00-0496-005 V NAM
Genera/ M.Wes
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Contractor shall. verify all dimensions and conditions at site before N
228'-0" -
construction begins. 62'-2"
51'-10
62'-2" 51'-10"
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All construction shat[ comply with S.F.B.C. - - - - - _ _ _ - - ( � - M
Plan C, Lot 7 - - - _ I
Clearing: remove organic and other deleterious materials, Including _ s-o° � - _ - 2$'-�•' _ fi° s-o'• � - - _ 29•-53° - - - T - - - - -
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designated trees, roots, et'c.. From the affected site. 2,240 sf building �- I - - -1 I - }
3 Bedroom • I 1 I I �� ( I W
Areas to be covered by buildings slabs on fill, and all areas under a� ' i
paving scarified to a minimum depth of 6" and as otherwise required, 5,367 sf lot size ' I n I `" U' > I o I > cn I °-'
�r I I� I � � I � � co
to remove stumps, roots; etc. Complete work before starting 900 Se tic tank
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-
foundation work. Remove all trash and other: deleterious materials . . r-- - Cif
from site and stockpile approved materials for site grading. 330 sf drainfield I L - - - -�- - - - -� I L _ _ _ _I� _ _ _ J I L _
330 sf reserve I
Excavation: Excavate footing trenches to depths indicated on I
architectural drawings and details. Relocate excavated material. \ I I
Backfill under J6unddtion is strictly prohibited. Plan B, Lot 8 I I II I
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All wood in contact 'with concrete' shall be pressure treated. 2,240 sf building
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3 .Bedroom � I ' � 1 I ► I I - - ► /
Lumber used shall be identified by.;the grade mark of an approved
Lumber grading, or inspection bureau or a enc . Stress-grade I (I 1
g y g 4,475 sf lot size �, I
- lumber shall conform to the National Design Specifications for 900 g septic tank
Stress-grade Lumber and Its fastening"
330 sf drainfield \-TAll structural framin members to be 1,500 330 sf reserve I ( ' O
g psi minimum extreme fiber stress in bending (Southern Pine No. 1). - - - - - _I- - _
- -I- - - - - - - -I - - - - -
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All concrete in contact with ground to be 2,500 psf ® 28 days. - - " U
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Concrete above ground to be 3,000 psf 28 days.- Plan A, Lot 9 1 1 1 61 ' \� I - T - - �\ I T -
ca �
2,240 sf building oo I > L i �� L � � I 1 ° � �� I z'� I I I °o ►- U
Reinforcing steel shall conform to the requirements of ASTM A615 L J L J
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specifications :for new deformed billet steel and to grade 60 specs 3 Bedroom I I ° 15'-°„ ' �; I o , L °° ,
with a min. Yield strength of 60,000 psi. It shall be detailed, 5 367 Sf IOt SIZe "I I cv I °c� ° f
fabricated and placed as recommended by ACI. welded wire fabric ' I j o o cv I o �� 1 nI I c e
w. 900 se tic tank I 1 1 I I U O
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(, w.f:.). and shall conform to ASTM. 0-105 double w.w.f. 36 on each g p ( I I I 1 —
side, of bearing, walls and 30" around perimeter of monolithic footings. �- - 1 _ _ � � - - 1 - - �
I I V
330 sf drainfield o � 2D'_8r �- - - 1 - - -1
Concrete `masonry units shall be load bearing type conforming to I 1 20'- ° o l 20•_gi., o
330 sf reserve - _ I
ASTM CgQ mortar shall conform to ASTM C270, type M. - _ _ _
All roof joist, outlookers, beams shall be secured with approved I —
metals ties, clips and anchors to tie beams.
I
Use' aluminum nails only- for all exterior wood work.
N IAll stucco scratch coats shall be allowed 24 hours drying period. i I iv
I N
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Burglo[y Intrusion Notes
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Swinging exterior doors and doors connecting garage areas with living �- 1 Drainfield I
areas shall be secured 'with a latch and single dead bolt with 1" I 214 SF I I Drainfield I I
minimum throw, or a combination and latch and dead bolt set as ! _ _ _ _ _ n I I 214 SF I
follows: swinging entrance doors to individual units should comply with 5.0 _
Reserve
paragraph 3602.2(e) herein and shall be secured as set forth in Plan C Lot 6 I 214 SF ( - - - - - - - - _ I I Reserve
sub-paragraph 3603.2(c)(1), or by combination dead latch and , I (- (- - - - - - - - - Res Se
• —� I i — — — 190OG , , 20�OG� - - - -I I 1 , Plan C, Lot •3
hardened- dead.. bolt...sets''or dead. .bolt which contains an insert, each 2,240 sf building I d I n g - _ - ► L _ - _ 2
with 1 minimum throw. At least one such entrance door shall be 3 Bedroom N _ 2r-,°" 5'-
T - • ,240 sf building
provided with a door. scope or vision panel complying with _ _ _ _ - _ - s o° 2'-,0°
sub-paragraph 3603.2(e)(1)(dd) of S.F.B.C. 5,988 Sf lot SIZe "I o - o - -� - - - - - _ _ _ __ - _ _ 3 Bedroom
- �- - - _ _ _ ° I I 5,988 sf lot size
900 g septic tank I I r- - ," I r _ _ 1
Swinging exterior doors and doors connecting garage areas with living I l 900 g Septic tank
areas shall comply with Total 428 sf drainfield N I I o Drainfield 1
d p y paragraph 3603 2(e) as follows: swinging L I Drainfield c I
I I I 214 SF I , , I 214 SF I 1 , Total 428 sf drainfield
oars shall be of solid core, flush construction, and shall be not less Total 428 sf reserve _ _ - _ - - �� � T
than 1 3/8" in thickness. Swinging doors of stile, rail and panel ) ( f - - - - - - - I Total 428 sf reserve
s 0' Reserve
construction shall have rails and stile not less than 1 3/4" inches in i I 214 SF I I I Reserve 5-_ ••I
thickness with retaining tongues or splines not less than 3/8" in least
I I I , I 1 214 SF I I
dimension. Main entrance doors shall be provided with a door scope I 1 1 L - - - - - - J
I I I I
or vision panels complying with paragraph 3603.2(f) of S.F.B.C. locks I 2r-,D° s-o' S-D° 2r-,°
on exterior doors shall be a minimum of 6000 possible key changes
or locking combinations
I Drainfield 1 _ ' � - - - - - - � I � �-
- - N
5. °•. 214 SF I 900G� (� -� - - _ _ _ - _ - I Drainfield 1 [�
l r - - - - _J I g00G - - - - I 214 F 5'-0"
Plan B, Lot 5 - - - - - - -� I I r 1 � T � -I I s o U
I-- - - - - -
I Reserve I" I � - I-
2,240
sf building 1 214 SF I - - - - - - - - - �- - - - - - -- - � _ - - - - - _ _ _ I I Reserve 1 Plan B, Lot 2 � Q)
3 -Bedroom o I _ I I 214 SF 2,240 sf building
_ •-
4,993 sf lot size i L 22.1D \_ I r- - - 7'" J ' " - - -1 - - -, ° L- - - - - - - -� ' 3 Bedroom 9 E° •-- 0
I Bull In 2 I o Drainfield 1 I Drainfield o Bu' di 5 ° 22_,D" 4 993 � O
900 g septic tank • � I I I I 214 SF I, ( I 214 SF
I 1 1 sf lot size ..� —
I .
Total 428 sf drainfield I 5 D" - - - - - _ �Z ' - - - - - - I Total 428 sf septic
drainfield
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Total 428 sf reserve I Reserve I^ 1 Reserve s_
i I I 214 SF 1 I I 214 SF I Total"428 sf r N
I I eserve
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I I I 22'-10" • �S/
5-D 22'-10" ( I ( Z
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Plan A, Lot 4 N I I 1 _ _ _ �� _ _ _ I _ I 03. 13.2000
2,240 sf building I j rainfield j I j I 1 I Plan A, Lot 1 Revisions
3 Bedroom N ► I I ( J214 SF I� I D2r14
ir
f SF 2,240 sf building
47 _ I I - - - - ( _ _ 3
6, 0 sf lot size —I ( _ _ _ ► Bedroom
Al2.20.2000
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900 g septic tank (o 2210•• 1 5 I I Reserve I� Reserve s- I I 6,470 sf lot size
I I 21 SF I I 214 SF I 5 . I -
Total 428 sf drainfield 1 - - - - - J I I I ° 22 900 g septic tank
- - — —�— — I I- - - - - - - -I
(
Total 428 sf drainfield
Total 428 sf reserve I Reserve I ( I 22`1°" 5' 5'-0" 22'-10'• I I F_ — — - — — Total 428 sf reserve
5' 214 SF I I .I I I I Reserve
214 SF
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� p I Ura;nfield 1- - - - - - - - -- __ � - - - - - -
I 214 SF 1
I I Drainfield
' 1- - - - - - - -j , I 214 SF
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5' I
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32'-10" 30'-8" 32'-10" 32'-10" 32'-10" Sheet 1
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of 30
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Scale 1/16" 1'-0"
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