HomeMy WebLinkAbout08060077.13�tlt�►�
Prujec� �Totes
Generai
1. All �ontrac#ors are te ver�ify all ciimeasions, nates, �nd
Builder's spe�Y�eation� per tbeir work.
2. All �vn�ractors are to ci�an u� �he jobsi�e, per the�r work.
3. All C�n�ractars are to verify all applic.�t�ble cades or vrdinances,
per th+�ir wc�rk, due t4 snbsti#ufions to any ma�er�ia�s, campoaen�s,
or �ssemblies g�nerical�y sbvwn vn these docume��s.
4. AI� m�ater�als, compc�nen�s, and �.ssemb�ies �hown in scaie on
the�e doeuments are il�ustrated fvr desi�n purpuses on1y,
and may no� he the actual si�e �r made� number used fvr
construc�ion.
5. I�ati�y Archit�c� uf conflicts, per a�� drawing n�tes. Verify tbe
d�gree o� "F�nished" �.nd "I3nf nis�ed" areas.
'Tbe Architect shall �nt hav� contral of, ar be responsible for con�truct7ion
means, me�hads and �racedures, cc�sts, �fe�y, nther'� written s�ecifi��tions,
and a�c�s of on�i�s�vns af the Uwner,l3uilder, Subcuntractor�, ar o�her persons
perform�ng wnrk an heh�lf a� the Prfljec�.
6. Apply a11 applicable prach�es tv ma�ntain permanent protec�ivn aga�nst mo�sture
tiamage and water intrusian ia�v tbe ��ruclure.
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7. Arch�tect sha� apprcve any shvp drawiags required nf this prv�ect.
S, All site g�a.nniag, �ntearivr des�ign, and ki�chen-ba�� d�tai�s ar� by
the aQ�ropriate Subco�tr��tor.
9. .A►Ii mechanicat, electrical, and plumb�ng (I�IEP� d�s�gn and
detaiL� are by appropriate Subcontrac#urs.
Sit�
1. AlI fiil brought to the si�e sh�l� achieve m�nimum compacfiun
requiured for cvns#ru��on af this projec�
Z. Fxna� grade shall be deter�i�aed by individual s�te conditiaas.
3� Slupe grade away fram build�ng per�meter.
4. Conrdina#� rnasc�nry ledge andi or concrete foundation wa1�s
w�#h f�a� grade. See "Wall Sect�on" and "Elevat�ons".
Fra�ing �tructure
All framing �v cQnfarm with pr�cnces, insta��a�io� requirements,
and prvicedure� uf the supp��ers, and ma�ufa�ri�reirs.
Flour and roQf trusses, laminatea beams, �vc�od cvlum�s, jois�s,
rafters, �ad connectars �hall to be ����d and cer�if ed by �he
manufac#�rer and/ or sup�l�er.
3. ��eel beams, columns� co�a�etc�rs, and as�emblies sh�it �e
sized and cer��fied by �he maQUfacturerlfabr�cator.
4. �loor �nd rnof loads be �lculate� per incal codes an�
condi�ions. Review a� cons��uction dc�CUmeats and spec��cations
to determine de�d l�ds uf ma�eriaL�, cnmpvnents, and
as�emblie� uset� an tbis �raject.
5. .A�� coacrete, g��-cast vr cast-�n-piace shail i�e sized and cert�i�ed
by the su�piierf€abr�cator.
:7 i/Z'' x W iS
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���`�.sr�►�� J��,t�a��,
St�.ir �ecti�n
''t�al�
8" canC. �ivck �v�i�
I Z�' cvn�. ��ack �v�ll
c,m:u. �ia�el
a�
.8"g �b" �au�. block p�er
w
fao�ing I w��� M step w/ gr�de
w.+�r rr�rw:
�.i. .w.
trus� ja�t tY�iea� sp�n
2"x jois� t�Picai spaa
per�meter foa�ng �r�in$
��m besm wi ��ee�. p(ls�
�am bea�n wJ �vlid woud bearing
ste�l beam wl s�eel p�st
�uured cuncrete �ali, �pecifi�atian�� b�
in��all�r
2"g 4" stud �va��
�"x �tud w���
S��IIId illSil�atl4II
exterior w��� r�v�I m�sonr� veneer
Al� sali+d bear�ing �hal� coa�iauous frvm �p�l�ed
�aa�. t,o fvo�ing l�Q �n��rrug�on by �Qr�oat�� �empone�ats,
un�e� a�pro�ed b� Ar�hitec�.
"R" Va�ue Tabulation
1. Outside a�r film. R-.17
Z. Br�c�IStc�ne. R-.39
3.112" air space. R-.97
4.1/2" egter�or sheathing. R-4.0
5. 3�.112" batt insulati�n. R-13
6. i12" dryw��1, vapar barrier. R-.40
7. Inside air fi�m. R.G$
S. Wood siding. R-.79
9. E.�'.I,S. �edeer. R- 5.0
Tot�� "R" Value �9.Gl�bricklstone)
Zo.o����a��g3
23.25(EF�S�
Y'vv�e: Nvt all m�ter�als may be used
an this project.
'V�Vall Sectian Key
1. Roof covering over 3U# fe�t, see
Builder's specs. Add cempaaents,
as required.
2. 7«6" OSB roof deck
3. Z"g 8" rafter @�6" o.c. (7112�
4. Metal gutter
5. Sf4"x 8" wl 4.25" crflwn
b. 2"� 6" ba�d brd, w15l�"g 6"
gutter board.
7. �I4" cedar soff t w! 2" cant. vent
S. 1l2" drywali wI V.B. R-.4a
9. Ceramic tile aver requ�red backer
k�oard
14. 2"x 4" trim framing
11. 2"g 4" studs a� 1b" v.c.
�2.112" 4SBlinsu�ation, Tyvek
shea�hing. R-4.0
T3. 14" woad truss ,�oist lb" o.c.
4. 3I4" OSB t/g floor deck
15. 2"g 4" pres. trtd. siil pla�e w/
�12" aachor bo�ts a�7r 16" o.c.
16. Bri�k veneer. R�.39, w/ ties.
Weep at flash�ng
17.1�" poured canc, wall, specs. by
insta�ler.
18. 4" cvnc, slab v�er 4" cvmpa�ted
gravel �U, i�.B.
19. 4" pvc. perf. perimeter dr�in in
gravel backf Il.
2Q. $"g 24" cont. conc. footing. Reinf., per
site/soil �ondit�ons
2�. Moistureproo�ng system
Z2. R-13 batt ins�lation
23. R-38 blown insulation
24. 2" rigid ins�t�a�ioo. R-10 (optional}
25. 2"g 6" ceiling a�afters lf" �.c.
Zb. Limestone b�nd trim
27, Stone veneer w/ weep 32" o.c.,
R-.39 w/ ties
28. 2"x 6" bracket ledger
29. 4"z 6" bracket assembly
3D. Metal flashir�g
31. 2"g 4" wind brace 48" o.c.
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