitM1erArlformorasVucWralengineec If
o First Floor Framina I Soli06x6PT,typ@PorchColumns- 210 falculatedbyastmcNrelengineeqprovitle
y Seeelevationsfortlecoretivecovers _ stampedplansand/orcalculations.
`° Structure designed for
J Snow Load of 50 $f . We spedy LVL beams as built up membars m
P allow framers to use existing stock. Vou may
� y �11 1 0 1 3 3 a <5� (Q� subsliNtesinglepieceLVLsofequivalentoverall
�SN � � � � sizefarbuilbupmembers,unlessatherwise
notetl.
� Builbup members MAV NOT replace single
p pier�LVCs where spedfietl.
POSTALIGNED WITH � Where a beam of 1 3l4'or less in witllh is
� POSTBELOW,TYP� specifedasGametlontler,eilherbracea148"or
� tlouble member for la�eral s�abllity
¢
� PROVIOE EXTRA 2'X I I Follow manutacWrer's inslmciions both fo�Ins�alla�ion of joist
, °i Framrs h k ist BLOGKINGSUPPORTAT ' hangersloloistantl�obeam.Thellstationbelow,bySimpson
(j Confirmorreviewthefollowingpriortofaming: STRUCTURALPOWTS— I StrongT'e,isprovidetlasacourtesy.ConsNttheirfulimanual youruseoftM1esetlrawngsconsCWtesanacce0�anceof
' tor acceptable fastene�sizes and o[�et impo�anl InsVuctions.
InitialsDaleChecketl - ���� "I responsibilityasoutlnetl n OearGotleORcer"onthefrsl
m 2'X BLOCKING page o(Ihese tlrawings,antl on our web site:
" Raming Plans�oor plans,elevalions 8 sec�ions on-site 8 revievretl OVER BEAM � I 3l4"SUB-FLOOR SHORT NAILS Oa nm usesnon p'h'1 hlmYlwww arttormhomeolans comlTermsConditions a5w
0
� i GLUEDANDNAI�ED nailsforJaubles�earnailinq.
o ' Confirmetl wintlow brand antl sizes,atljustetl RO's N10 NB Ifyou M1ave anymncerns or questions,please feel free to
? mn�ac�us. Wearahappyroclarifymatlers��alfallwiNinour
N Confirmetl kitchen sink localion 8 assoc.wintlow � .
N �I; t' smpe,as Ilstetl on ihe first page. We can also oflen pmvide
Confirmetl tluct cM1ase sizes .�i y�� atfordable suppon for Issues thal are your responsibiliry,such I
Q �. , as energy tlesigNfalcs,or adtlitional tleleiling.
y _ ConsN�GG re:regional adjustmenis lo framing member sizes per lumber yartl wlculations � I
LL BEAM �
` If rafter size c�anged to accommotlate snow load tliRerent,reviewetl tletails.patliculady � I � Artform Home Plans i
zwherewindowsnearroo(s,forneetletlatljustments . pau0lo�he��miling ShOtlllOilli qFHPOesignp250.IICKR
O SIIOYI�UHNIIIGOy01 1118Y�010lUSCGei �Y008-2015Wen4yWellon fiO3Ad1,9559
F _ _ Confrmedoplionalporchantllortlecksizes FLOORJOISTS-' cammonnell� EouElaihearnalls Rihanna � I
�
y -POST Lot B 14Sa emlbMrnou9�Rtl 9
�
o �u=raunm..noimam�sa vnm�i:� �. �m�. .
g �FOOTING pDFcreawon:elurz015,a.s.,,eYPm COnStmdlOn
�
� � �'�(�8)10E al typicelat �
� � . - ` �:� Ilceingfo torreFler�le
wnneclo sl rafiers. �-�6'33IA it'Bil4 �-22-0"�
- Mnma�Rakes@ ' --� � - �F=1�1 1-ul 1�I-I��1-- t'L_
fiear sned tlormer s`� �� Joist Attachetl m RAfter � -?� '1=1-L�I-1G{=1=1=1= �-
Lj �Ge I ng Jo st _� � Joist Attachetl lo Rafter
.Falsereke� ✓��� AVechetl m RaRer � I��I�� �- �I I
� . �� rop plate(s) p � �
� — � - -- _��1 ��� m — m
� f�� x �a, --
/� ♦ pµ � _j a (2)2x8-Fl sh ��
Nternate: JO�St MttaCihed l� Ra1Ler - _ � .. I ~
Bearn Wall �'
- 12"False Rake and a 6"Shed Dormer Rake � �o st nu nea � � ��* - �
�_ -, � 2x1o@ �.
toRa(�er � _ JoislAtlachetl
� � t, Y Y-P� � - 16 �� to Rafler
�� � JoistAltachetl _I_�� �
, �1 I . . 15� `4� ' � Bearin9�II� (dj m Rafler . .
l I �
. +- � � .. � ��- �� . � (6)IDtlnails,rypicalat
all ceiling joist or rafler lie
I
wnnedions m raRers.
i i I /+ C
6'-113/6" .I 5•-8•• . 5-8" ; 4'-8'i 3'-0'�rA'-01/4•• 22•0•• l�Q�l�ng rram�nQ 1I8"=1'
�'� .�, . _ '� _ _ � StmcturedesignedFor !1]�,s
NOTEW'naow tltloorheaders , � �� �_ �,
Snow Load of 50 psf �Tq�
sothenumberoflacksluds�o Wh beamsareframetl�ushto hoItlLVL
ppotl ihem shall comptywith IRC �� � P�
TablesR5025(1)antlR502.5(2) I Toletsaboveshownior downl/4'toaccountfortliHereNialshinkage, ,
V reterence.Review�oo�plans supportjois�with hangers as recomentletl by
, p O for atldllional plumbing.Provide �he mawfacturerfor the size of inembea antl
O plumbingbaysor requiretl tribubryloads-typicalihroughout
O o __. � —s�_ -- - --J o .
_ 'q x
o'� _ �
� -S � •
dU imcono yac p
Provitle blocking'in�he Iloora� �i � I �i � L t B 14 Md b0 U R �
- stmcWrel Ooints.Blocking may x N
E be 2x's or solitl,but must have I
le ,M
d greinofvroodvertical. W!� I � b Of O� Uf y uil fS,LL
� � �, ' i � ry FB2.(4)18"LVL-UnGer
m � I FB1:(3)2x10 Flush(S�own)or �� II I
�`c� -- - - - - I- - -IUntler(GonCnuo s �oNolSpl'ca7 - -- ` J= �Be�a�ng Wall �� -- � . �
c . -'.,y __ - - � -.. , . -� ' 1 _ . - - __ _- - _ _ -- _
m -- �.,,� �� - — - — — J�
,.
d � ,
� I il ' Solitl 4x4 n wall unless�
�y � notetloth rw�se � —3'-5 22'-5112" ' �
� � �� �I�,�� - . _ _ . - i . .
Allgn Slairwell Raming'
_ � ' � with Wall Freming O O
a �I o I�i o ` , � -- sxiol�is•oc I �
p Line of bearing O -�� � (Double Evary Oroer) � (dj
m� wallabove \ � �. � I � o II'. III o
� - _ � . . - -I � .� I a � � � LineofEormer '. x .
a a '. (�oube@ ery�h r _ _ ^'_ _ I -. ' __ _ - _N — _i_. F I� f _ _ - wanabovel�`_I - _ N
, e v I underbearingwall I I Garagetloorheatler=(2)iti/4"LVL Garagetloor�eatler-(2)11114'WLj
ry . above � °' S. y-
. 9' __ _- __' _ "__ _ ' __' '- _ - - __
� ,z, � , - - - - i —�— _ - N __ ��
� zz o
p
I a Ezlentlheatlersfultymcornerforshear@garegetloors
= � . � 2XI@16'OC � '
� o Vour use of Nese tlrawings mnstiwtes an acceplance of �
' _ �,_ _ _ _ _ _ _ __ 3� _ _—3' resoonsibilily as outlinea in'Dear coae Oflicer"on Ne FlM �
�- -`/- page of t�ese tlrawinBs,and on ourweb site:
p . . (2)2x10-Untler " nu ./ n .c erms n
E , ��-� 111I4' - Ifyouhaveanyconcemsorquestions,pleasefeel(reelo
SQ^O„J CIOO� C���'nQ I , contaclus. WearehappytoclarifymaUersNat(allwilhinour -
�a, ���� r r scope.aslistedontM1afirstpage. Wecanalwoflenprovide
°�' � affortlable supporl for issues ihat are your responsibiliry,such
Structure designed for
a , $f70WL08dOfS�(JSf - asenergytlesign/calcs,oratltlltionaldelailing.
'm }'�.,
g �j' , o�� ; � �5� �4� /I-t( Artform Home Plans
2 I�FHP Oesgn N 35C.II<HR
O �200b2015WeMyWellon 603031.9559
Q
N Rihanna
N Lol B 1ASa eadbMrnough Rtl 1 0
o va'=in'�mss,�meeame�.a:.�anm�m e�,mmr�
gvovue=iaeo�:aiarzms,e,ewncyaa Conslmclion I
� I
_�
• RafierTopstoMatch �Slacker(2)2x12Ritlge GenterofRitlge � , , Supporlingvalleybeamsontaceofvertiral
post via toe nailing alone is not allmvetl
t0112 RwfLine� _ ----- --Top Etlge
� I RitlgeneetlstobeWll Post ,
� � RearShedDormerRafter enoughtosupport[opand - .' j�
¢ - —Stacketl Ritlge I � � �
RonlShetlDormarRafter � bottometlgeofraXers. � Securehangermposlwilh � � �\ �'
' --- - -- -�otlom Etlge 10tl nails,fill all�olas �-Valley beam-See /�Valley beam-See '�
� i Securebeamintohanger . RwfGamingforsize Roo(Gamingforsize � , �
' 2z6BackupBlockinB witbjoisihangernails. — � rHanBei ��."� �' �Valleybeam-See
16"OC , "�Toenail(2)persitleof fi-` Roofframingforsize
� � � � vallybeamfo�atoUlof(4) Toenail(2)persitleof �
� Stacked Ridge Detail � <5> `4� I�Min.beannB���2" �� all beamforetolalof 4
orperframinBWan � Letlger I ° Y ( �
-Post �Miabeann911/2" -Post
� . or per Gaming plan -
Stacked Ridge Detail �"4°-A o �� OotianG
A I A
�� ---------------�------- ---
Valley Beam Attachment Options
I f � _ , j _ �
A /a
,_
I I - _— - �_: _ .— — '� . . � --- -- --- -- ---- �
I I �', � ' � — -- — _ - _L — _ _— I I
' I I i i V� II � I fo o s uctio onl�a�: � I I
I I � _ � o I o � � Lo B 8 f arl orc gh Rd ! I I . �
, i I o - _- � � , '° ' I � �; Sa m,MA � � o , � I
I I � � i � I ° by r f �N rs Wa B Id s, LC � � I I
I I = ,� � ,� � � f- - ° � 'I Y I I
I I ; p q q s I = � I I iz
' i I I a a '� I � .,.I I � SeePlan�
_ � ; F F i � ,i I I Birdsmoulh�` ' Raf�ers,see rw(framing plen
I i - - - - l I I �. _ _ j I I
t -- � — �_ -
- "" -- - - - - -" -Y - �- - - -- a ise Nails Ea.Joist I ''Sim son A35 An le on o osite side of raXer
I � �� I. �� - � I � ) @
� � � .7- P 9 PP
I
� � � r. - - M'nimum 1 -61I0'Slacketl R'tlga(Sea Dela I) K R tl�e(See Oelail - � J I R 4 ) ' Op�fonal Insulation blocking � /n�-Hunicane Tie �
� � Mnm mi'-i V2"S�acketl Mnmuml i V2"S�acked I
g ) ga(See�etail .
� -� es . 1�� 2"zJoistandBox��Sub-Floor -
_ _ -- � � � �q; ��, t I _ — _ �_ _ � � _ __ See Plan—� I ' M _ 1
o U c� U - I � t - -1B Ga.Coil Strap;(2)10d Nails @ Top of
� Mnmuml -8314' � � wall,(3)10tlNails@Rlm,(2)16dNaJs@
� � `D �� �� `f° ��� �O ��'' 3eak0eta 1�9e ' I O -- � Overhang Oer plan ' '� G�_ Top benl0o�ion of slrap al every rafier
� � - C p¢i II I � : ( -1— �o - --TOPPIaIe(s)
� I ��. Ua r ,�,�'D �� oe.�. z @� L - ° -I I I. I - � -- I ena�o,wau—
I i v � `��"` '�� � v j I � �, I� u � I � I
p j0q � _ � I � 'I I I I i' I � I , O Typical at eacM1 raNer of roof
I _ _ __ _ I -_ , f I', I � etlgetlenotetlbywllout
� ' F �� i i �I - �:� - - z.io Renes @ is�oc , ��. - - — � .
. � I � N � �- i � � ' I � �I�� — ---- - — -- � I �,. I
O1 � � � Be rin�all � I �� - I I I'i I I 1 � � I No�shown-A35 ,
rc � � �I f I i � I � < I I • I _- - y� . I _ .` _r._ J I I An91eo�Pos�esitle
-Sub Floor
m � � ��dg` " ` Nraa - � ofeaonftaner� � � G�
� 2 �— IL. . ' z,ioaaners is^oc z.ioiaaners@is• �B — — _ — _ —
� B �� @ I � I I �� � �
a �
N � � . � __ _ _ B_ �_ _ I H3 Hurrcane T'e @ each Raker-� �
� I . _. '_ . . __ . _. . .
_ _I"_ ''_ -_ _- I I I _- -_ __ C-J IStreP@Ea Rafler , �� .7�/�oist /
. `J - L_T I ��I r-— - \� RaAers sea rooflram ng plan—� ' !�(a)�etl
� ; . . . r--- - --- -- \ �� �• ,��
o � - - _ - iBGa Co ` / ' .
� , � � /�� , r,\ `
� � �
� � � rn � (1)10tlNal EaahTOPPlate ��: �AI . �
�-__-- p (3)10tl Na Is @ R'm Jois� `
� I B B � � D � (2)16tlNads@SolePlate� � � �,�\
Nv 2x8 Raflers @ 16"OC_ �_Zx8 Railers @ 16"OC- I v ' � 1 / �.� _
� . -----J I� . � . �� .
ryNOTE:See Roof Plan fm . ' ------- -- Top /` � �
roofpitchesantloverhangs ��� .� .
� Plale(s)J'
� Roof Framina R'm'°'=` ' ���
� Structure designed � �'��-_
- for Snow Load of 50 psf � � > Perspective View of Detail C ��=-
� ��� ' °� �5 `a
, Vour use of these drewings consCiwtas an acceptance of
= respo iblliryasoutl'netl n'DearCotlaORcer on�hefiM
� Seeplan 12 Seeplan �� g pag fNesetlrawngs antlonourwebste
o �"" I �� BlAsmouth Wltltn I M1tl . www.am r I erms n 1 _
Birtlsmou1h5V2"� �,i'��Rafiers,seeroof 9lrtlsmouth5112"� 1 .
o :�-: ,/ i famin lan � Ra(terssee roof 3"Blrtlsmwth�� See plan� ' � -Rafterssee roof If o have an concems or (ons lease feel free�o
i Roof Sheathing .✓ 9 P RooBhea�hing � j Gaming plan �R akers,see roof I Y y pues p
, See tnm tletail for �� 'I See tnm tletail for . � �� i�4 praming plan i� framing plam m�tact us. We are�appy to Ganry matters ihat fall wilhin our
� mof sheathing over hang� /� roof sheathing over M1anB-�� � I � smpe,as IisteO on ihe frst page. We wn alw oflen provide
$ � - UseRaRerTies i aXorOablesupportforissuesihatareyourresponsibillry,such
Q Optional Insulation blockng �l � - Ceiling Joisl �P�°^al Insulation block ng , i 2"zJoist � as ener tles Nwlcs,or atltlitional tletail'n .
q Fasaa cut � Top Plates 9Y 9 � B
u� SubFasc a�� I��'�� Sub Fasc a� -Top plata(s) I I
LL :'q �-Topplale(s) � {�
Fasua��o -I� v Fes�ao„i— �% somi��i �i /}}Z Artform Home Plans
� � � � � � � AFMGOesignk254.104Kft
O .� SeebotM1Trimantl , � SeabotM1Trimantl ColumnNTS.- Wall SplicingRaflersoverbearing �mo�xmsweneywenon soaaatasss
� � ' i InsulaGontle�ailsfor � ry Insula�iondetailsfor walls(Beam)allowetlLepmin3"
F SORlcut� adaitionalinfortnaCion Soffitcut� �f,i additionalin(ormation - - '-- overwalls,nailperR602.3(1) RIh2M8
' y See wall tletail effecting(raming See wall detail� effecting(raming _ Lot B tJ8 Marlborough Rtl 11
o _ � Tvoical rafter solice over bearina wall Salem.MA i: .ar
g Q � � ;,z_, o. ,a.,�.���e„�o��a,���,P��,�,, o.
, Typicala[eachrefterofroM aovaemmo��erunois,e,a..nerna Constmction
edge tleno[eE by wllout
�E� EXiEMOFxEP�EP�M'JBMCEOwNLSEGMENi51
Q E r� �p „ roa o Ea���ry�= , E.E��o� Shear Wall Details
Ew�o�Ea�Eo ,,,sE�ME�.,—� �,,o.aeo,3
Not to Scale
� :��ewsr':,iou a:::oPo.ww. Notes: � . .
'a�';;E','`"oEa�„„;o ' See lans for locations where shear anels are re uired.
' nsrexs�ew+xwcro co�.�+o. P P q
' FppM1NGP55XOtYN15'YOSAN°�"`��^°°CN ra�uEo ' Details shown here are for one method and for rypical wntlitions. �
F..oea-=o.a�snos*�Pox 1 I �W ���o�°P ws An alternate shear method allowed per code or approvetl by Ihe
ffoPE��xoPEA*.a�EAaoz.�o.�� !o� o codeofficermaybesuhsti[utetl.
. � o s':uor�+e.crcsoe�ssxowxoxsmseiwnnax� ��II
�E�°�* . • If the method at left is used at Garages where witlth of panel is 20"
� w�s.�ow, ,wnc„s.�Es,a�
e�sos�x.Ea�`�`.`s`��ENEO�O�HEK1 , s,o or more,wall height may 6e 10 k as shown in de[ail at left. Where
�EUF�+EEOEoi.�.E�Eo�E:sx.«aE �o."' �� °FO°`"�"` panel widlh is 18"-20",wall height may be 9 ft. Where panel is .
f ��S�so�crawR��N..-ofM�orE�c�..o.E �p;o„�;,,, i6"-18",wall height may be S ft. Where panel is less,consult -
i �„�.o..w.��c�:aEo��wEo�N�r architectforadditionaldesign.
.Aoc.���w,�E�s*�r��*«...�s • If the method at lek is used,increase foundation wall height at(ront
"'".P1'••^°. ;„;�,',"� and for 2 ft along wall reNms as required to meet maximum wootl .
— .oaE..M>�E�.Mw roae`�recr«Exm�w,*�o: :��,��� "" stud wall heights,antl extend sheathing and siding in front of wall to .
� � achieve desired aesthetics. Untreaded wood may not be in direct .
. � � contact with concrete-use treated wootl or provide a barrier,such as
. - a mbber membrane or felt papec -
u��.�Y•�.���Ew�SXEP . • Note Ihat if sheathing is to be used as wall bracing all vertical joints
"NLHOPBOL�PEPR•0"°ry°. - in required braced wall panels must 6e blocked.[2009 IRC section
Por 51: 1 incM1=25 i mm.1 foo�=J W.Y mm.J pound for¢=J.YJN N. � Rs�Z.�.a]
. � fIGUflE R602.10.3A .
� METHOD PFG PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC OESIGN CATEGORIES A,B AND f , .
MIXIMUMI�IN.WCOO �SEETPBLEP6112�(��FORFpSTENING
SiR11CNPPL PPNEI OR}11N_
� Si0.11CNWJFIBER9pMp �
SHERHING CARNE0.REi11HN
. .- AI' ffv� I II ' ORIEMATIONOFSi1101MYVPRYSEEFIGUIIERE02]IA
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� �� FOflFPSIENIN6 '� ORFPSiENING BRACE�WPLLLINE
� 0 ovuiwn[ow000F�40nm5[cwmmm�-swuxc�xcxOnonipx awo�nn -
p�om5meconxaoeiqa Itleally-Insula�ecornerpriortos�eaNing.
I . Minimum-sealallwootljoin5priortos�ealFing. �
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