00-0496-006 � U
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General Motes
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228'-0" j 36 v '�
Contractor shall verify all dimensions and conditions at site before 51'-10" 62'-2" '� 0 Z rn
62'-2" 51 -10 y ' M M o, .4
construction begins. M
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All construction shall comply with S.F.B,C. - - - - - - - - - - - - - - -
'- —o — -0" W
Plan C, Lot 7 5. .. 2s_o 5-° —
s including 'I—'� - - - - - - - - �`� - - - - -
Clearing: remove organic and other deleterious materials, g - 2,240 sf building �-
designated trees, roots, etc, From the affected site.
3 Bedroom I �� I ;� I- I � I �� I ! >�
Areas to be covered by buildings slabs on fill, and all areas under 5,367 sf lot SIZE', l ( I I I I I I
paving scarified to a minimum depth of 6" and as otherwise required, ' 1n , 0 -J I - -1 , I o N 1 0 N I- , I- -
to remove stumps, roots; etc. Complete work before starting 900 g septic tank I
foundation work. Remove all trash and other deleterious materials 330 sf drainfield I L _ _ -I_ - - - -� I I
from site and stockpile approved materials for site grading. r -
330 sf reserve _ _ _ I l 7-- - - - - - - - -
Excavation: Excavate footing trenches to depths. indicated on r 4_ _'1111111_ - - - l l I
architectural drawings and details. Relocate excavated material.
I I �Backfill under foundation is strictly prohibited. Plan B, Lot g AII wood in contact with concrete shall be ressure treated. 2,24.0 sf building f 1 1 ul Lumber used shall be identified by. the grade mark of an approved 3 Bedroom I /- I I ► ►� I I �- U Lumber. radin or ins action bureau or agency. Stress-grade ' 4,475 sf lot size r°r� ' I j I I I ll I \ I C � U DD 9 9 P for; 'C tank I I I 3 lumber:shall conform to the National Design Specifications 900 se tl:Stress-grade Lumber and Its fastening g P - /- I 330 sf drainfield �- �AII structural framing members to be 1,500 psi minimum extreme 330 sf reserve I
- - - - - - — ( I 4) isq
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fiber stress in bending (Southern Pine No. 1). o 0
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All concrete in contact with round 'to be 2,5Q0 psf ® 28 days. "�(- T - I T
g Plan A, Lot 9 l U
Concrete above ground to be 3,000 psf 28 days..
I I L -1 ° I lob i I a I IoF- 1
2,240 sf building I I J J Cn
Reinforcing steel shall conform to the requirements of ASTM A615 `° s-o °�,' �r I � t I o ' L J 5-°° u � � �r 1 N
3 Bedroom o! I 1 5_ O O
specifications for new deformed billet steel and to grade 60 specs o "I I N I a �, I c C", I " (Y(N I o N I I I V) —
i h min. Yield siren th of 60 000 si. It shall be detailed, 5,367 sf lot SIZe o I -
wt a g , P I I I I I l
fabricated and placed as recommended by ACI. welded wire fabric 900 g septic tank I ( I
(w.w.f:) and shall° conform to ASTM. a-105 double w.w.f. 36" on each L -� - - -� L- - - -I- - - -I - -20'-81"1 - -
°� monolithic footings. 330 sf drainfield — 20'- " 20.- ' _
side of bearing walls` and. 30 around perimeter of moo g I _ _ _ _ _ � •-
_ ",I, _ _ _ —
Concrete masonry units"shall be load bearing type conforming to 330 sf reserve
ASTM C90 mortar shall conform to ASTM C270, type M. '
All roof joist, outlookers, beams shall be secured with approved
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- I
metals 'ties, clips and anchors to tie beams. 00 1
• I
work.
4
Use aluminum nails only for all exterior wood wo N
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c-
AII stucco scratch coats shall be allowed 24 hours drying period.
Burglary Intrusion Notes I - - - - - - -- I
o I Drainfield
and doors connecting garage areas with living I I Drainfield
Swinging exterior doors a 9 g 9 I 214 SF I I 214 SF
i
areas shall be secured with a latch and single dead bolt with 1" -
minimum throw, or a combination and latch and dead bolt set as °'
s-o° Reserve I- I _ I Reserve s-o
follows: swinging entrance doors to individual units should comply with _ I
and shall be secured as set forth in 6 Res SF 1 - - - - - - - - - - - - - I 214 SF I Plan C, Lot ,3
paragraph 3602.2(e) herein Plan C, Lot I J I F - - 20OG j , , LOOG� - - - I - _
sub-paragraph 3603.2(p),(1), or by combination dead latch and 2 240 sf building 2,2'40 sf building
hardened dead bolt sets`or.°dead. bolt which contains an insert, each , 10 T T
3 Bedroom � 22•-,°• ;- • � 5' °" _ 2'-�°••
With 1" minimum throw. At least one such entrance door shall be = 3 Bedroom
— — — I I I 5,988 sf lot size
provided with a door scope or vision panel complying with 5,988 sf lot SIZe N �N ' I 1
° ,- - — L - - -I" F- - - - - - -� I I 900 g septic tank
sub-paragraph 3603.2(e)(1)(dd) of S.F.B.C. 900 g septic tank C° I I I I i I I I Drainfield ° I I , Total 428 sf drainfield
Swinging exterior._doors and doors connecting garage areas with living N 1 I o Drainfield
Total 428 sf drainfield �, i ( 214 SF I , , I 214 SF I I I Total 42 sf reserve
areas shall comply with paragraph 3603.2(e) as follows: swinging I I 8
lush construction, and shall be not less Total 428 sf reserve I - - -
doors shall be of solid core; f I 5' ° Reserve I^ I - I Reserve 5 I
than 1 3/8" in thickness. Swinging doors of stile, rail and panel I I 214 SF 1 i 1 I 214 SF ( I 1
construction shall have rails and stile not less than 1 3/4" inches in ' I
thickness with retaining tongues or splines not less than 3/8" in least I I I 1
dimension. Main entrance doors shall be provided with a door scope , I I 2r-,o° 5'-0° s-°° 2r-'°" I I
P
or vision panels complying with paragraph 3603.2(f) of S.F.B.C. locks ► I I ' '
on exterior doors shall be a minimum of 6000 possible key changes _ _ - _- _ _- - _- _ _ _ _ - - - - -_ - -_ - -- - - -
or locking combinations - - - - - fn • -
" I N
i - = - - -- - -I ' i - - - - I I En E
- - - - Drainfield
Drainfield I - - - - - - - - (- - -1 I 214 SF 5,_0.
21 4 SF 1= I r - - - 20OGj l 900G_-. - - - 1 I .C-
5'-0" � • - �
- - - - - - -{� I I T I T I I - - - - - - - Plan B, Lot 2 3 v -�
Plan B, Lot 5 _
Reserve I - - - - l Reserve I 2,240 sf building
- - - - - - - - - �- - - - I 214 SF 1 o •-
2,240 sf building 1 214 SF I ° ° I I ,
_ � _ _ L _ _ _ _ _ _ �, 3 Bedroom i— � � O
3 Bedroom o �-- - - - - - - -I 1 j _ — 1 - - -, ,- - —, I '
l 22'-,0" - Bu11 In 2 O Drainfield I I Drainfield ° 1 B di 1 s' o° 22'-,0" 4,993 sf lot SIZe LL
3 sf lot size I I
4,99 I
214 SF I, I I 214 SF I I I � 900 g septic tank a�
900 g septic tank I I " _ z O
, I -� 1- - - - - - I Total 428 sf drainfield
Total 428 sf drainfield 1 5' ° Reserve I' I Reserve 5 LO
214 SF I Total 428 sf reserve a�
428 sf reserve I 214 SF I I I I I .c
Total I
I- - - - - - - J
1 I I 22'-,0•• 5'_0" g'_0° 22'-,0° I
t _
i
- - - -�90007 I I 90OGJ- - - - -I I
I T I.
� I I T I I
— - - I- - - - - - - , I 03. 13.2000
I I- - — --- - - — — -
I o � I I Plan A Lot 1
I r �� Revisions
Plan A, Lot 4 N I I I , I I
2,240 sf building N I I I rainfield I I Drainfiel I ► I 2,240 Sf building
214 SF I ► 214 SF ► I ► I 3 Bedroom 1 12.20.2000
LO Bedroom 3 Bed N I _ _ _ _ �� F - - - - — 1 I I I 6,470 sf lot size
6,470 sf lot SIZe I 1 -° Reserve I' ' i ^ I Res Se 5 I 15 ° I 2r-,°• 900 g septic tank
tank 22•-,0° I 5'- 1 214 SF I I I 1 I
900 g septic I I I
• I Total 428 sf drainfield
Total 428 sf drainfield 1- - - - - - - -J L - - _ - - - �
_ _ _ _ _ I I I F- — — T — — Total 428 sf reserve
Total 428 sf reserve I 22-,° 5- 5-0 22-' I 1
"-0 Reserve I Reserve?14 SF I 'I I _ - -- I I 214 SF
- -
I Drainfield
o I Drainfield I^ I I 214 SF I
n. I I
I 1 '214 SF - - - - - - - -- A= 1B L_
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s
32'- 30'-8" 32'-10" 32'-10" 32'-10" Sheet 1 of 30
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Sifelsepitic Plan
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• Scale 1/16" 1'-0"
' 11
s