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APRIL 11] 1991
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All f trusses she ` 1 be furnished b� lrus Juist ' 7
~ Curr,uration . Provide engineering and shop drawings
(I) # 1i► A� e' , Tr
or depth and spacing indicated
G+rl��it6 Sio�tr as o"6. h�Ft �crirNZ�WJ 1`JIUr. "� ,
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,r- 1 r [ . Janufactur"er , hall provide all hardware , han '• rs ,
�w, •� � GMN WI►t.�-o bIockin anels and cross bridging required tr.r• a 9 P y q �
f3+tkf� 'SWCW 54 complete installation .
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ROOF FRAMING PLATIN
Fill and compaction ito tv
Place and compact bac/•f i 1 1 in lifts to required IoM I 11 ,,'.o " I II I II I II I M I j1 �- I It I 11 I II I 11 �` 1 ;1 I yin 11
T elevations. Do not place on water- ooftened or frozen en sub-grade. �}-o 17i' � 2-b 12-�
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Structural fill under inter. .~r sl &6% and ex t:er i or sl at:)s as
-w Q 11 noted shall be pit run granular fill ub!:,tant f al l y free of organic or
l� G ,...,.
other deleterious matter . :;/4 i ncn m4 x i mum aggregate dimension. I �
II Maximum 5 percent glassing Number 20C, s i nve. I i i
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• � Granular fill shall be p:, aced in lifts not to +xce:d 8 fi _ _ -. _ _ __.. _ ._�
inches loose measur. nd compact
to densities (+/- 2 percent) noted
h 11 below in conformance with ASTM D698 (Standard Procter) it
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UriL.ar Footings: 95 pEl!rcent
b li Linder Sl abs: 92 percent ( I
0thert 90 percent
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GENERAI. CONSTRUCTION NOTES
1m 1. GENERA!
A. A11 work shall conform to minimum standards of current editions of UNIFORM BUILDING CODE
and a)1 local ordinances and regulations. —•
2. EARTHWORK I
A. Excavate to minimum dimensions Inal(sted. All footings shall bear on und!sturbed ex- I I II
fisting soil, at minimum depths Indicated. Mater softened trenches shall be reexcavoted. i :I
K >< A____ = B. Fill under slabs shall be fine graded compacted, 3/4" minus gravel find sand. I I ( ( 4
! II t►01 _
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I - •� ]. CONCRfTE MOR!( -- � " •• '
t - A. Transit mix concrete shall conform to ASTM spec C-94, minimxim 5 sacks cement per cul,ic
`-` yard, with 4" slump. Minimum ?R day compressive strength shall be 3040 psi, --Air1
v
0' J��J _.% R. Relnforring bars, when shown, shall conform to ASTM A-615, Grade 40.
.} R C. Relnforclnq meth, when shown, se I1 conform to ASTM A•1.5.
p. 17/' I1"f,03o V 4, CARPENTRY
A. [umber shall conforsn to following WWPA or• KI-IB grades: DF/L (or as shown) r I I WillO
1. Studs (10 fret and shcrter): stud and Better.
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3 O+ M I� b -M� ?, Light framing (4 x 4 and smaller): Standard and Better. -may
k 3. stru(tursl
10
�olsts and planks ( 2 - 1 Cottee: thick, 6 inches and wider) No. 2, 1� 1
V- l unless indicated otherwise on drawin s.
d% ,I 4 Beams and stringers ( 5' and thickgr�: No. 1 I (� W �,� a. 2
I� 3
5. Posts and timber
-4T - s ( 5 x S inches �d larger)• No. 1.
tsl h) 1 0� ca bo i 6. rloar decking shall be nominal 2 (nth, (timsme-rcial grade, tongue and groove, random
layup for 3 spans, with minimum allowable bending stress of 1300 PSI.
4 J+a ' B. All lumber In contact with concrete or masonry or within 6 Inches of earth shall be J Ir
r pressure treated with preservative in accordance with AMPA Standard P-S.
1 f
C. Plywood sheathing shall conform to APA, C-0 INT tooth exterior glue, Group It. { I
Thickness and index as shown on dravinys,
0. Nailing shall be, in accordance with U.B.C. table 25-r, I )
E. Framinq anchors shall be Simpson "StrongTie" or ICSO approved equivalent.
F. Instal! 2 inch fire blocking at top and bottom of stairs, story lines, ceilings and
t
at 10 foot on center intervals at concealed spaces. I I
I
5. INSUIVION I 1 date: 111-1 /bb
W I M )inimum insulation values with high-efrir.iency heating equipment (5303 cceiling R-36,
1 walls R-11 with vapor harrier, supended floor over unheated space R-19, slab perimeter
4;0 ,-4 T R-4.5. Insulation requirements which do not satisfy U.B.0 Chapter 53 subsection I.1s. -}y
e1 shall be: ceiling 0-113, walla R-II with vapor barrier, floor over unheated space P-19 I I l �I drawn by: ~�_p
1 Provide minimum 6 mil varor barrier over grade in crawl space and under slabs in baxements
and where slab forms floor of habitable space.
11 11 11 6. GLAZING (Insulating type units) rr l checked: —LH
Qr� A. Glass thickness shall conform to requitements of U.B.(. [able 54 A. (���_
v =• —- - _ _ _. _ - �,T-- - - _._....._.._.___.�..�: _' _ - ____- - - revised:
Sa/ety glass shall br installed In locations as Indicated 1n U.B.0 Chapter 54. -- r
^ Safety glaring shall rnnrorm to CPSC Safety Standard 16CFR1?01.
1. DRIMAI
A Standard gypsum hna,n :ball conform In ASTM C-36. f!re rated g9ypsum board shall conform ter. w,.�� 1tk�.�
to ASTM C-36, Type X. Nailing shall conform to U.B.C. lrhle 47-Cr. /L ,( 01 Ell 1'1FaGFa , �1.�CII�i""�.{6a�1rr b�+d NI y� 'rC� k.C' r71��ITTi`�
Iib no..
B. Install water-raslstinn type In bathrooms and areas subject to moisture expnsurp. �,- r� war -Tr,y �•�� I �Prt ,raF, 4
/J R. MECMANiCAI. heating, ventilating and air-conditioning and piumhtnq work Shall conform t0 r ti
all applicable codes, regsr14tiont and ordinatcts.
'
9, ELECTRICAL wn,t shall coniorm to all appil,Able codes, regulations and ordinances FLht
t %...0o,, ASSIAD DESIGN 10ADS 250 40 _ I I G' 11 FOUNCIATIONIPBLOOR PLAN 2
Mind:
Roof: combined 1,0111L-40 psi Floor. ll-� psi20 ps f ----_•-- —.----- -----
` 3414m1c - UNC Zone If Ss11 1prltq - 1500 psi
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