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00-0497-015 -■ - -O-UT F"S-N N N -4-:1-) a� a t M F✓ < O Q v N b N *C -I '� 228'-0" ai E N u' 4 Contractor shall verify all dimensions and conditions at site before 62'-2" 51'-10" 62'-2" 51'-10" � Z °' • ' construction begins. C o! n a 0, All construction shall,comply with S.F.B.C. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - I _ - - - - Plan C, Lot 7 8,_0.. 28•_g�° ° g,_0,• 28'-6�" 28'- 5._0„ 1 - _LLL Clearing: remove organic and other deleterious materials, including —� - - �� designated trees, roots, etc, From the affected site. 2,240 sf building I - -� -I- - - - i F - -� -I�=_ I I I d 3 Bedroom - I �,� I �� I I �� I > I I > Areas to be covered: by buildings slabs on fill, and all areas under ° �' 4 �' ,� required, 5,367 sf lot size I I I _� I I l I I 1 I I I I paving scarified to a',.m'inimum depth of 6 and as otherwise requir , to remove stumps, roots; etc. Complete work before starting 900 g septic tank I o �� I c:i - -� I I o N I � N I I I- - N I o N I I I foundation work. Remove all trash and other deleterious materials L ._ _ - _I_ - _ _ J I L - - - -i J I L- - from site and stock 'ile approved materials for site grading. 330 Sf drainfield , P PP 9 I 330 sf reserve Excavation: Excavate footing trenches to depths indicated on architectural •drawings and details. Relocate excavated material. I I \ I I I I I II I I Backfill under-foundation is strictly prohibited. I Plan B, Lot 8 All wood in contact-`with concrete shall be pressure treated. 2,240 sf building I 1 I I I uj Bedroom I I I Lumber.,used shall be identified by. the grade mark of an approved 3 Bed • I I I I II 4 475 sf lot size ► ► I I ' O Lumber grading, or inspection bureau or agency. Stress-grade , I I 'I I I \ I I U lumber shall conform• to the "National Design Specifications for ' 900 septic tank / I I 1 1 . ., g P L. _ _ _ _ I Stress=grade Lumber and Its fastening 330 sf drainfield d — 1 \-T I I 1 1 \ I I O L_ - • •:•.All, structural framing members to be 1,500 psi minimum extreme 330 sf reserve � fiber stress in .bending. (Southern Pine No. 1). I (� All concrete in contact with ground -to be 2_,500 •psf @ 28 days. ' �� T 1 ��� ' (-°� I T 7 (-°� 1 F I Concrete above round to be 3,000 sf ©, 28 �dd s. Plan A, Lot 9 I I o o J I I 9 P Y Q) LL_ ° � � 0 I 1 0 � a�� -0 10 I— �� 2 240 sf building (. ( �, I ► - • _ Reinforcing steel shall conform to the requirements of ASTM A615 I i o, I a� `° I 5'-°„ °' I ' �- 3 Bedroom I �, I I S._°„ 5._°., �, I I o ► o O specifications for new deformed billet steel and to grade 60 specs • o �I �, 5 - �, d T- N a, o T- with a min. Yield strength of 60,000 psi. It shall be detailed, 5,367 sf lot Size I N I o N o- cv I o N I o N I o�� I [� _ I I I I I I � fabricated and placed as recommended by ACI. welded wire fabric I and shall:.conform to ASTM. a-105 double w.w.f. 36 on each 9OO g septic tank ( ) r 330 sf drainfield -L - - -I- - - -� L - _ 1 - - -1 i- - 21'- - � 0 side of .bearing walls;. and 30" around perimeter of monolithic footings. o 2o'-8r 2o'-e�" 0 I ^ Concrete mason units shall be toad bearing type conforming to reserve I _ _ _ _ _ _ _ _ (� ASTNI, C90 mortar shall conform to ASTM C270, type M. 330 sf i - - - - - --I AlI' roof joist, outlookers, beams shall be secured with approved I O I metals ties, clips and anchors to tie beams. I I Use aluminum nails only for all exterior wood work. I All stucco scratch coats shall be allowed 24 hours drying period. I —� 0 Burglary Intrusion Notes ° - - - - - _ r- - - - - - - -I I _ � —I I Swinging exterior doors and doors connecting garage areas with living I I Drainfield I I Drainfield 1 areas shall be secured with a latch and, single dead bolt with " 1" I 214 SF I 1 214 SF I i minimum throw, or a combination and latch and dead bolt set as � - - - - - - —I ' ' � � - - - - - - follows: swinging entrance doors to individual units should comply with Reserve I- I Reserve S-0 - paragraph 3602.2(e)' herein and shall be secured as set forth in Plan C Lot 6 214 SF 1 - - - - - - - - - r- - -I �- - - - - - - - - I 214 SF 1 Plan C, Lot ,3 sub-paragraph 3603.2(a)(1), or by combination dead latch and ' i - _ - - 1 r - - - 900GJ L900G� - - - hardened dead bolt sets`or dead bolt which contains an insert, each 2,240 sf building —1 -I- -I- I — — — — — 2,240 sf building with 1" minimum throw. At least one such entrance door shall be - 70 _ I I 5 ° 2-10 7J Bedroom 3 Bedroom N - - - - - - - - - - - - �- - - - - - - - - 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 NN ' I I ° - L - - ° I I 5,98$ sf lot SIZe 900 g septic tank `° ; I 1 1 '- - - '- - - - - �' I ► I 900 g septic tank Swinging exterior doors and doors connecting ara a areas with living N I I ° Drainfield ( I I I Drainfield o I I Total 42$ sf drainfield _ g g g g-• g Total 428 sf dralnflefd areas shall comply with paragraph 3603.2(e) as follows: swinging `o i I I I 214 SF I� i I 214 SF doors shall be of solid core, flush construction, and shall be not less Total 428 sf reserve - - - - - - � _ I Total 428 sf reserve than 1 3/8" in thickness. Swinging doors of stile, rail and panel I Reserve I� ( I I Reserve s I I - construction shall have rails and stile not less than 1 3/4" inches in I I 1 214 SF 1 I I I 214 SF thickness with- retaining tongues or splines not less than 3/8" in least I I I L L - - I ( I 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 I 1 22'-,0' S'-o 5-0' 22-1° 1 1 on exterior doors shall be a minimum of 6000 possible key changes or locking combinations - - - " I W • - I I - - _ _ - - -1 �CC Drainfield 1 - - - - - - - - I- - � r - = —� - - - - - - - - I Drainfield I C 5'-0" 214 SF I - - - - 9000 I 900G - - - I 214 SF 5'-0' O - Plan B Lot 5 � - - - - - - �� i i LTA ' ' � T � I i ' � - - T - - - Plan B, Lot 2 � I Reserve I I Reserve I O - - -1- - - - - - -- - -� - - - - 2,240 sf building 1 214 SF 1 - - - - - - - ° 0 0 — — — — — — 214 SF I 2,240 sf building o = •� ° I I L _ _ _ _ _ _ � I 3 Bedroom 3 ' Bedroom o ' �-- - - - - - - -� I I - L - I I " - -� - 1 I— '- O 4,993 sf lot size T_ 22'_10' - 1 r 4 993 sf lot size � — I BUII In 2 I o Drainfield I I Drainfield o I BU' dl g 1 s' o° 22'-,0" tank L 1 214 SF I I I I 214 SF I 1 900 g septic tank 900 g septic - Total 428 sf drainfield ' i IS' °• - - - - - - � ' ' - - - - - - 5'- " i Total 428 sf drainfield � O Reserve I I Reserve - I Total 428 sf reserve N V) Total 428 sf reserve 1 214 SF I I I I 214 SF 1 a� LCD I 1 I-- - - - - - - -I-,r I I - - - - - - - -� '- 1 I I 22,_10„ 5._0„ - 8,_0,. 22'-10" 1 1 1- - - - 2000J F__ - - - -1 1 I I I T T I — --- - - - - -I - - - - _ _ - - - - 1- - - - - - - � ( 03. 13.2000 Plan A, Lot 4 N 1 •r- - 1- - �" i " r- - -' - -� 1 Plan A, Lot 1 Revisions 2,240 sf building 1 I 1 rainfield I 1 Drainfiel I I 1 2,240 sf building 3 Bedroom ► I I 214 SF I I 214 SF I 1 ► I 3 Bedroom Al2.20.2000 N I ' I 1 -o" I I � s 6,470 sf lot size I I I Reserve j� j Reserve 6 470 sf lot size 900 g septic tank 1 s'- " I 1 214 SF 1 1 214 SF 1 I s 1 22'-10' I 900 g septic tank I 22'_,0" L _ -- I ( � _ _ _ _ - _ � _ _ _ _ _ C Total 428 sf drainfield Total 428 sf drainfield _ - - - - - Total 428 sf reserve I Reserve I I 1 L 22'-10" �5•-0" 5'-0" 22'-10" L I I I Reserve j Total 428 sf reserve 214 SF I •1 1 1 214 SF 011 V.- - - - - - - - - - - - ->\ i. 1 o 1 Drainfield 1^ I ( I Drainfield I I 214 SF 214- S F I - - - - - - - 1 I I- - - - - - - -I Q� )0, i 32'-10" 30'-8" 32 -10" 32 -10" '- 32'-10" Sheet of 30 T.Ld CL Cl cl a Scale 1/16" - 1'-0" -- Sec�,I i 'I E '0 j LT - -