00-0495-009 1
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General Notes O Q C
4� O O N
228'-0" E N --
Contractor shall verify all dimensions and conditions at site before _ La Z CD
construction begins. 62'-2p' ' " ' " , " M •0 M'4
51 -10 62 -2 51 10
All construction shall comply with S.F.B.C. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
Plan C Lot 7 - - - ° - - 28-� - - 5'-0"
Clearing: remove organic and other deleterious materials, including 5'-0. - - N - - _
designated trees, roots, etc. From the affected site. 2,240 sf building I r —�— — — — —� i — — — —�— — — — i F
3 Bedroom - I I; I � °"� I I Q
Areas to be covered by buildings slabs on
��fill, and all areas under ° ( ' U' ° I I U I I
5,367 sf lot size I I � I I � N
paving scarified to a minimum depth of 6 and as otherwise required, LO - v -
to remove stumps, roots, etc. Complete work before starting 900 g septic tank I o .� �, - I oN D 7, I F_ - o c� o �i
foundation work. Remove all trash and other deleterious materials 330 sf drainfield �- - - - - - - - - - ( Q
from site and stockpile roved materials for site grading. L J II J I I
P PP 9 9 I I
- 330 sf reserve _ _ _ _ _ _ _ _ _ _
- - - - -
Excavation: Excavate footing trenches to depths indicated on ' - - - - - - - - - - - r ' � � I %
architectural drawings and details. Relocate excavated material.
i I
Backfill under foundation is strictly prohibited.
Plan B, Lot 8
1 / _ II ,Y
All wood in contact with concrete shall be pressure treated. 2,240 Sf building _ ; 1 I ui 1 �\ \ ` '
00
3 Bedroom �._
Lumber used shall be identified b the rode mark of an approved 0
Lumber grading, or inspection bureau or g agency. Stress-grade 4,475 sf lot Size ° ' ! I I I 'I I � U 00
lumber shall conform to the "National Design Specifications for 900 g septic tank / I I I I _J � �-
Stress-grade Lumber and Its fastening - - - I - - - I / I I i O L_
77
330 sf drainfield "� � 1 � 1 I I �� � I j I `� 1
All structural framing members to be 1,500 psi minimum extreme 330 sf reserve 1 - - - - - - - - - - - - - - - -
fiber stress in bending outhern Pine No. 1 . I (�
9 ( ) I o ° o o
All concrete in contact with ground to be 2,500 psf ® 28 days. Plan A Lot 9 I T T 1 7 U
Concrete above ground to be 3,000 psf ® 28 days. o o I o I I I I C-
-l0 lol— 7 lob -N
2,240 sf building I > En I � I > cn
Reinforcing steel shall conform to the requirements of ASTM A615 ' g 00 I �i 1 f I �' f -� i �- J � `" T I -� ' �-
specifications for new deformed billet steel and to grade 60 specs 3 Bedroom I of I °� .� s—o° 5-0° 0 � I _ � I o 0 � O
with a min. Yield strength of 60,000 psi. It shall be detailed, 5,367 sf lot Size I o N N 1 c ^� I o
fabricated and placed as recommended by ACI. welded wire fabric 900 g septic tank
w.w.f. and shall conform to ASTM. a-105 double w.w.f. 36 on each I
side of bearing walls and 30" around perimeter of monolithic footings. 330 sf drainfield I 20•-8�" 20'-8° o r�
Concrete masonry units shall be load bearing type conforming to 330 sf reserve -—� •—
ASTM C90 mortar shall conform to ASTM C270, type M. I '
All roof joist, outlookers, beams shall be secured with approved I I
J I •-
metals ties, clips and anchors to tie beams.
Use aluminum nails only for all exterior wood work.
N I N
All stucco scratch coats shall be allowed 24 hours drying period.
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Burglary Intrusion Notes I F- - - - - - - -7 I I r- -
I I Drainfield
Swinging exterior doors and doors connecting garage areas with Irvin Draii.rield I
9 9 9 9 9 g
areas shall be secured with a latch and single dead bolt with 1"
I 214 SF I� I I I 214 SF
minimum throw, or a combination and latch and dead bolt set as
follows: swinging entrance doors to individual units should comply with 5'-0• - - - - - Reserve
Reserve
paragraph 3602.2(e) herein and shall be secured as set forth in LOt 6 1 `'14 SF 1 - - - - - - - - F - -I �- - -� I Plan C, Lot 3
sub-paragraph 3603.2 a 1 or combination dead latch and Plan "' I 9000 9000 - - - - _ _
O( )� y _ - _ - � I F - - - -� � ' ' I �- - - - 2,240 sf building
hardened dead bolt sets or dead bolt which contains an insert, each 2,240 sf building -( \ I T T 2'
with 1" minimum throw. At least one such entrance door shall be - 22'—,0° r—,o° 3 Bedroom
3 Bedroom N _ _ _ _ _ _ � o o - -� - - ,
provided with a door scope or vision panel complying with - - -
sub-paragraph 3603.2(e)(1)(dd) of S.F.B.C. 5,988 sf lot Size N �N ' I ?o [JD - - N I / I _ ° I I 5,988 sf to size
900 g septic tank � ; 1 1 - / - - - - I I 900 g septic tank
rainfi eld Drainfield Total 428 sf dralnfleld
Swin in exterior doors and doors connectin ara a areas with living N I I I
Swinging g garage Total 428 sf drainfield
areas shall comply with paragraph 3603.2(e) as follows: swinging LO I I 214 SF I: I i ( 214 SF 1 Total 428 sf reserve
doors shall be of solid core, flush construction, and shall be not less Total 428 sf reserve I - - - - - - -Im - - - - -than 1 3/8" in thickness. Swinging doors of stile, rail and panel 5 Reserve I- ( I I Reserve 1 SF I I
214 SF
construction shall have rails and stile not less than 1 3/4 inches in I I I I I � I I 1
thickness with retaining tongues or splines not less than 3/8" in least L- - - - - - - - - - - - - J
dimension. Main entrance doors shall be provided with a door scope
zz'-1o" s'—o" 5'-0" 22'—t0'• I
or vision panels complying with paragraph 3603.2(f) of S.F.B.C. locks
I I �
I
on exterior doors shall be a minimum of 6000 possible key changes ' j
or locking combinations - - - -- - _- - _- - -
° OG vi • -
i EPTIC TANK GAL.(M$N) r- - - - - - - -I '
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214 SF - - - - - - - - -�9000� aAINIF I ,_ rm__�.., �0FT. . - - - - - - - - 1 Drainfield 5_0
_ Z�
I Drainfield I '� O
s-o �9000� - - 214 SF
-�� T 1 : rY._ Plan B, Lot 2
Plan B, Lot 5 I Reserve If 1
2,240 sf building I 214 SF I - - - - - - - - - � - - - - - - � - - - - - - - €� t 214 sF � � o ;' 2,240 sf building o
o _s�.. �. ° .i _�.,��__.�. 1 � �;�.,,. . w m Bedroom d ro o m
3 Bedroom o ' - -- - - - - - � � - - - - -, � ., 3 O
4,993 sf lot size _I 22' s' Buil in 2 Drainfield 1 ( rc��nfl�td o i Bu* di 1 s��� ra .� x ��� ; 4,993 sf lot size 3 +�
° OEM F I w.,i i x! r rtr D
I 214 SF I 1 i z14' � i, y R L 900 g septic tank N
<l �• d ti � s 4r d , r ►o
900 g septic tank 1 - - - - - Gnu s1.,.
Total 428 sf drainfield 1 e - - - 1 Total 428 sf drainfield
5' °' s =k
Reserve 1 Reserve 1 1 Total 428 sf reserve � N
Total 428 sf reserve 1 214 SF ( I., ,Vi,µ 214 SF i .� Ln
- �Q�= 0 1St} r SEPTIC TANIC��GAL.(T
22•_10„ 5,-0„ 5. ,. 22._10• I I
I I I DRAINFEILD `{ SO.FT. IN)
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— _ - - - - - - - -
- - - - -L9000� L9000�- - - - -1
I I T I
1 1 T I - - - - I- - - - - I =_- - 03. 13.2000
— — — _ - - o 1
1 — L — — — — — Plan A, Lot 1 Revisions
Plan A, Lot 4 N I 1 1 F_ —� I F
2,240 sf building N I 1 rainfield 1 Drainfiel y_Z _ I 2,240 sf building
V_I 214 SF I: I 214 SF I I I 3 Bedroom 1 12.20.2000
3 Bedroom N I
6,470 Sf IOt SIZe I I 1 - — I Reserve I
i. I Reserve 1 I 5 I 90070 septic tank
900 g septic tank � 22'-10° 5.- .• I I 214 SF 214 SF 1 5 0 22'-,° I 9 P
_ _ _ _ _ o Total 428 sf drainfield
Total 428 sf drainfield _ _ _ I 1 - - - - I I � _ - _ �-
Total 428 sf reserve '� 22•-,°" 5-0 5•-° 22-,°" I
1 Reserve Total 428 sf reserve
Reserve SF 1 I I 1 214 SF s-o°
5,_�., 214 S F I_ 1
Drainfield
p i Di-c;nfield i I I I 214 SF
2
LO ' l- _ -1 + SF I I o � - - - - - - -I
o
N
Sheet 1 of 30
32'-10" 30'-8" 32'-10" 32'-10" '- 32'-10" r
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F1__ I d i i} �
Site/Se tic Plan '.
$Cale 1/16" 1 -0" C -� );�1
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