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General Notes r. ` h , •�
228'-0" E N o �
Contractor shall verify all dimensions and conditions at site before 51'-10" 62'-2" 51'-10" v+Z M •E o
construction begins. 62'-2" � v'�°
All construction shall comply with S.F.B.C. Plan C, Lot 7 _ _ _ _ G - - - 28-� - 5'-°"" W
Clearing: remove organic and other deleterious materials, including 5'_0 i 28"- �" �° 5'-0" - 28"-6° � T
designated trees, roots, etc. From the affected site. 2,240 sf building I - -- - -I- - - - I - - -�
3 Bedroom - Iy 1 � � �y I I >y 1 � y Q
Areas to be covered by buildings slabs on fill, and all areas under ° �' 1 V' I
otherwise required, 5,367 sf lot Size _
paving scarified to a minimum depth of 6 and as q ,n 0 - I
to remove stumps, roots etc. Complete work before starting ti i o \ - -I I o N I o'
p p 9 900 g septic tank
foundation work. Remove all trash and other deleterious materials 330 sf drainfield L - - - - 1 L I I Q
from site and stockpile approved materials for site grading.
330 sf reserve _
Excavation: Excavate footing trenches to depths indicated on
architectural drawings and details. Relocate excavated material.
I
Backfill under foundation is strictly prohibited.
Plan B, Lot 8
All wood in contact with concrete shall be pressure treated. 2,240 sf building - I I I ul }p _ _< I \ \
. . 3 Bedroom °�
Lumber used shall be identified by the grade mark of an approved / I \ i 1 1 I I I U U Q0
Lumber grading, or inspection bureau or agency. Stress-grade 4,475 sf lot SIZe ° ' 1 I I ' i \ 1 _) U CO
lumber shall conform to the "National Design Specifications for 900 septic tank AA
Stress- rade Lumber and Its fastenin g P - L - - - I I I 1 I I i Q Stress-grade g 330 sf drainfield / 1 1 I I 1 / 1 ►�
All structural framing members to be 1,500 psi minimum extreme 330 sf reserve 1 1 / - -I - - - - - - - I U
ao \L - - - - - - - - - - - - - - - - �\ I U
fiber stress in bending (Southern Pine No. 1). I ° ° ° o i All concrete in contact with ground to be 2,500 psf ® 28 days. ' "I - - T - I L � ' L1� - T - - i � � - - T - - ' U
Plan A Lot 9
Concrete above ground to be 3,000 psf ® 28 days. 1 1 1 � 0 1 I oo I \ I- I ( I U -�
2,240 sf building I > � a) \ I � cn 1 a, � 1 ( > � acn
Reinforcing steel shall conform to the requirements of ASTM A615 ' g 00 i �i I i 1 ' I L -� I L J I
3 Bedroom of 1 � � 1 .� � s- 5'-
specifications for new deformed billet steel and to grade 60 specs o ° - °, - "
with a min. Yield strength of 60,000 psi. It shall be detailed, 5 367 sf lot size "'� N I o �� o cv ( �, I o�� I U)
9 P � I I , I I I I I I I I i LL
fabricated and placed as recommended by ACI. welded wire fabric 900 g septic tank
I �
(w.w.f.) and shall conform to ASTM. a-105 double w.w.f. 36" on each L 1 - -J - -
330 sf drainfield - ?° 8," - 20'-8J" o , � '
side of bearing walls and 30" around perimeter of monolithic footings. I of I � � (� •-
Concrete masonry units shall be load bearing type conforming to 330 sf reserve _ _ _ _ _
ASTM C90 mortar shall conform to ASTM C270, type M.
secured with approved
I I U
All roof joist, outlookers, beams shall be s pp I
metals ties, clips and anchors to tie beams. - ' i •
ao I
Use aluminum nails only for all exterior wood work. I I
N I N
All stucco scratch coats shall be allowed 24 hours drying period.
I 1. I SEPTIC TANK G ( 0 GAL. N '
Burglary Intrusion Notes �j ' r- - - - - - - �`� � (PrIIN) � �
o Drainfield DRRIIv�PEILD Z�`� c 1 Drainfield 1
Swinging exterior doors and doors connecting garage areas with living
areas shall be secured with a latch and single dead bolt with 1" i I 214 SF I� I 214 SF - I i
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 I-
3602.2 a herein and shall be secured as set forth in ''14 SF - - - - - - - - - ( - - - - - - - - - 1 214 SF I i Plan C, Lot 3
paragraph ( ) Plan C, Lot 6 I 9000 _
sub-paragraph 3603.2(a)(1), or by combination dead latch and - 1 \ - - - T I i 1 9000 - - - 1 - -
hardened dead bolt sets or dead bolt which contains an insert, each 2,240 sf building 1 \ T 2,240 sf building
— — — — T 1 iN� 1 ;, t3 �1 X AI; �AND
with 1 minimum throw. At least one such entrance door shall be 3 Bedroom 22-,0° 5" 5 Bedroom 4
- - - - - - -
provided with a door scope or vision panel complying with I / a° i 3 �0` 5 988 sf lot SIZe
sub-paragraph 3603.2(e)(1)(dd) of S.F.B.C. 5,988 sf lot SIZe N I 1 ° L - i - [ f�
900 septic tank '� - - - �' � - - - I 1 . ., • 900 g septic tank
�.��.. is r � €` �.� d
9 P ° Drainfield I 1 � . I _ �` I t : tal 428 sf drainfield
areas with living
I I I Dra nfield o
Swinging exterior doors and doors connecting garage 9 Total 428 sf drainfield N
1 214 SF I, I
areas shall comply with paragraph 3603.2(e) as follows: swinging m - - _ - - 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 ( s Reserve I I I Reserve 5_ 3 I SEPTIC TANK GA (MIN)
/ 9 9
construction shall have rails and stile not less than 1 3/4" inches in 214 SF al;=� _ .4• SF 00
� I I I � � i l I
thickness with retaining tongues or splines not less than 3/8" in least L- - - - - - - --
— — — — — � � I � �RAINFEIL��.2r � so. .(r�IN)
dimension. Main entrance doors shall be provided with a door scope I I ILI
or vision panels complying with paragraph 3603.2(f) of S.F.B.C. locks 22-,°'" s-°' S-°" 2 a.
on exterior doors shall be a minimum of 6000 possible key changes
or locking combinations - - - - -- - _- - _- -
o I W .
� — — — — — — --�
— — — — — — — — Drainfield C I) E
Drairfeld - - - - - - - - F__ __1 7 - - I 214 SF 5-0 o U
5. �.. 214 SF I - - - -200C I 1 9000 - -1 1 - � � . - U
- - - - - - -- 1 I- T , i T I - - - - - Plan B, Lot 2 c
Plan B, Lot 5 I Reserve I� I _ _ - - _ _ _ _ -4 _ - - - - - - - ._ I Reserve I 2,240 sf building •�
2,240 sf building 214 sF - - - - - - - - - J o I I 1 0 . -
° N I 3 Bedroom �-
3 Bedroom o -- - - - - - � 4 993 sf lot size � �
4,993 sf lot size 22�-,°. 5-- Buil in 2 1 o Drainfield Drainfield ° Bu dl 1 s ° 22-,° I 3 LL
I 214 sF I, I : I 214 sF I I 900 g septic tank
900 g septic tank 1
I
Total 428 sf drainfield � I - - 41- Total 428 sf drainfield z O
s o Reserve 1 Reserve I Total 428 sf reserve N N
Total 428 sf reserve 1 214 SF 1 I I 1 214 SF I 1 I .� Ln
' I 1- - - - - - - -J i i 1- - - - - - - -J z '�
1 I
22'-1 0 ( / I
i
I
' I I I
�90OG� L900G_J- - - -
I 1 - - - -� � I � T � I I
I ' I - - - - 1- - - - - =_-- - 03. 13.2000
- - --- - - - - -I - - - - a I
I 1 _ L _ — — — — 1 Plan A, Lot 1 Revisions
Plan A, Lot 4 N 1 �- I 11
I 1 2,240 sf building
2,240 sf building N I I I rainfield Drainfiel 1 1 I Al2.20.2000
3 Bedroom N U' I 1 1 214 SF 1 ( I 214 SF - I 1 3 Bedroom
I I— I t size
5._ .. 1 1 6,470 sf to
6,470 sf lot SIZe 1 - Reserve 1� 1 Reserve I 1 900 septic tank
900 septic tank 214 SF 1 I s o" 22'-10 I 9 P
g P I zz._,0„ 5.V 21 4 SF Total 428 sf drainfield 1 I- - - - - - - 1 - - - - - - - �' 1 F_ - - - - - -�
Total 428 sf drainfield
I— Total 428 sf reserve
Total 428 sf reserve — / ( 22'-r°° 5'-0 22'-'°° 1 Reserve 1
j Reserve 1 1 1 I 214 SF s-0'"
5. �.. 14 S F 1
m
Drainfield
p I Drai:4.ielci I I 214 SF 1
I SF I i
� I � I rt 5�
in —
- -- - - - - - I I - - - - - - - J
0 1 0
N
I
1
32'-10" 30'-8" 32'-10" 32 -10" 32'-10" Sheet 1 of 30
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G
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(D-A-ii-tre/Septic Plan
scale 1/16" = 1'-0" _
Cam: