HomeMy WebLinkAbout32.186 - Elevations and Framing_ -. — ------
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- ✓<8 1 { _ - __ -_ -_-.__ V GX,SCRAL NOTES FILE V {/ ,
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77, ,
Y : I I. i. PI .__ T : � .+• `v 4 � � � � "
r I ! I. The general contractor (G.C.) is responsible for current code compliance, procurement of all '`i
r:nrlN� , r
Il Z 6 0 �;`•� / - ` C - approvals, current code approval process, purchase and installation oral] construction -
b '5 - - materials, including windows, doors, fixtures, the legal removal of all unwanted demolition
'..I ` I 1 - '�f?I'D_NGw ht YT fLi>SUINC. g It . - 101
1 s A t I � T and construction debris, keeping the construction site free from debris on a daily basis, and I I IL-
„ I� Q - _ _ # --i _, _ V�1t� t-// NY(.,{ /n 11711y �. } rV r_ U - -- final clean-up to the owner's satisfaction. L uu is plan must be on site with I — — — — z `
—_
I { j , , I �—r-�f i - - - , --, _� t r� r51 I Nva--- _ l •'~ r 1 - ; ! Contmctors(s) is responsible for all current local and state codes and there compliance with 2 ' U
-- i y t II I II.
the permit and the Licensed Construction �' ( fl wu,n�w iI i i d F installation and coordination p pp ! _
�._. _ _ f, _- __ ... I .... .. i ! _ __ ! an proper
erica], electrical, andatal equipment
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r.._ _.____ _._ .__ _ __,..._._.___�_.__._____-.__... ___.-.-__._-__-_.___.._ ___.__._.-_ _- _._-_.. __._.__- �__ -----------.i -. __ ,:; .I i� jt_.. plumbing 9u pment and fixturesteria �,�
supervisor must be present for all i .
-___ .- I+. _ _ _. i;. 1I 3 The torr I !. Iii
P ',
} Is ui menta iia
Inspections, 24 Hour notice Minimum, +i - -- ;
I t actor, before beginning the work, shall review and field check all dimensions and u. e
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-. --- i:i :� conflict I� 1 1I_.
I - :I V, \, r i i { m pint cr an t o arch t[ f -
Wlth Cail t)aC1C fee. i Is shown on p d f th d h ee o y 1s p T
I. _ 1 i - _- ..- I ,I i it -I
__ 111 y. mate a I
�_-� _� _:'1 -- -_ - t � I the t
.-. � t r 1 ,I h - t, -`- - -i. T - -n - ii t �, , „ ' 4 A meeting is to be held between the owner, cone o I
s^'n an d' crc arty o,
f t = - 1. I I u a - i i- tractor, and the architect to review the ro ect ' I rte' I
' t 1, 11 before work is begun. P J s
TOWN OF YARMOUTH � I{ � ( ; 1 ��I ,. II 'I 11 _.: � ) � ( H , I' I -f a t i � S
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2 rL !^I =_{I `_� _ i YI I_ r. I: I i' - I --1 I -�-I ° ry I 1 1 L I j I I i
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-- r - _ _ -t - - _ ._-.- ___-. __._ ___.._ ___ . 5 flecltfnica / electrical/ plumbing systems and associated materials located on the drawings, are - - _ p--«----__:: -- - - - - -- - -- 'NP l
--- . `-_,-_. ,_y . ,e-= ._._._ _-� �. - ----.---- - - or inormation only. These systems must not conflict with or violate structural integrity and
\(i fr r - J _ J' .� ,I , �,1--- -_ - _ � , . -- -_L_-- - I - r current [ode requirements, and coordinated, designed, purchased, and installed er 11 y
---- _ ul I M rr r'v/3' �t hl C._i I _..,tom. I. 1-; fir--.. ; I i - N rl„1 eS-I �i':•o f r i ' < k! < /lZ applicable current codes b re utable, owner a roved su liers and or subcontractors. And, � � 1
I A F1 I; --'J ,- - /2x IC.. �. �� r __:. �'.. 1-1._1�R r... ,1 ( I I is 6. the heatin contractor a-a.`-1--�
I C 135. I I r' I Ar 2 I r. M` -- r Y P PP PP i 1 _
_ I' I C 2l; `-- ' -! _ ..._ _ - --.. .._Lr _._- 14I I _ _ _ �.. g actor shall properly zone the heating system and locate thermostat(s)%ith ! I
- f 1/ A iT - i I
it c
1 10
I i - I . 11 �,) O .I 3- - i __I��-t " --�� ___ ly _____ r __.�,L I, _, i,, l _ ,I owner's approval. The HVAC contractor shall provide a single line diagram orductwork for �'
.14
1 I:' •I.. ! -- --_ I .' +' i- - --' + -- - -1,-_ __ I _-,_ ll I r review
ewt by the architect prior to Installation of the A/C system. The electrical contractor j �:IQ
L,�,- _j -- --g - -- _- ---- -----. --- __.__ _ _. -. -_ p p Y size the electrical requirements for the building and coordinate lighting security L-1
- ; '- // - - -- ; t --- - ----- - --- ----- :-.- ----- I _ -_ ,; i - system, wall switches, telephone lines, cable TV, appliances and other devices pert: to the , I i�
_- --_--- t- > -_ - -__-_ -= f7-F4.r1-FY-fid. /+., C J t with the owner and other trades._
-' I _ ,- __ ___ i;-- - r -....1 i _C-'---_1� <. i. FS T` __ . ____ - __ - __- -�., -_ - (' i i�. I Project --i._
_- __ - I
__ --- �� -..�_ _. I :._i ___-_..._. - --- 1--- -- _- _ - I II i ,I l 7 .is to coordinate energy requirements!or the purchase of all current code approved -
- -- - -- -- r _ -�- - - -- -- 4 windows, doors, plumbing and electrical fixtures appliances
I -.- llrl..l i. l.LLt t{6'h fi <tY /'.RE/,.t�f'. :I� !i ... rye„ �F'f:��e' h s ,.- 4 ' P g pD end other materiels with the ' I '
-- - - -
1 I owner that will comply with MASchetk as submitted with drawings for merry compllanca f -
I / f f L -U;._ I' ___._"'. a +. .. __ _ ll PY i
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-_ t .- i ALL _ __ r __ `__- -__. _. k __- - __ ..- -_._. _ -
/ _ - --__ - --_-. --_.---_-.e __ -. _ ... _. _,' - __:_ - -_- . .:-- ___ _ _..._-_ _. __I----------.__ - -i_• -_ __having Blass and windows in the swin of �-- -.
nfC)�•-. ter_` ,f.t.Nt'_� _*=}1r -:-�,� - -�-- ' g ..I...
• i I _-_! . _L. _. _ _ _...LT -'I- _: __..-f ra 1 __ ' i.— — _ _ -. -.--_ __ ! , III 'I 8 accords ce with current 780CMR3600 g Dors shall have safety glass in
' I ' i ..� i; y�l ..' .___ . _!. -..1 _ _._r�_`. ,. ,_. _ -... __ _� -.-. A,. �_ -- 1' _ J'..- applicable sections and other applicable sections in '� ��.
�' I i I r... , r-. __. . _ ______________1--_--_ --- - 1 - t --i- I I U V TTh C ✓h t`:'/?I I�,�� -- ---. 9. A '
'~- — 7ROCMR, f ---i
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I I ( i 1 I I I I t rL 1 P:• l? ( 6 1} I'Z S 11 w ndows shall be double glazed insulted end weather st pped; and cafe or doors shall be
i.. ' s` (rzxFp) ,I, LVL I�/!, �i l l ri 1 +- I ,
I _ I 1 : , I I I . N71': -T j insulated and weather stripped in accordance with current 780CLVM600 applicable sections
I "er -
_ -,.y.. -_-_ ___ __ _ -___ _ _ , , . t� 1 I i I I 1 I ! I I -- -- I ' I -- - -- -- 1`t r i I 1 101 I and other applicable sections in 780CRTR. Also ce (MASchetk) as submitted.
,, ' i ' I + I I I I , I - - a-- -- 1--{ --- ---. -{._ ..1_ _ - (` n/ C•F. 10 The contractor shall assure that all roof areas are properly drained and that site drainage is
0 ie'j I NC '. 2y YJ rte.: a� i F� � + I -- - - � -� � � � % y Y
�; �1 L c i L_ I i - cn
I LJt� not adverse) affected 6 the location of down spouts. Foundation dramail is to conform to
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j ! �� CIJj'' Q Y`tiW rrl-r)r ` 1�1)•/}-N . r n`` f �llp �T I t -____ .__ _-__. _._ _ __ _ .. __.--'__ _.. __.._ all torten[ 7R0 .MR 3604.5 settlor. pp able int P t -__ __ _
;. (Pi A15 i 1� rr�NVJ:i' f ` �I . _ t<(�ll rr: S I __ _L- - --- -- .— -- - f
I I i +- -- --- - I I All wall sheath ng (min. I/2") sub -flooring (min 3/4h) TrR G glued end roof decking
. r__N ! I -.- - _-. _.-_ - - _-..-_ -- �-.� .. -� L _
I
- T L)? 1 v/•, i,) t 5!8") to be APA approved standards for CDX plywood R n..
I r G, '_ / 110 NOTII+C --___ -.___ ___._:.._ _ �.._ - T �� _�`r Su 4r.hl�Ly>I�e All pressure treated wend rhe?i txrated ee" t i
yG
n
} / labea140 yearstock.
�e - — - r r,. e t nTr7
`1 ; } I PIPI n `"- % I'. Smoke Detectors shall be installed in accordance ssa h "'SOCR1t2 9 t9.t and [+FPA 12 I
I •Z I j An a$ built plan must be I Chapter 2liated in Appendix A, 919.2 documented: 9sX1AR19.3 to 919.1e a aoelectric type 20 fee, I I
I I ' i r 1 f I _ from a kitchen or a bathroom with a tub or shower; 9193.2 in the immediate vicinity of I l
' i I �- (1 i ISdbm][fedi n [Illi department stairs, in all bedrooms, in each story within a dwelling unit, including basements, and an I -
} ; . t 1 I I {# i ;prior to foundation inspection I^ 1 �� r q / I I� I (� \ t . i i
i� / \ l_ t I G I\' 4 additional y somatic Smoke Detector(s) in residences 1200 square feet Drover,
I for any further constructfort: -
{ I i 919.41nterconnection: Smoke Detectors shall be wired in such a manner that the actuation of . I
3 j I i �, �` <T%tQ NTiP:f_ CxiSTiNG �r11NGtl(J SiY)IN TL SfJFhT11kG
i' one alarm will actuate all the alarms in the individual unit; 919.5 Battery Back-up: In addition I
1 \ �rti Nit"TYvFC F(�
, I I, I I I_ _ T I�, >` c I � rr,F/; I I /: {)Lr 1912{, ' 11� r to the required AC primary power source, required Smoke Detectors shall receive ower
I P I i Z --\` .. q' I N `�T4 L4 Nf W L -i IJ I jT, Cr' 0/` (Z <+t f �- C.0 � t < < ,. --4 from a battery when AC primary power source is interrupted, 919.6 Acceptance tesstting: ' 1
PcX �) w L L 1"xl I �Z�N - r. S / > Farr✓ n.
- I F - - I- - j kl v -G V� 1'k I `, -j` I )y �' iy (;• W GGIs( I i 1 "rt I"'{ - subject to 100% acceptance in accordance with LAPPA 72 listed in Appendix A. ! I I
_ - - - , - -- - - - -- - - r - - -j _ . ---
1 I.
-ti -� __q._- j �� I i -- _ �. _ ;I - !- - I I _ . _ _. _._ -.. �_ 1_p , _. _-. _--\ - � `I � _ 14 Contractor to provide venting of I s.f. for each 300 s. f. of attic space with vapor barrio, and
�kYLL..H i. I I ,,I i �; -, ,I I ! I I � �� -`-- - -` ���- -- - SOs.f. withoutvapor barrier. Eave venting shall have required battling and have aminimum I '', I
{ rwl vs , - � r �'
i� , -- 0 T clearance under roordecking up to ridge venting. 780 CMR 3603.6.8.1.1. and
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1 I. 1 'tet- k II -- Ff � • g�
-.. _ _ - f,yy�/yx2$, Ri /. I r•{1'.LT �1rt��-, , ._F�r/ Li 1i:.f- C I -- -- - - - _ -- applicable seasons of 780 CMR 3603.6
..._..----'---- _i --.- _ i - I _ __._-•.. .t -; ----i-. _� __ .,_-�`---- - --- - -- ---- . L-_�____ ._. ------ --...- - NrW ?"_/11l !!NI:. ,14C�-"Ur.l✓0r/) YYX :SS) ?A� 1'4P'.-1._- ---
I I ¢/ a tic i
I W - 5 .� f^,�.'G r I �U(' 112 .� l.N. NF'Gi f`+ L\di . -�, ' Id t -JD M.) ti•' , /(2 "' F,1`4 Y IY/. rt 0 - 1 � - __--- �-�� .. ____ TZ, � � r�C? (+M t L � L.J � Cr Y7/=•f: SLY 2 IS/3LlKi'7.': `j ___ ___ �� i � � ..- - 15. Anchor bolts shall 6e laced 6'- � !
- - I -'- 1 I / I ...- __ _-__-- .P - 0 n.e, and l • - 0" from comers: bolls shall be a min. of'R'
_--- - - .--. - ---- ,---. 1A _._ 4 r" , : e R rt�G ,,)' .diamet r '
r --� -fP I r ___ \ � J f. n/'- 7 L/ l.!TL (� 1�(i ri/i r` Jr' r�:LL- - __ F .threaded and hooked and embedded 8" min.. - I
I
i' .. rn fTl :r F LIQ :I i I -+ 1 __ _- -11 _�
�� 11 r I -_ , -.--_____. - IC,. Min. framing lumber shall be Spruce -Pine -Fir SP with
f -(- \ - .�,. -
.,_ _____ _. _ .• i--� --T , 4, -- _ -_._-_ ( the Design Criteria: Fiber Stress R 1_�
- i� i t "'- - j '� � '+- i :L: ��`'x,,.i -- _-.- __, I • - ,- d, i . - - _ _` >;--- �..__�- _ ___t3 _ - � t , �,�. _ __ k,
Rlodulus of Elasticity as required in 780 CMR 3600 tables etc..
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/•i V < t , i , , I I i n I I' I iia I i' 1 I, 1 I. , d i I _ -_. _ 17 All header members
and (lush fmmin shall be installed with 12 gage metal luangcrs U-
�+�� � ' I - -1. I ;i i - � Ln..1 T 1 I ,G.. hh ------ -- -- ,�I - I I . I :.7 I I. p 1, I ti l' S g 1 J
____. -__. _-_-_-___._. -;rip... -._-- _ _.,-_,-- _ I_.__.; _l:._:._.. ._u-i....l i; 1 ; �I .-_--.._ .--�.. shaped by Sims sonor n . - I
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, I I _ t I II i t 5�.'r'i' 'T:: 'L �� _. _. _ t k,.. .. -' ! _- -- ? ,I __ -_- _... _ . _.. ---11 r ii � _- Y P e9. and nailing holes filled with appropriate sled naris.
-.mai -. -__- - II
•� + -lot/ x21 � I --. _ - -_ _ - _ t ._ - - t�I ATF ftp=,T- - = - -- - - __- - 1- - I 1 � p" j
/ --� 2 �- a - - - -
�_ ----- _-:�,__._____ _ -. -- -- +-_T7__- __ __ _ IR. Double all floorjoists running under artitions ualld with' o r
!i ' 1!; _ '__1'r_ __ ---- --_. --_.. -- _ -..;-.. -- - - ---- _ - - P .P 110 framing. Plumbiligslxk I
-- i I �' IZ O � ` I :, I ___ __ _-_- ___ _-_- „ _.--�._ , c _' - - ', - walls to be 6"with a min. of 6" clear to alt w .. T
�FlFAyN 2 i ( ,',i ( I, I I, ^ GCf9L Ch1 q f` - u .._-.-__ - i -_ .- , _. __ __ _______.__ ___-_. - - - __- - o for stack between doubled floorjoists R double - I }� (h
._..._/ , _-.�-` : '�1 --P,r_ i VL_F7Yr,L --- --_ - __-- -_.- - - _. - _ _ - - : i --- headers. i
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)" I ! I I a f^ -,/.r Af> T5E_ �. 110.1 I�,CCIt. 101 NI II LI 1--, - --T-1 ___ _-__. _--_ -__ - i (- , I
1 , II--(- - - I1L i� -=� :�- il,tl - - ,5
' i I I r I I` 101_'
Pi fyEr Pict-/ .)C� AS N1 N135� ---- - .-----
s ,� I I I I : ;! __ -r __ .---: Z v _-�1-- t( _<'S, 1 I -- - >_,__- ,,_, ? - ___ _ - _ _ _ 1-�i __._-- _.- I t _ 19. All studs shall be min SPF p l orf[ 2 grade. Exterior walls and all e i g I
�. `L ! �i i'. '..I .� 1 : p-1:1-Lr'i Al.. ^f Cv ..hTr lN-s C: '! �✓J ) : -I I _ Y -I _-_-._.. _._--_I i, ___.__.__._ _----____- _ barrtl, walls I j r
' •r (a I ' t 1 -. i - I' ,'I cr' • __. -_y_' +r _ .. ¢ -- ----- f i . e I __, y � : I I - - - , ' I - I - - structure over two (2) floors are to be 2" x 6" studs and or as st
-,� 9 1 - .� i'', d i - - _ _,F,_tFrP: f7-� r__. i In.... l/-'1' _ _ 17 U LI GNa',6 �,. I -j- -- --- - -- - ----- - mctural -
_ I G aide[
W.-/ 1�: -i_vC L•/ r: LI'lY i'.. a -.! I : i t f -L (� >. �� is -. - - I I }, _ ---_ __- .. _
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r.fj•.r1 I �.. x i 7V•✓` 1 'I- S C I --_-_- -_-_ ____ ,. _ �__,_p ' i �I ''� i u I,... -�i_. 1 plovidc l x 4 fr or metal erose b"Jgin•g at mid span of fm 0
en 'uc
4 1 I I .i I i �f �E Z,Y C, .1%''i�!, fr� _ _ _._____- 1.__.._._-___ __�,G.i �:'[_ {4. __._ _ _ - _ _ _ I _ -. _ n I orjoisr s, and /or aslnotcd. a 1 (5 I
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i. �. 1 Yt�!r<N 711x:, :. L.-fI_V 'jY f'iN:L ; '..,i __ __.. _._ _ ___... _,. , I. •r,-10,9, . .-J_, .fl _. _ _- — _.__. __ I. 'i-{ ?1 All windowsand doors to have hes + .. 'i 11),)
r i I i, I.. -._.-_ -- ---- . _ ,'7 �. ,- - y-_ I II _--------- _- 'I_-_._._L.t _____� __ - I __t dcrs at Ovals and bearing partitions with headers
'� / �. LF I. ,f I - _ - -_-_ _ ___.---_�-- _.-_ _._ t _, !J, - ;•I ___-. `._ Vii' II i; __ ii �____-______! ___ _m__ _.,_1-! constructed oft-2"x10"w4th 1/2" COX between unless otherwise n - , i I I
t a-.� i 1 i. ----- --� --- ---+- - __ , ' _ ._ _ 1 -hi - - -- t e orcd. _ _ 1
__ ____.
-.-e. ___....._ �_-�,_. _--_- _ _.___- _.1 _- _ ;I ... I p :,, - -.. - _. --- - __--_-__--_._ } 22 All foundations. rootings. and piers to be a min. nf4' 0"Ixplow finish grade. Wood #
-____�_ -= --- -- _� r, - ---- I ! I
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j _- _-. i __ _. t{ { -_ -___ _ _ on other than ressure treated shall be a min. of 8" from finish ane. All habitaMc }
L i I ; _._ - - --pFArfYZ , �f1 - ---:._-...- I -!; 1--' ;i _---_ - _ - ___- _._--__-__. 11 P g i
-___. - __. ___ ------x , _ -_ -_ __--. - -- _-_F-- -. ui. - :1. ., ..i. ( I,i I- -_-__. ---- __._ ands storage space is to have dampproofing from grade to bottom of in accordance
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2 LL/L I "/y v °l l/ urs r -- _-_ _ ? 11 -- -r — - I . } -.- - { _-- - with 7$QChfR7604.6 w4th crawl spaces properly venMd.
4 -- — -.�_ � _. _ - i _ _ �__ -- . _ — —. , i — -_- -_- -- — +1 I _ l I
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(.t , --,--- --- i. r - _ ' �, - 23. Contractor shall use pressure treated wood against exposed concrete 1 1
�, J
r �---- Imo_ 24. Provide fire stopping, vertical (i 8'-0') and horizontal to meet current 780CMR and all I I i
. - NI L I _ + ✓` F .\ �� 14� t `x t l ` r ,`� -. _ _ _-- I I r C • I �,7 �n t.' G I„t.i'r L-{ Irj L.! Tr I I f applicable sections of code with a minimum of 2" wood dimension or with non- - I ' I f
il, -' 4 I r� �I G `T i , 1 i' _� %�1GVl�Fjt,(,n„ �1'J i.1j cj -' THF)lC,&A �'j)�U a' I i combustible materials; with 2" clearance around chimneys. I01l I
Int I, I e. I 1 , r5`( 5r®.e0 `2Pr r.�'2 w 'Fns - I Chr,�:L ht'Ac I I 1
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IJ 7 i I `} - I i iF N G F, .+- `•'~' ^ i ( �.' ,/ 1 311V ATIr_;I`a----- - - --- �A - - - 2.. Insulation. use for fossil fuel or electric heat at roo6ceiling; exterior walls; and foundation pp I
' 1 v `" I I I ;.-. -_ - - I _L STUFri I JC. rf, r. NI r,��.,, %�> r/, I' - � -,r s'"�`�) Is walls, i�wlabs,an er and or appropriate oor natelsbefibei glass
ass required a va orlland/or - VI I I
N I� (� f r` Il"! , t t r
I -_ -_ _-. -_I U-t.'�-�V#- `meq '1r, / 1 �/D F•I '/ r, W, t 1- -.. - __. _ - —. 1 PP P polystyrene 9 Yt e n)i I I
�• > (A4ASCheck) calculation as submitted. � ,
f IA�FAF'_NT ---- I l�cr/IF'1'-IT 7 6 i
-_ �_ - _ ___ _. _-___-___-____ -._ _-. I-- _-- _ -. - -_ __�- Shop welded connections shall be welded in compliance with appropriate provisions of the
I - ------- -` - - -- - -- ----- ---------- "Structural Wilding Code"of the American Wading Society. 1
�t __ — _ _ _ � �I I jj
- -- � - -- - -1 T 27. Field connections shall be bolted using 3/4" diameter A325 H.S. bolts. - i `i i 1
l structural steel
-- - -+--- - - - -- �, ^� //\ ,7I� _ 2 conformtoto ASTM shAa shall be ASTM A36 except II structural to which shall '
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1 - - ' r It i•FT I �- f• IJ �`f _ h+, (•'" i , .!� I I J L �j �/�� I �,._.` I 4 �/, tl - `I �I 29. Rianufadured wood beam (Micro Lem.)(LVL) or equal Fb m 2650psi, Eng 1 900,000. Psi �; I I
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. i I I LGU �� F�c'r� r� Y l �" L.rvnT� ! 1'x1 . _ _ - \ r /'.r: �//> I W) 30. Concrete strength at 28 diets - 3000 psi.. Concrete slut] be proportioned, mixed and placed in I , � I
I I i I (,LrI-G rtuci., r FLrr t-
�- conformance with a ro riate rovisions of ACI - 318; and backfilling to meet current code - �'0 i `
I _ * ori Nf`)`I) y.-<eu-r',4 a1- rr(,� PP P P
I I ✓ f�ll'K,1•- 1/F- F� 7ROCAiR 3604.4.13.1,and 780CR1R36043.2 not until the floor deck is in lace. t ! I ' C ,
j 2 ?v� +Urr;t4'/ti I �K Fxi ,iity� AGF TO fDFCILItyG s P I
_�_._ -. i-- _-_ , .�- f1%Ift hIV ~Y7nhtL.Cr p{?c..v1✓DF r I i
i �, - - _ i L ;, __, , , - I _ L.- �- - l- r 31. Reinforcing bars shall be new billet steel conforming to ASTRS b] 5, Grade 62 t I
__ .. _. _ __ T--_ _ 1_ _� _1=i.--_V_I__ .�- Inc �T 1N iFl?S 910 r^F •j�.C�T Y�% N1' GC Jr/ \ yYF ctZ rr(N f f _V �;
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