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00-0497-013 V to cry rrs-u- \ / N to Pr) ++ p t0 v M 4 v General mates < oa vN � 228'-0" EN '- � � Contractor shall verify all dimensions and conditions at site before construction begins. 62'-2" 51'-10" 62'-2" 51'-10" �a 0) E M 4 T M v O, ►a All construction shall -,comply with S.F.B.C. _ _ _ _ Plan C, Lot 7 28._0•. �ne - L N 5'-0" 28'-6�" — — �l 28'-6}" Clearing: remove or-garlic and other deleterious materials, including _ _ _ - _ _ _ _ - - - - - - l`_ designated trees, roots, etc, From the affected site. 2,240 Sf building i I 7 I (- 3 Bedroom - I �„ I I I I I I ; I I Ciq Areas to be covered: b buildings slabs on fill, and all areas under ° L' �' o L o L - Y g ,387 sf lot size I I I I I paving scarified to a', minimum depth of 6 and as otherwise required, I ° , I �I - -I i I o N I N I^ i - N I o to remove stumps, roots; etc. Complete work before starting 9OO g septic tank o foundation work. Remove all trash and other deleterious materials `l- ._ - _ _i_ _ _ _ J I L_ - _ - _� J 1 - - - -I- - - - -1 • - -. r' for site grading. 330 sf drainfieid �- - - - ... I � from site and stockpile roved materials F PP I I 330 sf reserve Excavation: Excavate footing trenches to depths indicated on I I architectural •drawings and details. Relocate excavated material. Backfill under-foun•d-at. ion is strictly prohibited. Plan 13, Lot 8 All wood in contact. - with concrete shall be pressure treated. 2,240 sf building I I .- 1 1 I ul I �/ I. 3 Bedroom I � I I I I I II I 1 .Lumber used sholl be identified b . the rode mark of an approved / I I 'I I I \ ' N Y g PP 4,475 sf lot size ' I I ► I ' O � •' .Lumber,grading, or inspection bureau or agency. Stress-grade lumber shall conform• to the "National Design Specifications-for 9OO g septic tank I I I i I C -� U Stress-'grade Lumber and Its fastening" 33Q sf drainfieid i - - - I I ' I I 1 - - - i I I I O �- AII, structural framing members to be 1,500 psi minimum extreme 330 sf reserve 0 I I I I- - - - - - 1 - _ - - fiber s res ' t r P'ne No. 1 t s In bending• (Sou hen I ) '0 1 I I _ o o ° o _ _ _ N _ _ All concrete in contact with ground -to be 2_,500 •psf © 28 days. Lot 9 I }� T I ��� °� I T (-c I T Plan A � Concrete above round to be 3,000 sf © •28 days.- - I I L o o 1 1 o I 1 I U 9 P Y a� � ° � � 0 I I Cc) �� -ate I 1 0 i- �I,_ 2 240 sf building �, ( > I 1 > �, � I � '--' ,,.Reinforcing steel shall conform to the requirements of ASTM A615 ' g 00 i I °'�, U' I L J I L_ J �, 4 w I L_ J �, i • g a 3 Bedroom I I �, I .� 't 5._°., 5,_°., �, I I o �, I I O O specifications for new deformed billet steel and to grade 60 specs • o 5 - �, o N °, o N with a min. Yield strength of 60,000 psi. It shall be detailed, 5,367 sf lot size M I a cv I o N o- cv I o N I o'nl I o N I I _31 fabricated and placed as recommended by ACI. welded wire fabric I I I I I I (n • `� 900 g septic tank ► I I I _ - I , LL (w.w:f:.) and chalk-conform to ASTM. a-105 double w.w.f. 36" on each 1 330 sf drainfieid =-1- - 2-�z- - -� L - zl�- - � i- - - - - � o 20'-e1 side of .bearing walls: and 30 around perimeter of monolithic footings. q� L i _ - N - I Concrete "mason units� shall be load bearin t e conforming to reserve I _ _ _ _ _ _ _ ry g vP 330 sf - - - - - —, (� • - ASTM•;C90- mortar shall conform to ASTM C270, type M. All' roof joist, outlookers, beams shall be secured with approved I I metals ties, clips and anchors to tie beams. I i I (� •- Use aluminum nails only for all exterior wood work. N I . I N All stucco scratch coats shall be allowed 24 hours drying period. I ' - - - - - - - - - - - -I - - - - - O I I Burglary Intrusion Notes I - - - - - - -1" i r- - -- - - - - -I _ Swinging exterior doors and doors connecting garage areas with living � I 1 Drainfield 1 1 Drainfield ' 1 I areas shall be secured with a latch and- single dead bolt with 1" I 214 SF I I 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 s"-0 Reserve I^ 1 Reserve s-o' paragraph 3602.2(e)' herein and shall be secured as set forth in Plan C LOt 6 1 214 SF 1 - - - - - - - - - -� I- - �- - - - - -- - - 1 214 SF I I Plan C, Lot ,3 sub-paragraph 3603'.2(p)(1), or by combination dead latch and ' - _ _ - - - 90OG I 90OG - - - - hardened dead bolt. sets`'-or dead bolt which contains an insert, each 2,240 sf building -( - - -' I F I- T -� I- T 2,240 sf building with 1" minimum throw. At least one such entrance door shall be - _ 22'-'0" 1 1 5 ° 2'-'°° 3 Bedroom 3 Bedroom - - - - - - - - - - - - -- - - - provided with a door scope or vision panel complying with N - I I o I I 0 1 I ' 5,988 sf lot SIZe sub-paragraph 3603.2(e)(1)(dd) of S.F.B.C. 5,988 sf lot SIZe N L - _ - 900 g septic tank �° ; I 1 I '� ID F_ - - - -' 1 900 g septic tank Swin in exterior doors and doors connectin garage areas with living N I I o rainfield ( I I 1 Drainfield o 1 Swinging g Total 428 sf drainfieid I I I I rai SF I I I , I 214 SF I I I I Total 428 sf dralnfleld areas shall comply with paragraph 3603.2(e) as follows: swinging Total 428 sf reserve - - Total 428 sf reserve doors shall be of solid core, flush construction, and shall be not less I I �� I I than 1 3/8" in thickness. Swinging doors of stile, rail and panel I Reserve 1� I I 1 Reserve 5 construction shall have rails and stile not less than 1 3/4" inches in I 1 214 SF I I I 1 214 SF 1 i thickness with- retaining tongues or splines not less than 3/8" in least i 1 L - _ _ _ _ _ -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 I 22'-'°" 5'-0° 5-0" 22'-,°" on exterior doors shall be a minimum of 6000 possible key changes O or locking combinations - - - o -- - _- - _- - - - - - - - - -_ - -_ - -- I I Drainfield I - - - - - - - - I-_ 7­1 I-_ 7­1 - - - - - - - - I Drainfield 1 E E s-o 214 SF I - - - - 900G I I 900G - - - - I 214 SF 5'-0" ° 0 I- -r -� I I � T � I �- - - ,-- - - - -� � to — � Plan B, Lot 5 _ - - - ► I I 1 Plan B, Lot 2 Reserve I^ I Reserve I Q) 2,240 sf building 1 214 SF 1 - - - - - - - - - � - - — o - - - - - - — 214 SF 1 2,240 sf building — •� 3 . Bedroom o ' - - - - - - - J I I - 1 - - -� - - ° 1 1 L - - - - - - J ' 3 Bedroom ° • _ 1 r- - -, I I F- - - -I 1 l-- � O 4,993 sf lot size I 22'-10" Buil in 2 1 o Drainfield I 1 Drainfield ° I Bu' di g 1 5' 0„ 22'-,0" I 4,993 sf lot size +� I 214 SF - 900 septic tank � I 214 SF I, I I , I I 1 900 se tic tank 3. Total 428 sf drainfieid 15, ° - - - - - - � - - � - - - 5'_ " i Total 428 sf drainfieid z � O • 1 Reserve I 1 Reserve � 1 N (n Total 428 sf reserve 1 214 SF I I I 1 214 SF I Total -428 sf reserve ° ' I - - - - - - - � •� 22'-10" 5'-0" _ 5'-0" 22'-10" I 1 I I I I 1 I I I I I - - - - - - - - - - - - T f ` T • I 1 I I I I I I - - - - 1- - - - - __"- - - � 03. 13.2000 Plan A, Lot 4 1 1 r- -I r- 1 1 Plan A, Lot 1 Revisions 2,240 sf building N I I rainfield 1 Drainfiel 1 2,240 sf building 3 Bedroom N �' I 1 1 214 SF l 1 214 SF I I I I 3 Bedroom 1 12.20.2000 6,470 sf lot size ' I I 1 -°" _ 1 1 6 470 sf lot size 1 1 Reserve I I I I Reserve 5_ I I 1 900 septic tank 900 g septic tank I 22' 1 s'- " I 1 214 SF 1 1 214 SF 1 I s 0" 22'-,0° I g p ' ainfieid _ _ L - - - - - - � ( I L _ _ - _ _ _ � _ _ _ o Total 428 sf drainfieid Total 428 sf d r _ - _ _ I I I 1 •- Total 428 sf reserve 1 Reserve I I 1 22'-10" 5'-0" 5-0" 22'-10" 1 1 I Reserve j Total 428 sf reserve 214 SF I I "I I I 1 214 SF s-0" o : 1 Drainfield I^ I I - I Drainfield I 21 4 SF 1 ^'14 SF 1 I I L In I L _ - - - - - -J I I L — _ — r O O " I 1 ifl N r. 32'-10" 30,8" 32'-10" 32 -10" '- 32'-10" Sheet of 30 LLJ �Z Q a Scale 1/16" - 1'-o" - - _ Secl