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00-0497-011 `- • ' - lino �a m-�T v \ ! n 4n Genei'al A762(aS tot 4�,o v N SEPTIC-TANK 9 GAL, (MINI L r I •� N r n � � d' SEPTIC TANK LD 228 -0 �° 3 ,0 ® y _ - Contractor shall verify all dimensions and conditions at site before SQ.FT. (MIN)' E N '� R construction begins. DRAINFIELD 620-201 51 -10 62 -2 51 -10" � — M :E L All construction shall -comply with S.F.B.C. - Clearing: remove organic and other del Plan C, Lot 7 _ 28, s - - - - - - - - o - r - - - - - • v �' 1 _ deleterious materials, including s'-o� �" 2a'-s�^ 2,240 sf bullding - - - - - - - _ - - _ designated trees, roots, etc; From the affected site. I �- - ' " 3 Bedroom - SEPTIC TAN GAL (�ViIN) I _ _ Areas to be covered: by buildings slabs on fill, and all areas under o I {� I Q) I I I °' a- I ,t I °' I � '� - paving scarified to a;,rriinimum depth of 6" and as otherwise required, 5,367 sf lot size I I I �r I � I "- Z6 %n a T- d I a I . I D AINFIELD__SQ. ICMINI I c I I to remove stumps, roots; etc. Complete work before starting , L ti � I p p g 900 g septic- tank 1 - -� , I N ► 1^ foundation work. Remove all trash and other deleterious materials ° `�' o N I r- N 1 0 �� 330 sf drainfield I � ._ _ - _I- _ _ _ J L - _ _ _I_ _ _ _ J - from site and stockpile approved materials for site grading. I I L _ _ _ _Ir _ _ _ J I I I Excavation: Excavate footing trenches to depths indicated on 330 sf reserve � 1-- - - - - - - - - - - _ _ —I - - - - -- - - - - - - - - - _ architectural 'drawings and details. Relocate excavated material. I I �\ I I I Backfill under.foundation is strictly prohibited. I \ I I I /II Plan B, Lot 8 I I h All wood in contact-:with concrete shall be pressure treated. , p 2,240 sf building I I 1 I 3 Bedroom 1 I -Lumber, used shall be identified by. the grade mark of an approved - o I • ••` Lumber,grading, or inspection bureau or agency. Stress-grade 4,475 sf lot SIZe lumber shall conform, to the "National Design Specifications for 900 g septic tank 1 I I 1 U •' Stress-'grade Lumber and Its fastening" 330 sf drainfield d-' —J U 00 • :• All, structural framing members to be 1,500 psi minimum extreme 330 sf reserve 1 I I � I I I I � fiber stress in .bending. (Southern Pine No. 1). ao I - - - - - - I— - _ _I- _ _ _ _ _ _ _ _ _ _ - _ \� O '0 Q O p C I I �1./ , All" concrete in contact with ground to be 2,500 'psf © 28 days. g p Plan A, Lot 9 I- - - T — 1 11 I Fo� �o� I — T - - -� �I� 1 - - - T - - -� Concrete above round to be 3 000 sf @• 28 drys. � � "'Rein 2,240 sf building I' a� v_ ° o I I o 0 1 forcing steel shall conform to the requirements of ASTM A615 g oo I > U I .0 I �'- - - � I U LJ � � _ � specifications for new deformed billet steel and to grade 60 specs , 3 Bedroom I o I �; I •� 5-° i L J o, , L J N I I O S' I I o with a min. Yield strength of 60,000 psi. It shall be detailed, 5,367 Sf lot size r° SEPTIC TANK ® GAL, {MIIN��, I o N SEPTIC TANIi; c (NiI1Vp_N I " SEPTIC TAN �i L..(M I N fabricated and placed as recommended by ACI. welded wire fabric ° O rr 90 1 1 1 t 0 septic tank I I I 2! and shall conform to ASTM. a-105 double w.w.f. 36 on each g P I I I side of .bearing walls and 30" around perimeter of monolithic footings. 330 sf drainfield 1- - - -1- - _ _ -.- _J -SQ. i U) SQ , hl I 20'-82 I 20—81.. 1 0 20'-8" 1 Concrete "masonry units shall be load bearing type conforming to 330 sf reserve , —� - _ - - -� I I ^ - ASTM- C90 mortar shall conform to ASTM C270, type M. I - - - - - _ _ •_ - AII'roof joist, outlookers, beams shall be secured with approved - I IflRS7 l,1. � e p�n,„ j [� p{ OL!SULL (IF LOAC,1�'CO -33C l® . ry�9 Q�40 1"x1y r%WMSt SARID QF L.�lzr; /.p13fa � r F�111® - 1 r 0 �Y'S�u L�p';n T ] J1P. I I metals ties, clips and anchors to tie beams. _ U; aal E'OT-Jc•�i pF WAINR LBO Utr'Ba;R BOTTW1 CF WAMIFIELID I I$ztl sub t,aw'41 Off- ofi, i`La I c- 0o I I � Use aluminum nails only for all exterior wood work. taJtfhOT • , f e�G 0 INVERT i~L��a'�FiO°'� `l es `�'� 1 I•(10 r I • ) N ® �` t�J =k:�' a �" e x a Q J C1 Oi M O O` �:� I. p �0' DOTTU'l �� ,.'; •, t..�. � 6 g� � ��; •�x-v �.:4, � f All stucco scratch co f� 3e" �, ea.r9r�:da I�F10-� bit teF� ��a: ", 4` _�,- r._., ,9t f;t�il3 �' OTTO I~', i a5 • ,4 shall be allowed )� S t, 4 p I atS S al Ii a ,ra , ate; :• a�, h, 114 F.. w d 24 hours drying period. I 0 .,.�+?� , ,�: f, ALL ;,. �•:, k,:,f i '.- i bs� :.s1f�.� y� �a•�} �y r l..i��� li*.r,+9 �3 (� {rp ;31.�" a,� �_ �, �'2 t:,:' AP I �rIASM .® 'p F°fin»r,� a •5T t ♦i��1.i.3'..` .,�� Ja.hr,e;La':.L': .s�, ` N�GY'' _ ( + i , �j► K. 6 "' • ri-yz 14 i'91" r r, �r P / :t •,^ {. E E •j n I't`'; ' Drs F�'�' � , �• ir•r� . !' T j a- i � 3 �.. b aT r G Qt i�LY R fsw','(G 4't .:. o•fU Cb5 if� .[ .. au *If 'J7'•1 AR Y�a°R A"F,�"aF-"1 t-'a;�.••: ) 4" �iFy± �r EGCli da Ix�JG.i{'� {�If.le.9� � .j� Fe. is..V=e • Burglary Intrusion Notes i N —1 I— o —--1 o ( r- - '-- - - - - -I Swinging exterior doors and doors connecting garage areas with living I Drainfield I 1 Drainfield areas shall be secured with a latch and single dead bolt with 1" I I 214 SF I - minimum throw, or a combination and latch and dead bolt set as � _ �0 i 1 214 SF I ` follows: swinging entrance doors to individual units should comply with 5,_0•' F- .-_ _ - - _ paragraph 3602.2(e)' herein and shall be secured as set forth in Reserve Plan C Lot 6 1 214 SF 1 - - - - - - - - I _ I Reserve sub-paragraph 3603,2(a)'(1), or by combination dead latch and I (- - - - - - - - - - _ _ J I F - - - - 90OG , , 19000 - - - I L - 214 SF - I Plan C, Lot •3 hardened dead bolt sets''-or dead bolt which contains an insert, each 2,240 sf building - -I with 1" minimum throw. At least one such entrance door shall be _ I T T 2,240 sf building 3 Bedroom - 22'-,°' J. s o" z'-10" provided with a door scope or vision panel complying with L_ _ _ 1- _ _ _ _ _ _ _ - _ � o I 5,988 sf lot size N _ _ - _ - _ _ _ "- 3 Bedroom sub-paragraph 36Q3.2(e)(1)(dd) of S.F.B.C. N tiN I I o I 1 ► _ , - - _ _ I 5,988 sf lot size 900 g septic tank �° ; I I I r-- - --, r - - - � I , Swinging exterior doors and doors connecting garage areas with living I I 900 g septic tank areas shall comply with paragraph 3603:2(6) as follows: swinging Total 428 sf drainfield i I I o Drainfield I ( Drainfield o I Total 428 sf reserve I I 1 214 SF 1 , , - I 214 SF 1 I Total 428 sf drainfield LO doors shall be of solid core, flush construction, and shall be not less - - _ _ - - than 1 3/8" in thickness. Swinging doors of stile, rail and panel I I s' 0" �� I - - - - - - I Total 428 sf reserve construction shall have rails and stile not less than 1 3/4" inches in i I Reserve I I I Reserve 5'_ thickness " 214 SF with- retaining tongues or splines not less than 3/8 In least I I I , I I 214 SF dimension. Main entrance doors shall be provided with a door scope I L - - - _ _ - -- L - } or vision panels complying with paragraph 3603.2(f) of S.F.B.C. locks 1 1 22'-,0" s'-o' I5.-0" 22•_10" I I on exterior doors shall be a minimum of 6000 possible key changes - - _ I -- - � I I ' or locking combinations ' — I •�• Drainfield — _ (n I- 900G� - - - - _ - - - I Drainfield 1 Q 214 SF 1 - - _ - Plan B, Lot 5 - - - - - - -� I i- T -� , J - - - -1 I I 214 SF 5'-0" 2,240 sf building I Reserve 14 SF �--Fr_ _ _ _ _ _ _ O • � 1 1 q o � _ _ _ _ I 1 Reserve I Plan B, Lot 2 � �- • � 3 - Bedroom o I I 1 _ - - - 214 SF 2 2 L _ L _ _ N a I I 40 sf building — .- • 4,993 sf lot size i - - - - - ' I � _ _ _ - _ _ - J 3 Bedroom °22-'° I Drainfield I . � Q 900 septic tank - Buil in 2 ► ►- g P `� , J .•I I I 214 SF I I I �r14 fs d a I Bu' dl g 1 5' °" 22'-,°" 4,993 sf lot size , -- I I I Total 428 sf drainfield I - - - - - - -�. I _ _ _ _ _ _ I I , 900 g septic tank Total 428 sf reserve I S. ° Reserve Im I Reserves` " I Total 428 sf drainfield Z n O 214 SF I I 214 SF I I I I Tota 1 428 N (/� sf reserve a) I I 1 22'-10" 5'-0" S._6.6 22'-10" 9 I I \L/ I I I i I r900G� f I I— - - T J I 2 00G I 1 I I I T I - • Plan A Lot 4 - I I - - - - I- - - - __- N , I I I r �� N r _ _ � _ 03. 13.2000 2,240 sf building N I I I I I , Plan A, Lot 1 3 Bedroom N � I I I I I Drainfield SF j I Drainfiel I I I 2,240 sf building Revisions 6 470 sf lot size I , I 1 I _ - - - - � I I _ 214 SF I I I I —I. I _ _ 3 B I ► _ ►- - - ► I edroom 1 12.20.2000 900 g septic tank Reserve I I Reserve ° I I I 6,470 sf lot size I I I s zz'-{o'• s'- .' 21 4 SF I I � -� - J L _ 1 I 900 g septic tank Total 428 sf drainfield I I 1 I 214 SF 1 5 0 22-,° Total 428 sf reserve r- � - 1 - - - - - - - - - - -' o Total 428 sf drainfield I 22-10" 5._0„ 5'-0•. 22,_10,. r J— — — Reserve I I I I 1 �' Total 428 sf reserve 5-0^ ?14 SF 1' .I I I I Reserve - - - - - - - - - - - - I L - - - - - -- � - 214 SF o I Drainfield I' I Drainfield 2'14 SF 214 SF I LO I- - - - - - - -j ' r l` V L mp t— J 1 5 T. 32'-10" 30'-8" 32'-10" 32 -10" 32'-10" Sheet of 30 10 a o ' c1 �J elaepffd Pitt_ Scale 1/16" = 1'-o"