16 SUNSET - BUILDING INSPECTION (2) DA?�:
` ' .� Q_,11y� Dl �3��1TI , �����L�LI�ElI�
����`
��..����. _,� ����
���-1�`�
n�
PL�,�S �1tiST $E FILED AND ��P320VED BY T$E
L'�SPECIO� P�ZIO� TO A PE�'.!��IIT BEl'iG GRA�TED
I,ocation oE$vildio� �� /h�5c?�
$uildio; Permii �oplicatio� For:
�CLC�� :t'p1CR�'.�i 27D���5� �CJ�, .`�.�L00[. IilSL?iI Jt�lil�. COIl�_Ct D�Ci, SR:� '.�OJl
.1C�i�OR P.Il.�2ii0�1. ��7dL/P.��L^-C�, ;our.ezuon O;tl�. �'%i�C�ilil�
o-.�,��:
PLE�SE FLT L OliT LEGI$LY c� CO:�IPLETELY TO :�VOID DEL�Y'� Ll PI20CE5SLIG i
�
10 Ll2 LTU?�2C[Oi Oi �Ll�_IP.�S: ' � .
lII� LTIL{::51°�,_'�1�� f'.:L'.0; c7_ii�� i0C c �<<tLi l0 OL!�C� aCCordin; IO isl� iO��OR'1R� S2.^u1C3U01S:
O�aer, Yame.`�,N ���yQ� Contractor:�f���- ����..(_
�
�-�e;_�`c 5r����'f Cit�� Sa..�El�- S¢eel� �A2lvq Av2 Cit}' �C���
s�t: ,cq� �;��� c�� ���— �� s�=�� Pno�� c��� ��lo � a5N3 .
Arcuitect: �,LG� �-.U+1��V��vWS� Citv of Salem Lic=GH/ �/�L�
�r.eet � Cic} — StateLi� UN �,J� �= nnl �I/L-�
S��e �- ?nor.� ( ) — $omro++'ners Ezzmpt Form�•es � no
Strucrure: (Dl.zs�, circle) m; _=�„vf}�. lulti ;amily' Otner
£stimated Cosc of job S /OQ• �_
�h'ill buildiag contirm to lavr�?__��_ }�s no
Asbestos? res�_no
Drscripcion ot r-ori;to be done: �����L. �Dz.�S�hG S'�c�� C(Ft�_ G�i.l�Kle,t�
�u1d. CPin.su�c�' n/�/ � G� w� u���� "�o�dtxu�-
�IBA�.P _�
Dra,+�ia;s Submitted:_�yes no Mail Permit to: �� �U�
X � - 68 LoAnp Avenuo
Sign cureofApoficaaon, EDU�DERTfiEP£NsI.TYOFP£RTURY ��11s(Br1I01870
CO��TFUCTIOti'TO BE CO�SPLETED �h'ITi3IN SIX (� �10tiTHS OF PER(�IIT ISSUED D�Tr'
D�D2(IID�RC LS` 0�.�;;: P[�i:l:t = ZOiIIR� u?7�OC
Pe.�� 't f e S
CO'L'Cir-TS:
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03/29/2005 17:03 340775029�y:, _ . CONSULT } _ PAGE 01
' 1,
�' CITY OF `SALEM
.
�� CONSERVATION COMMISSION
DETERMINATION OF APPLICABILITY
16 Sunset Road, Salem,MA
3 .
� SPECIAL CONDITIONS
�
1. Prior to the ster�of construcHon,the Conservation Agent shall be notified W inspect installation
of hay bales and silt fencing at the site.
S. No construction machinery shatl be left within the buffer zone to the resource area at the end of
each working day.
3. All cons4vcCion vehicles shall be equipped with emergency spill kits during the dur8ri0n of the
Pro'ect.
]
0. No building material and excavated material shall be left within the buffer zone to the resource
azea at the et�d of each working day.
12O WASHIN4TON STRF.F,T, SAIEM, MA5SACHUtiFTTti 01970 . Te�: 978.745.9595 Fax: 978,740.0404 � WWW,SALFM.COM
03/29/2005 17:03 3407750295 CONSULT PAGE 03
DECISION OF THE pETI'I'I�N OF W DpNqLp d�,�,���,
REQUESTING A VAIupNCE FOR T'HE pROPER7Y I,(�p'�p AT 16 SUNSET
ROAD R-1
Pa6e two .
On the basis of the above Sndings og f�, and on, the evidence pr�,xated the Board
of�a saae as fouows;
1. Diatdet.cot�itioos exist whea esp�cially afl`'ect the subject property but not he
2. Litorel enfo�eqt of the prphs�om of tlie Zoning p�diqa����volve
9� �d�iP a the petitioa�.
3. lksirable ielief can b�g�ted wittrout substantial detria,eat to the public good
end without millifyin�or substanbelly dero8eting from the inteot of thc dietrict or
�P�se ofthe pr� .
T6etefote, the Zop�go�of Appesl voted 5 in favor and 0 ia opposition to���
V���s zaquested, subject to the following conditions:
1. Pelitiooer shtdl comp�y with all eity and state stahae, ordinence,codes and
neguletions.
I 2 Btulding oC mmis��"o�n� dOae as P��pla�s submithd aod approved by the
I 3. All nquiranente of the Salem Fire Depa���nt telative to smoke and fue saf
shall be stricUy sdhered w. �'
4. Petitionet sha(1 obtain a buildinB P���prior to begioaing aoY cooBtruction.
5. Exterior twshes of the new construction shell be in harmony with existing
shucture.
6. Petitioner shall obtain approval from eny City Boards or Commission having
lwisdiction, including tlx Conse�vaaon Commiseioa
Varianco lha���
December I5, 2004
�(J G��'�L ��•.GL
Bonnie$eleir �Ch—,
9oerd ofAppeal
03/29/2005 17: 93 3407750295 CONSU�T PAGE 04
DECIS[ON OF 7'EiE PETITION OF W DONALD�t lULIE JEFFREY REQUE5TQVC3
A VARL4NCE FOR 'fHE PROPERiY LOCATED AT 16 SUNSET ROAD R-1
page three
A COPY OF Tf�S DECISION HAS BEEN FILED WITH Tf�PLNNNING BOARD
AND Tf� CITY CLBRK
AppeA! 5rom this dccision, if any, shall be madc putsuant to Se�tion 17 of tLe
Maseachuvetts Geaeral Laws Chapter 40A, and shall be Sled within 20 deya datc of 5ling
of this dxision in the o8'ice of the City Clerk Ausuant to Mas.gachusetts Cieneral Laws
Chapter 40A, Section I 1, the Variance or Spacial Pem�it gtanted herein shall not talce
effect until a copy of the dacisioe beacing the certificate of the City Cleric that 20 days
have elapeed end no appeal has been filed,or that, if such appeal hae been filed,that is
has been dismissed or denied is recorded in the South Fseex Registry of Deede and
indexed under the neme of the owner of record or is recorded end noted on the owner's
Certificate of Title.
Board of Appeal
�
63/29J2B95 17:63 3407758295 CONSULT PAGE 02
� CITY OF SiqLEM� MA$$ACFIUS�TTl� CIT'f GF SALEM.
BOARD OF APpEAL CLERK'S eFFIC
120 WASF{INCTON 9TREET, 3Rp FLOOR
SA�EM, MASSACHUgETTS 01870
9TANL[Y J. U/py�CZ� JA. TE�,EPNONl: 97B-74S-B39S l� OEC 22 A II
t��vOR FaM: 97g-740-oB4a
DECISION ON THE pETIT10N OF W DONALp d�,RJLIE,JEFFREy�Q�S.�a
A VARIqNCE FOR THE PROPERTy LOCATED AT 16 SUNSET ROAD R-1
A tieazin8 on this pelition was held on Dece�nber �5, Zppq with�following Board
Members present; Nina Cohen Chairman, Bonnie Belair, Richazd Dionne, Edwerd
Moriarry and Nioholas Helides. Notice of the hearing vya4 yen�to aeu� �d othere
and notices of tbe hearing were prpper(Y Published in the Salem Evening News in
accoMenee with Massachusetts p,eneral ����40A,
The petitioner is requestieg a Variaece from aide yard setb�cic 10 allow a garage and
addition w be coastri�cte�for the propeny at 16 S�msot Road located in an R-1 zone.
The Variances,which have ban requested, maY be Branted upoa a Snding by this Boazd
that:
a. Special couditioas and circumytancey exiyg which especially afl'ect the��d�
buiidiag or structwe involved end which are not geneiallY�t"tecting ot6a lends,
bwld�nBs ead struc�tures involve.
� b. Literal enforcemeat of the provisions of the Zoning Ordinance would involve
subsfantial hardshiP,5macial or otherwise,W the petidonere.
c. Desirable relief may ye g�ant�{��o�y.�by�� d�ent to the public good
end"nthout nallifying or substantially der,pgating &om the intent of the dist�ict of
�P��of the Ordinence.
The Board of Appeal,after cazefu� considetatioa of the evidence presented et the hearing,
and after vitwing the plane,makes the following findfngs of fact:
1. Petitioners' Ibnald &Julic Jeffrey appeared and�ep����emselves at the
hean°B•
Z' T��4�0��a 5'°m p e�do Yerd setback to a11ow construction of a garege and
addition. ,
3. The side setbeck will be 5.2' inetead of the re�uired l 0'.
4. A petition was submitud with S nemes of abuttets ie favor of this petition.
5. A determination of applicability was submiteed Cor the Selem Conservation
Commisaion listing the special co,ndiho�.
6. Plans wen submitted showing the proposed addition.
7. There was no opposition to this petition.
_ ; � , (il1�U II� �f11E221, �II5a�cTL�'ILISP�S
� ����=� �ublic �rngcriq �c{�IIrimcn2
� J �
�,„;� $uilDinn �egnrtmtni
l9a[ i+alam 6r�cn _
� SOH•7J5-9595 �tY. 390
�
DISPOS�L OF DEBRIS AFFIDAVIT
In accordance vith the provisions of I".GL c 40 , 554, I acknovledge thac as a
condition of Building Pereit !1 , all debris resul[ing from the
construction activity governed bp this Building ?ermit shall be disposed of in
a properly licensed solid vaste disposal facility, as defined by hiGL c III,
S ISOA.
The debris vi11 be disposed of ac: /f�7lf ��jr J n-���7�Y�
locacion oi faci:icy
L
* , Sig cure of Permic Appli Date
r"ully conolete the folloving infor�ation:
(Please print c!early)
/YI%/r� /J nr���', -� La
Name oi Permit Appiicant
��O`/S� �lJlvlF-'— �''oi��i'�T � —
Fir�m 'N me, if any
�� �,�n�-� �r� �!� - .�-_
Address, City b tate
The a'oove s[atuc= :equir=_s that debris from the demo: '_[ion. renovacion, rehab
or ocher alteration of bu'_lding or struccure be disposed of in a properly
licensed solid vasce disposal facility as defined by t!GL cIII . SISOA and that
building permits oc licenses are [o indicace �he iocacion of the facility at
NOTE:• MA��TS 254 & 285
THIS PLAN IS NOT TO BE CONSIDERED AN ALTA/ACSM �.
LAND TITLE SURVEY, NOR IS IT TO BE USED FOR RESIDENTIAL
RETRACEMENT OF PROPERTY LINES. COMMERCIAL
��I�i�fi�i•
DEED BOOK 7617, PAGE 154
DEED BOOK 12990, PAGE 6
,� PLAN 322 OF 1947
� PLAN BOOK 260, PLAN 34
P��
��,�r4
�� 'yb�� I. ROD SET I. ROD SET
8 i— 40.66' 'i
�pd
o�P
���o�r�'� r
J `�/
O F
O
3 O ..
.x �
� � �
N GRADE STAKE
� µ SET PAUL 0'TOOLE I
CITY OF
I SALEM _ PLA P AN 34260,
I. ROD SET � C�� \
1. ROD SET 1 20.00' �' '� 50.00�. 17.9' � 5.2't
LOT 40 A Aoo°�oN o
AREA = � s.z�
A ��, '., HUB &
$,753f S.F. TACK SET
,��: ,
' �a.'�
�'.° '• �
2,.4� ,:/• � '` o0
� � 18 SUNSET ,� !�:_ - � � � ���� � . PAUL 0'TOOLE
'v ,w a. �. : . � ,� � �,� ;- s.2
, b
ROAD, R /T � z ` 2 5T� . � ' o P�AN 322
r �� = WOOD .fi2dME
PLAN 322 �� '�y DWELUNG , 's•9' S•2't OF 1947
x� ,: � gts - PROPOSED
OF 1947 � ' -� ' ,�� a��ir�oN
i,.a•
� �
� �
DH SET 1_ 70.00� \ BOLT SET
.
SUNSET (PUBLIC — 40 WIDE) ROAD
,
PLOT PL4N �� _-��
OF LAND /N ��� ,:�n ,
SAL£M, MA.��� �� '�
PREPARED FOR
�h or y�y
�� �c W. DONALD JEFFREY
o.� tiNAYNE s�
�. ,�p�E� � SCALE: 1" = 20' AUGUST 31, 20Q4
No asiia
��O�gs�oN"`� 0 10 20 40 80
4pQ �p iQ�' .
�� � HSA HANCOCK SURVEY ASSOC/ATES, /NC.
�' O) 3 O� 185 C£NTR£ STIP££T, OANV£RS, MASSACNUSETTS O1923
� VO/Cf 978-777-3050 FAX 97B-774-7B16
PROFESSIONAL LAND SURl�EYOR CAtC. BY.• CH£CK£O �yN;HANCOCKASSOC/ATES.COA/
MDS WCJ `u�Re,�rtslnamldvl �rue�c.v siv as xw- r.ss ����
� . __ _ i _..�..r. _�� _ ...Y_._.
� _ �._. �.
1�'-9" (V.I:F.I 1�'-9" (V.I.FJ
12'-�" 5'-J" 8'-10 1/2" 8'-1� 1/2"
3'-m" 9'-B" 2'-9" 3'-�"
' C C
� � C� � Q � � �� I 3 I
� � I I
� � � � � • � I I
i�- �
� Q Proposed ~ I I
� Master Bath I I
�,.� ` .
N I I �
� �------- --� 'v
�; in
CV 1 O O �
� Contractor Shall Remove
� Ex�st�ng Foundatton And
I ----- ----- I Sla6 As Required.
� I
I I .
� I rl , r ' _ " " ' ' " ' " ' _ _ ' " " ' " ' ' ' ' ' ' ' ' ' ' - .
� �' �� P oP � �8 Proposed I � � � ; ; .._ /
; � k-�� 1 � W81k-In #2 � � ;" � , , Q � �
� � ����n�� � I � ; �
� I ' ;
I � � „
I , � � ProPosed �g
� ; Garsge - ' �
, , o�
� „
�
� � '� ' ' .Q
6'- " 4'-3" 6'-9" .� ; ;
� � � Controctor Sholl Remove �I�
n ' ; Existing Window, Pstch Q
�� BQ ' ; & Match As Required B
� II ; , �
' Ges �__�__� „
� „
F�replace �� ; �
II � �
� U ' .
m
� i�n
o� '
Proposed
� -;
- Master Bedraom � i
_.,_..�
� ----�--------.-----�------ ;,-- �..� , �_;� - .. / / �� �... os c�
�-- . � N // P05 � V -� � j I
� Contra r �� iy� � �
/
Ex�st�n I r o al� s �-------------�
I � g
n
�i �� � Required. ( � I I
II � �
C=—�==� Existing �- � ' r ` I I
� II � Kitchen / - :k ] �= f = '
� I I
� � � / , I � O I
/ I I
, � , � �
/ � �/ � N ri . N .. I : � _
� ~
/ — ———————— j —
/ _ � I
%/ —— � _ �
/ Existing -- �
— �.; so.le:
/ = Living Room ./ - 2'-4" 8'-6 1/4" _ 6'-3 1/4" > P�s �lot.ed
�
1�'-2" +/- �
/ N ._MIi .� .
i
� 8'-4" 8'-l�" � �
/ 17'-2" +/- � o.��
_� ` Jsnuar� 6, 20�5
Job Numbee:
. Dr�wlnQ Number.
� Second �1 oor PI an �1 rs� �1 oor Pl an �
1/9"=1'-B.. 1/4"=1"-0..
, �::
,' . .
_ _— -- _T _
._- . _- _ _,.�. —�
, ; ,
�Il��.�� �c����.��� ���� �����1���
0 �Yn���ey ]���n�a�lk� O IID��r Fr�ffin� ��;�m�r��
ffi�°� # N1[mdl�ll 1�� �vn�l¢]fn ff3[�n�fln4 �'IlnIl�' �M[a�a'Il �4 1� 'd'h�e� F�[�t'1 �a Il� ��n��4i4
A Harvey Conf�rm 2'-6" 4'-5" ��Harvey". Perma-Shteld. Dbl. Hung. 1 2'-8" 6'-B" 1 3/4' Steel Slx Ad�. Wood oltd 2-LH 2��8 x 6/8. w/ Entry
' Wh�te With Grills And Screens (Or Equell Penel Alum. Lo�cl-c. 2- Totsl
B Harvey Conf�rm 2'-8" q'_5•' "Harvey". Perma-Shteld, Dbl. Hung. 2 2'-S" 6'-8" 1 3/4' Ftber- Stx wood Wood Sol�d z��"8 x 6/8 Enf.ry
Whtte Witl-� Grills And Screens (Or Equal) Gloss Panel 1-RH Lock, 1- Totol
C Harvey Confirm 2'-0" 3•_�•� ��Harvey'. Perme-Shleld. Dbl. Hung. 3 9�_��� �•_��� ___ F�ber- Over Nq Wood Solid 2 Ov+erhead Door
White With Grills And Screens �Or Equel) Gloss Head w/' Electric Opener
4 2'-4" 6'-8" 1 3/e" Ptne Psnel wood Wood Soltd 1-RH BrStx PDeI Doort
5 2'-8" 6'-8" 1 3/8' Ptne Six wood wood Solid 1-RH �Brosco" Door Unit
Panel w/' Stx Panel Door
(1- Pair Six 'Brosco Doar Un�t �
6 1._6„ 6'-8" 1 3/B' P�ne Panel wood Wood Soltd Dual W/' Stx Ponel Door � �
7 2'-0" 6'-8" 1 3/e" P�ne Six "Br-osco' Bi-Fo1d
Panel NA NA NA 1- B�fold D000r UniE
Six �
8 5'-0" 6'-8" 1 3/e" Ptne Ponel NA NA NA z- Slide�s Do oOSUniE �ldtng � � �
� � I
1/2" ine Split Jamb '
2 1/2" Coloni � I I I I
Pine Tr1m
N .� �
i Pine Spltt Jam
���j� �j�j�j���j �(����j�.��, * �C��ff n�ffi ]Fnffin�Dn�� �Yn4Iln Aff�Dnn4��a
I � 1[g��mrn I`��mrn� �'i�Il���� 1[g��a���lls�
]FY��� �IYa�Il➢� ��uIlaffi� ]�as�
1 Proposed Concrete GWB. Tape GWB, Tope Wo �lece 5/8" Typ�e "X', Fire Code GWB
, Six Panel Soltd 2 1/2" Colon� Stx Ponel Soltd Gerage ond Potnt ond Patnt Base Intertor, '✓Jall & Ceil�ng
I Core Ptne Door, Ptne Trim Core Ptne Door. Proposed Ceromic GWB. Tope GWB. Tope 2- Piece
z Entry Fot�er Tile end Pein�. and Potnt B�°Oe Review (Colors w/ the Owner
3 Proposed Ho���°�d GWB, Tope GWB. Tope Woodiece R�vtew IColors w/ the Owner I
Master Bedroom Floorin9 end Patnt ond Point Bcse
2 Head Detail, � - 1 -� � Jamb Detail. 3 = 1 -� 4 Proposed Car et GWB, Tope GWB, Tape Wood Revlew �Colors w/ the Owner � I
Wall-c-In Closet �1 F' ond Paint ond Point I �' '
Base I '
5 Proposed Car et GWB. Tape GWB. Tape wood Review �Colors w/ the Owner 1 i I �
Woll-c-In Closet �2 P ond Potnt ond Potnt
Base
6 Proposed Ceromic GWB. Tape GWB. Tape Wo�d Revtew (�olors w/ the Owner �
II��l1�L11LIl�IDi a�C��l�,���� Moster Batl-iroom Ttle snd Pstnt and Pstnt Base 1/2" Mo�.sture Res�stance Bd I �
F�fII8t1I�Rfl81Il� ]ID���1°Il]�D4ll�IIIl Pire RaNn; Ste Retlaa �����,�§ � Proposed GWB, Tape GWB, Tape � �
Hall Corpet and Patnt ond Pcint Ba�e Review Colors w/ the Owner I
1/2" CDX Sheath�ng �I
n/s n/a Typtcol Exterior p�rtition, i
' ��1�� 2" x 6" wood
i
studs at 16" O.C.
� 1/2", gypsum �
� screw ottoch, one
stdes
s�.�.
R19 f�raf't insuletlon AS Noted
2�� x 4�' wood Studs n/a 45 Typlcol tnterior partition
2 StudS at 16" O.C.
1/2'� gypsum board.
N screw at.tach, 6oth
a sldes
.<«
R13 batt insulotion
anuary 6, 2��5
!ob Nvmber:
Dnwin`Number.
� 2
_ _ _ _ __ _ ____ . __ _ _
_ _��_ __ __ ___ _ -�
_ _.._ _ _._.._ __ .�...�__ _.,
_ �•
1�'-8" (V.I.F.1
4'-B 1/2" 9'-8" 4'-m 1/2..
M.O.
r--�-------------- -------�
2 - 2�� x 6" Treated stll on I :;: ;::;::�t;i;;:;:::;:;;:;`i'
;:;;:s::: ;::;::::;;;::;;r_;;: �
, -:::,:::::,::,:::: :_::
1/2" sill seol & term�te sh�eld. � ; � ------ ---------, ;-, I
bolted to concrete w�th 1/2" d�am. � ;;;:;: I � � ; .;: I
galv. bolts. 12" long I :>:: I
+ 3" bend fl 4'-0" o.c. ;i::::::: ::: � I I A I ;: ii: �
;::;: z - �4r � e , � � � ;;::::> �
;:�;<2=`' ` 1/2�' Exp. jo�nt material I I ::: I
(��Flexcell or e ua1J � I � ;: :: I
� � � ;:;':;:'::;::;.>;:;.:; ;;::::. :.;:.-:::::.;;::::. ::.;.:::::. ::.;:::::::.:.::::.::::.;;::::: I :<:" � � ;::::.;' �
Foundatton vaporproof ing , ,� � T ,,.,,�,..�,,,�,,, ...,,..�.,�..., ,,..w,,...'..,. "
[� � � ' :
I I
6elow grcde '�,�,�� p p p0 � > ' I 16'-1" (V'.LFJ � : I '
p o I = s:: i I
� � ;;;;;. I � ; ;?: I
2.. Rigid insul. t.o 4�-0.. � ;;;;: � � y:::;: I
below grode �-- ;:;.::;-I-� �»: I
I .... I ::::;;;
I
A A
I
� i:<»: � I :'iti'::;: �
4" PVC P�pe (w/ Holes) � I ;:? � I :,' � I
Slo �n To Outfall. Wtth
o I I
P 9 00 i ;`: I ;: I
Butldin Pa er & Course O � I : I ':
9 P 0 • ?::: I
� m N I _:::? � I ::: :; �
Gravel Over. IT Around '
y:.: ::..::.:
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PerlmeterJ O� � � ;. i: I 2- Cor Gcrage � ;;;'" � a �
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All foundations shall rest on solid beartng (min. capscity = 2T/sF). Where resting // I ,; � I
on fill, such fill�s motericl & compact�on method shall be as approved �n wr�ting by :;; �
the Engineer. Notlfy the engtneer tf lesser copaclty materlsl ts encountered bef o�re /� � ;'=: � �
proceeding with the worl-<. / i :�� � � �
The butldtng wells reteining eorth hove been deslgned based on lat.erel support / m � :::: �
from the completed floor slab(s) and Framing. Crawl I : :?; I � � I � � �
I i;:;: I + I � , �
Spac� � . ;;; � �� � I i � 0 I
All concrete worl-c shall conf orm to the latest ACI Butlding Code Requirements f or I 4::;:; I � I � � m � �}
ISt.ructurol Concret e f A C I 3 1 B) o n d t h e C o m m o n w e s t h o f M s s s a c huse t ts S ta te _�J ;.;::;:; L__ �
------------�
Building Code. In cose of conFlict, the State Building Code shall govern. j ___ ____ _______________�; � �
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Concrete sl-iall have s minlmum com press�ve strength of 300m psi � �
28 doys. Slobs shcll hove o steel trowel fin�sh.
Grout under column bese plates and under other bearing plates shall be non-shrinl.c.
non-metallic grout w�tl-i a mtntmum compresstve strength of 50�� psi � 3 days. / li
/� 6'-1" 9'-8" 1�" > As Noted
Rebars shall conf orm to ASTM 615 & 305. Fy = 60,Bm0 psi. Welded w�re f obr�c M.O.
shall conform to ASTM 185. � 1�•_z•• +/_ �
/ (V
All struc�.urol steel worl-c shall conForm to the lotest AISC standords ustng �/
ASTM A-36 for sll W shcpes. ASTM A-53 - Grade B for all steel ptpe columns, //
ASTM A-325 bolts. ASTM A-3m� onchor bolts & welds mode by o certif ied
welder whtch conf orm to the AWS Dl.l. Apply ❑ne shop coat two mil. n.��:
min�mum dry tl-ilckness paint (Tnemec 10�9 grey prtmer or equsl).
January 6, 2��5
Touch up all bore ❑reas including bolts, nuts and welds after erection. �obr+emu��:
" /� corpentr�.� worl-� shell conf orm to the lotest NLMA standards using
�..mc xumne�:
Fb = 1.�80 psi & E = 1.1 x 1��6 psi for dtmension lumber
- Fb = 2.6m� pst (12" deep beamsJ & E = 1.9 x 1��6 psi f o� LVL's / OUl-7dc'3�,IOr7 PIL�I i
Cooperate witf-i sll other trades & refer to Archttectural. Mechsnical $ Electricsl 1�q��-1-8� �
drowings f or }.he tnstollotton oF sleeves, tnserts, cl-�cses etc.
__ -- - - --,
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_ . _ ____ _ __ _
_ _ _ ---__ __ ___ � �
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1/4"=1=8..
5" Concrete slob w�th 6" x 6" - W 1.4 x 1.4
(WWF1 reif., 1 1/2�� f rom the top, on vopor-
, proofing membrone �"Mo�stop or equoll, on
B" min. f ully compocted, clean. well grsded, 3- 1 3/4" x 11 7/8" LVL
banl-�- run grovel on soltd 6eoring. �
:
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Garage Slab De�all E �
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3/9" � -�
3 1/2" O.D. col. Paint col. 6ese below f'loar level � � �
Iwtth 2 coats of asphaltic palnt � � I
Bsse Plete 6" x 3/4" x 10" on 1/4�� I wrap column w/ 1/4'� exp. �otnt N ,� �
setttng plate on 3/4" grout w�th I mater�ol where �t ebutts j � �
2 - 3/4'� dtsmeter enchar bolts I I the concrete sleb. � Ct7 �
12" lg. & 3" 6end. 3 " threaded x ~
x m �
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pro�ectlon, set ��� apsrt. N N t� � �
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2�-��� square E N �
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' Column Foo � ing De � ell � �, �
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All exterior wslls are load 6esr�ng. \ �
m �� All floor �otst.s shown as shell be Truss-Joists � 12" o.c. otherwt;se noted.
Exterior posts shall be 3 - 2" x 6" unless otherwise noted
� Inter�or posts sl-iall 6e 3 - 2" x 4" unless otherwtse noted
- ���
. Headers for load besr�ng wells shsll be 3 - 2'� x B" unless otherwtse noted / / p p5'`' '
4- 1 3/4" x 9 11/2' LVL Beam P �
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Is£ Floa�
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I I 6" x 3/4" x 10�� £op pls£e . .. �
New bu11£ -up beam I I w1£h {wo !2/ 3/8" dto. � - 3- 1 / 1 � 8" L L m �I
Isg bol£s. 4" long. � �
I I 3 1/2" OD col —
�
Patn£ col. bese belaw f looi- level / — I
wi£h 2 coa£s of' BsphalElc psinE c6 wreP coluimn — �
w1Eh 1/4" exp. ,jo1n� mo£er1o1 wher-e iE, obu�.�s
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—— so.�r.
�he conci-e£e slob. As Noted
I I I 2" x B" Rim Board
I I Base PIaEe 6" x 3/4" x le" on 1/4" seE£tn9 /
p1aEe on 3/4" gr-au£ wt£h Z - 3/4" dtame£er- / 2" x 8� Floor Jo�sts @ l2" o.c.
I I � Sistered To Truss Jotsto ond
enchoi- bol£s 12" Ig. c� 3" bend. 3 ' Ehr-eaded ecure To LVL w/ .lotst Hanger .
II pr-a,/ec£tan, seE ��� spsr-E.
I I I 9 1/2" Trus-Jo�st TJI-550 Jotsts rn� 12" o.�.c.
D�tr.
—— January 6. 2�05
:�:�:'j:��:i:�:: lob Numbee:
��::i:ifi>:;�:t�k>:`.
' —————— Dnvin�Namber.
Second Fl oor Frami nc� Pl an
B B
1/4"=1'-0" 2
3/4"
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N � iv °� 12" O.H.
• ~ 16d natls at 12" o.c. ~ 16d nstls at 12�' o.c. �
3- 2" X 8" 3- 2" X B"
_ � m
//4'=/_0" � x
a � a x N
N � New LVL - Typtcal N � New LVL - Typtcal �v m
�
TWO LVLs THREE LVLs o m u �
0
TYPICAL BOLTING DETAILS � OR � V � ' S � �-° � �
m
N.T.S. � �,
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N
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0 m '
.-. �D �
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X
Asphelt R�dge Shtngle N N N
x �� �
"Roll Vent". R�dge Cap N �
(10 1/4" Wide) � 1/2" Mtn�mum O.H. �' �
15 Lb Fe1t Psper ShPhleSRoof '� �•�y..
9 �
3 5/8'
� � �ok�
� +��� ��� n
� x i
( Rldge I/enf. De�.all � 0 �� �
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3/4" = 1'-B" � °P • +~ �
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x °�'f �� �
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� �� x 12" �d e os d
-� - � � ._ �
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x
N a / N i
7l
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1/2" dtameter bolts at / � �
12" o.c. - Typ. �
� �
N a New LVL - Typtcal I
� �FOUR LVLS � i�
� / ' ' '- _ � � �,
% -- � � � '
/ __ (
2" x 10" Raf ters � 16'� o.c. (
�
s�.t. !
// —
// As Noted
//
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� .Janusry 6. 2��5
!ob Numbar.
� Drawln{Nvmber.
Roo f Fr�ami nc� PI an �
1/4"=1'-0"
�___._ -----
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