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General Notes 2 � M r-
Q o a v N
N T
228'-0" ,n - -4 0
Contractor shall verify I r °�
e y a I dimensions and conditions at site before � , -
construction begins. 62'-2" 51'-10" 62'-2" 51 '-10" Q o,z M E o
ma' °- r
All construction shall comply with S.F.B.C.
- 1L' a -�_ O :3
Plan C Lot 7 _ _ – – - - � - - - - - - - -
Clearing: remove organic and other deleterious materials, including ' -6° _ W
240 sf building designated trees, roots, etc. From the affected site. �, - - -- -- c °
g I � I � �I
3 Bedroom - ;; �-� �� v � I I
Areas to be covered by buildings slabs on fill, and all areas under o - > �� > v _
paving scarified to a minimum depth of 6" and as otherwise required, 5,367 sf lot Size
to remove stumps, roots, etc. Complete work before starting 900 g SeptlC tank
foundation work. Remove all trash and other deleterious materials
sf drainfield � – - L - - -
--
from site and stockpile approved materials for site grading. -
330 - I I Q
330 sf reserve I
Excavation: Excavate footing trenches to depths indicated on - - - - - -I I - - - - - -
architectural drawings and details. Relocate excavated material.
Backfill under foundation is strictly prohibited.
Plan B, Lot 8
All wood in contact with concrete shall be pressure treated. 2,240 sf building _ �/ 1U1� 1g--3� �
Bedroom °° I
3 Bed I
Lumber used shall be identified b the rode mark of an approved I I � � I
Lumber grading, or inspection bureau or g agency. Stress-grade 4,475 sf lot Size ° I �I ' �
lumber shall conform to the "National Design Specifications for 900 septic tank ''�� 00
Stress rode Lumber an I fastening" 9 P /
3
Stress-grade d is asten ng _ - � _ i I �—
330 sf drainfield O
All structural framing members to be 1,500 psi minimum extreme -1 330 sf reserves -
fiber stress in bending outhern Pine No. 1 . oo
9 ( _
I . o o i o o � � � U
All concrete in contact with ground to be 2,500 psf ® 28 days. -- i T I _ -'� F -- T' -I I '
Concrete above ground to be 3,000 psf ® 28 days. Plan A, Lot 9 �� �`�� (� O
2 240 sf building
I
Reinforcing steel shall conform to the requirements of ASTM A615 00 i � U, � U-,
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specifications for new deformed billet steel and to grade 60 specs 3 Bedroom I _ - - °', -
O -
with a min. Yield strength of 60,000 psi. It shall be detailed, 5,367 sf lot size �� c� I I O7 Q
fabricated and laced as recommended b ACI. welded wire fabric
P y I � � I I I
900 septic tank �-
(w.w.f.) and shall conform to ASTM. a-105 double w.w.f. 36 on each g P
" 330 sf drainfield -- �- --
side of bearing walls and 30 around perimeter of monolithic footings. -� -
Concrete mason units shall be load bearing type conforming to
masonry g yP g 330 sf reserve I _ _ _ _ _ _ _ _ _ _ _ (n
- -�-
ASTM C90 mortar shall conform to ASTM C270, type M. i �7 —� i
All roof joist, outiookers, beams shall be secured with approved
metals ties clips and anchors to tie beams. I •-
P � I I I l\
Use aluminum nails only for all exterior wood work.
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All stucco scratch coats shall be allowed 24 hours drying period.
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Burglary, Intrusion Notes ' I I
I � I i I' I - �
Swinging exterior doors and doors connecting garage areas with ,living o I Crai eld Drainfield
areas shall be secured with a latch and single dead bolt with 1 4 SF 214 5F
9 i I
minimum throw, or a combination and latch and dead bolt set as �- - - - -{_ -
follows: swinging entrance doors to individual units should comply with F'es�rJe ��' -°
Reserve
paragraph 3602.2(e) herein and shall be secured as set forth in Plan C Lot 6 T 4 SF - - - - - - - - - I - 21 4 SF I Plan C, Lot 3
sub-paragraph 3603.2(a)(1), or by combination dead latch and I A - -�9u0c, I I �9 C�� � � �� - - 2 240 sf building
hardened dead bolt sets or dead bolt which contains an insert, each 2,240 sf building - T T T '
with 1" minimum throw. At least one such entrance door shall be / I s °" �'-'
3 Bedroom s _ _ __
3 Bedroom
provided with a door scope or vision panel complying with 5 988 sf lot SIZe
5,988 sf lot size I �� ;� �� �0
sub-paragraph 3603.2(e)(1)(dd) of S.F.B.C. N \, '
900 g septic tank ; �� �I T I 900 g septic tank
Swinging exterior doors and doors connecting garage areas with living N I o Drainfield I 1 =,rainfiel� o Total 428 sf drainfield
Total 428 sf drainfield I
areas shall comply with paragraph 3603.2(e) as follows: swinging � 214 SF i i 2 4 SF ,�� Total 428 sf reserve
doors shall be of solid core, -- -
flush construction, and shall be not less Total 428 sf reserve � - --{-� --- � ;
than 1 3/8" in thickness. Swinging doors of stile, rail and panel i �� \� ° °' Reserve I i I I I � F� serve
construction shall have rails and stile not less than 1 3/4" inches in I 214 SF i i 14 �F
thickness with retaining tongues or splines not less than 3/8 in least L- - - -- - -
dimension. Main entrance doors shall be provided with a door scope
or vision panels complying with paragraph 3603.2 f of S.F.B.C. locks
P O
on exterior doors shall be a minimum of 6000 possible key changes i +'
or locking combinations _ _ _- _ _ _ _ _ _ _ _ - - _ __- - - -
� • -
i .-
� T�
Drcinfield En E
�'rainfiel_ '' - - - - - - - � - � ��
21 4 SF � �a0( I I �' ,GG T 2 4 SF s- O •0
Plan B, Lot 5 I � � � �� � i � T � ' � T ---� I � � � - Plan B Lot 2 � �- O
2 240 sf building ; PTe – – � /– – – �- – - _-_ – – - – – ; – Rene 2,240 sf building �
' g - F O
�' 3 Bedroom f-
3 Bedroom o O
• % 4 993 sf lot size +J —
4,993 sf lot size .I _- – - Buil�n 2 0 Drainfield Drainfield o Bu� di 1 s �� ,
LO 214 S� I 900 g septic tank 3
900 septic tank ��
9 P – – I I T z � O
Total 428 sf drainfield s
– �� �5 _ Total 428 sf drainfield N
�� � Reserve � Tser��e
Total 428 sf reserve ! \ 21 SF I I L , 4 SF Total 428 sf reserve
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T-77
IC TANK 0 Ct1L.(MiN)
I I _ INFEILD SO.FT,(MIN)
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- - - _ - -- -- _ t� �h =.-OF LOAMY CID D
03. 13.2000
y – ��--- � eT >a OF n Plan A Lot 1
Plan A Lot 4 \ i- F r ' Revisions
2,240 sf building � � ra�nfieia �___.-_ j% ��� ��d' 2,240 sf building
N Drain el-
3 Bedroom LO I 21 4 SF '14 _F ° ' ' L BE t, 3 Bedroom 1 12.20.2000
6,470 sf lot size -°•, e er e I 6,470 sf lot size
n R serve ��
2 4 SF s �� zz,--° 900 septic tank
� 4 P
900 septic tank _
�� SF
9
1� 5'-
\ o
I i ,
Total 428 sf drainfield
ainfield
Total 428 sf drainfield – – �- I I �L-- ---
Total 428 sf reserve --'I ` � otal 428 sf reserve
_ _ z A T
i, _ ;' Reserve
21 + � [51_3_
2' 4 SF 5�=
i
1' 1
7
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32'-10" 30'-8" 32'-10" 32'-10" 0'_-81 -# 32'-10" Sheet 1 of 30
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Site/Septic Plan ��� 4A Cwl B
7 Scale 1/16' = 1'-O" ,mil
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