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BP-696P LEGEND C1V >_ `�-•r'R —I� �`�•�'" —IDO— EXISTING CONTOUR PROPOSED CONTOUR PIPE INVERT ELEVATION I i ..-- zs, TEST PIT EARTH BACKFILL Q -- o . 11 SEPTIC TANK _+ N T � *N1 /� DISTRIBUTION BOX /�� � - . I� - CAP ALL ENDS 3 �,.. `� \ / '__ — —W— PROP WATER SERVICE LINE 1/8"- 1/211 WASHED PEASTONE/Y ' , •.'`� t `•`— f / �. — -_-- 90.5 OBSERVED GROUNDWATER . .. ♦� . . �. . .. ♦♦ ♦ 0 • O• 0 O• b YN 0 0 o e o• • , • ------ -°."> - t'�� TABLE ELEVATION � 6a FLOW __�. C � •• • o o • � a ` . o a o � � � �� • Jo c J 2 I r- s o J 11 RESERVE AREA Q-D '' o n > D o oSLOgE = 6 10 —i- , , s L �' �_ ! _-=-� -i ✓'" �sc'T `- - BOTTOM OF PERCOLATION _ D r b a a PERFORATED PIPE INV. ed &.5 HOLE ELEVATION t- o ►e� t� b ��b - b. `— BOTTOM OF ELEV. p 4r 10 �+; ;, — _ ,r3` I - —� --- - 3/4- I I/2'WASHED STONE J` G.. / or SECTION THROUGH LEACHINGN NOT TO SCALE FOUNDATION ELI NATIONS ALL TgUST FtiE TAI�LN A',�D VEF�IFIED Board of Health Ins c i 11ASS . RE . Re p czloi BY � ` i7zr ����Tr To Required when Fgcvated ADD c`, . �� rI�ALTI1• Eleva Rns h1ust nog C S., _ a _�4 t — ewe DFS t 1? — _ Ch�;��cd rzuh0it`?!��� f;Ohaiq,ed1_Vithout -DJARD of HEALTH Approval / r rr \t � �c G,AfI 5� 4� � �✓ii�iGlir ✓//� 2 52 0 OUTLETS 30-II 2 2 (/ICETil. - 7 lee _ T' 4- ++ 1511 52 �� I I Orr I INLETi 1 ., 4' � ,,—GROUT (typ.) 6r o � .. n-----I--- \ 8 OUTLET- 4 INLETrz 1 - - \�-�� ---`�• „ L2n 7' I CROSS SECTION VIEW PLAN VIEW L------------------------ -� DISTRIBUTION BOX - D_-_� ' LA,A l PLAN VIEW NOT TO SCALE CAST IRON OR CONCRETE COVER BUILT UP WITH BRICK AND AND MORTAR TO FINISH GRADE GENERAL NOTES '� to f, I. THIS SYSTEM SHALL BE INSPECTED WHEN LEACH AREA IS FULLY EXCAVATEDAND WHEN ALL SOIL DATA1* 4 COMPONENTS ARE IN PLACE. WHEN THE SYSTEM IS READY FOR INSPECTION, THE DATE: �i h Q,� PERFORMED BY: �1.; P> �� t,50 7• -L ,,- �--- CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF HEALTH. r WITfV�.SSEti? BY: �� �,afL�o�,�• 4 OUTLET— 4��INLET 2• WASHED CRUSHED STONE SHALL BE FREE OF ALL;DIRT, DUST AND FINES. TP 1� t��o d TP t3�� � TP , TP 4� TP 5 - T_P 6 — 3. ALL ELEVATIONS ARE BASED-ON�•1G\/,7-----ELEVATI A -- ON DATUM. v�ct7 -T-�20vGNC7U�' ,,c�>�Oi�/. it 3�� 10„ 4. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE It 5-4'� DISPOSAL SYSTEMS DURING THE COURSE OF CONSTRUCTION OF THE SYSTEMS. ' 5. NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL SYSTEM SHALL BE MADE WITHOUT PRIOR ICE+STY fl�� I 41-6„ WRITTEN APPROVAL OF ENGINEER AND THE LOCAL BOARD OF HEALTH. 4- 0to I �C'o 6. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN r" cam- cam__ IL�2f �t1 .? • 3"WALLS LIQUID, ACCORDANCE. WITH TITLE 3L OF THE STATE ENVIRONMENTAL CODE AND ANY - I 1 APPLICABLE LOCAL RULES. —� 7. AT ALL POINTS OF INTERSECTION OF WATER LINES AND SEWER LINES MECHANICAL C •. •. e o .• ..-.o..0. :..6 . :o. :v o • �.�fi.�-<2n.TJ� � r?�V�L.. ,� , tt':� .��E�.�`� d e. P a , e e � , e e � JOINT CAST. IRON PIPE SHALL BE INSTALLED FOR BOTH LINES 10' EITHER SIDE OF ����� �� F,>>r�r 3 THE INTERSECTION POINT. SET ON LEVEL 8. SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE MANUFACTURED BY A. ROTONDO 8� C'' {'''"' �'' '==>_•°`' I CROSS SECTION VIEW STABLE BASE (6" SONS OR APPROVED EQUAL. lovy,. M6'D �.Ca`^�i4C 123� SPME hs IN ' f,� rc) COMPACTED GRAVEL 9. GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE "sue Gam/ - OR COMPARABLE) STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL. 123 +? 1.1. r_ 12.6. r32 I+2�° SEPTIC TANK 10. ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL BE SEALED WITH NEOPRENE -- GASKETS OR ASPHALT CEMENT. NOT TO SCALE rC- ~�3?/�s T I CE' I. EXCAVATE A'LL UNSUITABLE MATERIAL IN LEACH AREA AND BACKFILL WITH CLEAN `� � ,;`'`r'T w E.`-� �} : ,o , �� ems✓ c��,a `r GRAVEL OR COARSE SAND, 2. A CERTIFICATE OF COMPLIANCE AS REQUIRED BY SECT. 2.8 OF TITLE Q MUST BE CGS A An As Built �•• OBTAINED BY THE CONTRACTOR UPON COMPLETION OF THE ABOVE WORK. IF AN r DESIGN DATA FINISH GRADE ...-.:VGj must be "AS -BUILT" PLAN IS REQUIRED DUE TO CONTRACTOR FINISH GRADE o ONTR CTOR DEVIATING FROM THESE PLANS, DWELLING � OVER TANK= I''-1. FINISH GRADE � * ., 3 EL.= r�>3. ELEV. = 17Cjo submitted to finDz ing WORK FOR SUCH "AS -BUILT" PLANS SHALL BE COMPENSATED BY THE CONTRACTOR. / Dept• prior to Gli'1�, for 13. THIS SYSTEM IS �iV DESIGNED FOR A GARBAGE DISPOSAL UNIT. �MS x t�C' Gpo/��Oc�nN,= 330cno i�� L�g�µa TOP OF o ?4. LCiGU g.--.�'jt�w L ©T 1 t_,f)C_ �`(Cfl orl tJC�2'rrlk./�S I s LENGTHS TO a foundation in_pection or = >2 '� �XZ+`tt_,2 -•-«n.33 ,� �Lnflt=.s �I<t C42_ CC7�s I'Zfl, 5, 2-(MC7uT�( I LS -� i ,� BE LEVEL L FOUNDATION r i5 ,^ Yc�-rAL- r.iJt�.ti MIN IrnuM — any farther coz�tructior- 3� NCN M Ar iL v gip Nr��L:." 1N �F T E L � = (3a• o �C a P ' __ _ t2 r �� � �/� >✓ � � � ��.5 - � � N G � �..i rr t-► � v� Z iaCfr !C44 c _6 x L 0 x z,.,vl�' ��; � fl 3ro� g�/��` 5 2rJ C©2.�►Er'L p� ' c::; 1, N.G'•l/ 1a• 4Q _ 1 P 00 0 `71D �l C.CS 2 x(odr'trG, x ZID(J X Zgt*��5 x• �1o4-G(N7/5t = zCpn r �2v6Z 0 0 �-- ^_-- I�L�C' - �;U C12 v� G¢ ram. x ZwLDS x o�. ��vlsr' ._ r �� 12�07 - ': r��.�I o 12� C r � y'� --- ^I o. 100 GAL • e o: e. o o. �'.' D ° e ° . d +G. ►✓i 2�,r • - t `, ' �T � e s 1 �A /' r e, a.7 {( (,/{ - ll p or Y S�c�a & REINFORCED CONC.' • ..•, i - I' U ! _ D .�P. . � D D ♦ e C - i 4� C,( i"Okla,! _ � 4 a e -- - -- - ------ - __ I P ,�h SEPTIC TAN K ra DIST: BO o D c-- ;i } ?'a rar!t ytd"�J•�i " I e a D D 4 „ ' t v e -. d _ ., of 1j 7 _.. _ ' - I .• .p o'P'e.ao'.o-.'_ '.' '.R.O.A - ,1 t,�p f 0 ��iVvilv._ 'COlil �,y _ z' G tllti EVEL STABLE BASE .n Tvt71i' of !iiili.�l,I,i 'U = . � a_e.', a e, • e .. a .e 'e:Q n.: , o . e•. :•o o.' `Q' 0 - — - - 'g x « w� ;�r� ♦. t oltitda emmissiu HANACK ASSOCIATES -P.C. ,Vtitcnx'�. 1 SYSTEM PROFILE �.P• �I CCU-•v2 CONSULTING ENGINEERS rr'� NOT TO SCALE --\ ��s0'�c INFERS 'iG ,�'♦.~ ifj� 6 Wilson Street South Dartmouth, Massachusetts 02748 HusE DRAWN BY. -V5� v_. k I f SCALE: f i CHECKED BY: QDATE"St /? f �„•v. d/+/ ' �';� "'`'x 3-j ' L V 1 a_Z. 0 7::t �X a 13 FM m O cc F_ w 0 U z Ir w z z Q CL w 15 O CN W N .*.. z _(D w 0 r. 4— Co rr\ _N �4 I � � J l S3Al3HS r � U x ✓C h 'a015 z m �r N ' J ' � r • S a: 'SA1HS Z i W Z J 0 Q J lfi ]C 2 z - O " (L w ' Ov w _ � I V V J V+ li �r J L j mcm a o 3 L a m m a x p r�, , P-Ji N O N3Ni l LLJ 5--� x Q wO m 01 t fit• ��v Wm ^S � Y 'Nil IN11 SNOOB ------ J 13NIBVo Ld CD zQo �`� iz w>LL OEM u m� J o C wV a LO 4 2 J '( J F W L_ W O J (n w D z w Q \w z Q O MT_ r� `� t3 � Ilkr 1 3 '3 li ' \ V LI An As Built- SUa:;ey rmust b. cubmitt,.d to th:z M.-Vd.i:na D` iyt. Prior to caVi $ .f©r 11 fo;�r;;a,tion isz, .. ..��c::�s�:� or Y ftrtbAr ccu t v tirn. .YOUR DRAWING MUST ENE KCP1 AT THE BUILDING DURING THE PROGRESS OF THIS WORK, BUILDING DEPARTPT£I1T l¢wrn of Aartmouth CT_ZJA CE I LIB GY Pitri UUM"1 . CRUX., i DUNN 300 S-SI• • 0 Z } a "I n! � 2,2 i ,0 3 i 4o" /Vo # /4=7` t4rU" ��Da f UP 1; � � � 11 II FLAG, T5 E "RRiaC_.►1- I► U/VEXCAVATED tf s n t 11 ! II t !I I I u QQ COr3JC, .3'1..A S W/ LJ I{ f ,� • II - PL-oIG3TGtt/E_,SU.tF.�C•= Rd/xiw, W/ [o IV OVEiT 4" G,RAVEL P/GL 4.9 - il r—— — -- — ' —I • e — — —�� <oTB�r .'SL._ GL..OAC, i I • z ' Vit%FX. d I li 2't�'- 3'�,l A• /2" PCANr:n/G M&MAL .. 7 ARZA AREAWAY 00 I �I � {� �i �I .a � •� D 'd .v � i'h-a, .h- N�rrcl5s'� = d• .l •a '� t v: ! 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P B I I I 1 V C8 X 4 STEEL I "I BF_AA�f %I I I{ _ _ - III I I I I h 1 dEA�.vG r/�rc W,h[ -4 00 /2"nJEEP cavc. ch' mNLy 8 d k e e s. • a Q { t I I I OF I Fca �TlNc3 W1 Cv" 0&L-CT/D ® G 13TG`R vt I ON. J 3 X 1 t7 D iZDIA 1.G u R. - a' �L� �L,u•�,U," ,., _ co 14. It " z_ f `4-id Q �2X/O .cAO/6T5 2XIO [J4I,',iTS OCR/ LE EY�!'S� Tiv�fO r1014r /A/ A,4Z4 DAI-Y .97AA10"C l j v C ZIAIV C ari I 1 "� /. i V i M \----- t v I I N i— —' /l �Y V, •v b f �V I v 'G P 5 TC,s�14,A i D D 4 i 241Ix 24�/ 'x /2" ' �k 'T 4 - - --1 �- • . GONCR ETL COL. L`�r 4' Co�aGL // CGbC6EL —� v o = N I � 1 I � FOOT/A/GS� _• C� N ' 2G- 3rF n _ 1 I2nto//' S" I V N I - _ - .• 4 r GARA 6E a i 2xlo �FrERb � . �4 2></O GE/LING ✓� h - 2x/0 x 4:a,/ cunr/GGERo I 4u /G OC• . _. 1� a - _- _� i1'o., ��C _ . _ . _ :.. _ _ 4" GRAV_- FILL _ _ _ _ �' 4"GONG, 6GAB w/ il' -ff 7f ll' .sc.oPc 2" ro oz�ac It y �I �<a�rnv� arrrrc� 4t Ij ♦a I� I I H i' S g DRYwA?_L CA/ 1 I I 1 W.W.NL Ov--R 411aCAVE4. a I rl F II C-&/c/' IC, C� 6 rVe WA4.4.6 N ` it films. / L_�L_ �� _�L _�L___LL__Jt__J _ JL_JL_1L_J1_-JL_ L_JL _ JL - tt �1 �L tY1 LINE oe� UPP,EIZ LSV�L t,,� 2.2 N/O _ �V V 7/012" 7-'634� ;3-'5" r 0-114 SCALS : /4% /=pa 0 ISSUED FOR DATE REVISIONS 19Y DATE NOTE: GREAT CAR[ -AND EFFORT HAVE septa INTO THE CREATION OF THE DESIGN AND ENOINEERING OF NOTE: THESE PLANS AND BLUE►RINTS. HOWEVER, BECAUSE OF THE IM POSSIBILITY OF PROVIDING ANY PERSONAL PRELIMINARY O PRELIMINARY AND/ -ow-rumsI"a" CONSULTATION, SUPERVISION, AND CONTROL OVER THE ACTUAL CONSTRUCTION, AND CHECKED O COPYRIGHT BY HOME PLANNERS, BECAUSE OF THE GREAT VARIANCE IN LOCAL BUILDING CODE REOUIRtMENTO, AMC OTHER LOCAL BUILDING ❑ PRODUCTION INC., DETROIT, AND IS NOT TO SE AND WEATHER CONDITIONS, HOME PLANNERS, INC.. ASSUMES NO RESPONSIBILITY FOR ANY DAMAGES, IN- COPIEDAPPROVED WRITTEN OR REPRODUCED WITHOUT BLUEPRINSTRUCTURAL S. IT 9 RECOMMENDED THAT YOU CONSULT AN LIts, OMISSIONS, OR KNRORS IN THE DESIGN OR, OCAL ARCHITECT OR [NO NE[R OF YOUR CHOICE, ❑ ERECTION WRITTEN PERMISSION. AND CHECK WITH YOUR LOCAL BUILDING OFFICIALS, PRIOR TO START OF ACTUAL CONSTRUCTION. r if it /(Ix� 3.STOOL cur c-f- i 34-x 34'COVE HA IR RA IL 9/6 �x2 PAIVEL- MOLD /6, x 3 �' /CROWN MOLD 3.4x4 COVE t 36 x /5x 5TOP /16�X234 6TO01- t �v�`� • j t. l i� X �'CA5//VG _ �%� �x 24� APK'O/w x 3 Z, UZ_ L �5/ 'E' TRIM Off"T4lLI 11 '� � .._.i✓��� DRIVE !i•II�i� i •t � . w I I •I i I� � i Ll 1 ;i Li' Lil I��II pI�lillj � - - - - .WALK ZZ LOT i &IM6E2 J� I _ �ut�pVlsro�.t i • 0� a STREET V 0 /j �� YOUR DRAWING MUST 6 J BUILDING DURING WORK. THE / AT THE i PROGRESS O THIS J� EIL-�J' gUiLDDEPART:PL. A- An As B61t u:vcy mint b Submilft^�cl to tmi :. l.y 1)`pt. pier t3 for a found ticn in::p1:c.10:1 or any further cond-ruction: RfCHARO 6: PVL,Lar':V, t'ESIC'gER • IRVING E. PALMOUIST. A.I.A. DESIGN'NO. 2216 r. Ian n e 0 r' SHEET NO. OF 16310 GRAND RIVER AVENUE DETROIT 27, MICHIGAN I ) LA /V�g '5�c , -4 &E : 1 4 d ISSUED FOR DATE REVISIONS, BY DATE PRELIMINARY C3 PRELIMINARY NOTE: COPYRIGHT SAND MANNE S. CHECKED 13 PRODUCTION INC.. DETROIT. AND 18 NOTTO COPIED OR REPRODUCED WITHOUT APPROVED 13 ERECTION WRITTEN PERMISSION. p _0 7 PLA671C. ZAA1141A7,E,0 COUNT -0" 46,0_'4SAI .01—WWA SA _1W O 4- F- -2 1 lid" I' ri R DRAWING MUST BE KEF1 E BUILDING DURING THE -SS OF THIS WORK. JILDING DZPAjkTr-,7E1TT T,jwn of D_'rtmouth 11�7 I n.v ON 171T7 avt ,;,v �� � 1144 71r, 4, W, YPLA.�-rlr- 4401*Ari�0 AA rfY couNTER )91Z_5E C 4 31AoQ_::7 ;Lw ------ �\A ,4qA67'C01C_ 4AW&M—EA9 6IN7EX A01—A671C, 4AM1*4Zw PALE H, Ei I e i� 1�1i'1 i i MIR)COR '96 m�- CA�BIAI.Er lPLASTIC . . . . . . . . . . . . loe7o 7�6!541 0 0 00 7 A 136 -INTERIOR EL 1_r_vAT1oM5__.__' LIVII-JG gm- LEVEL 1163 :5Q. r-7. SCALE eEDA�00,Vf I.EVEL 1-64 4 F7. '=A11V1!LY AIX. Lsvez- 654 SQ, 'cT' 70 77A Z. I .9,16ro SQ. ,cT. RICHARD B. POLLMA%.'DESIuf.ER IRVING E. PALMQUIST, A.I.A. DESIGN NO. := - 2216 Oftl e, anners, i n c SHEET NO. OF CAW 2 16310 GRAND -RIVER AVENUE DETROIT 27. MICHIGAN 6 • 3 tj � r1 jpi •'''��,, s • �� Lr1 �11J l � r 's ' a j • C��vrE�tlr WASH --- sJ $1 ru t117 L•r .. CQNG. (1911A N£Y GRf� . /V G C1t/tilit/E i' CA i .y1 si (, ' • S FF.I/£L� .:t ac L .'v�:� STONE vEH cititNEY '•�,,�,r j� AI7. C. 'LA6#1A/G �,St//NGL rw �� a ,1 ' .54, x.22 �N/NGLE MOLL? /x� RAKE• a30sIRU /%(o ��I?~co;,1�4%MMU'GO i2 ¢x!S RA�t'E ,EiGJ4i"L? 1441 _ x 6 7'RIAI FLASlIl1�lG . I;_, xB <A EO W O,O 40 _ MI6-rAL GC/TT�R 16. X 3�2 "- CePOW1V 0 J1 tca_75r 9o_:3Ro. _. - MEML GUTTiER _ LASS!/�fi ^FGAgf//�4/G s,¢ X2 Sf/INGLE MOLD /y L r <o Tit IIVI . _ fLA.•3N/NG Y EXT. C7dCAG?6 f'LYW.O. ,: -r-=�rX:�s"'Tfi'9Y1 = . •. _ _ FL�/I/N�3__:__- E�� BfEVEL .5/t//NCa W / 3�� kVl'XOP Sft'/77�A'� METALF - G RAX D. u u N CR'OW.SJ MC1L d - - - IXIO /NE- G GU7 FLAB�/�i1IG G j6w'v/b~x 'SI?" CrFL�Wsf! 1i�1CJLD - 2f T//c x6 WOOD a4ACCET Ixa iA_lA _ _ _ /LtETAL _G<lTTE:tt' _ - ¢ _ 34 fIA4,r X0&*0 CE a�.�iST `N /b P�' TA t"ER /xd F95O/f1 4% -- - -. - - - GONDUGTC� --- . , �14­QAL G/,STRAL2E _._._ COLON/�4L S¢x8 RAKE L3GE"9.f°.D I — x 3 2 :tr�W .M C O C A' 3 2��CRvWiV 1'x8 FASG/q IrIEfiAL - ( _ r Ixrs /x8 TR/M YEL !stQ/.t>G W �- , G_ - -- /E _ GUtTE. faEVEL 5/OtNC3 W f3 £X.SUk' - T /M N CCY1/e -.. ! j A LLL: - fxP11 IL —Al VF11tt2cL 7D/(r'E vENE o6 O°.{rsTo.ELxvV SG�Fccr `� �rx3ex' srEE�N �� t s I I f _ 1 I 1 t Oft � _ A _ �`' i' Cx?rtlC; . STEM l 1 LLLJ LEE I I � �...._/5Xt2"' PLZ� � T L -- E--- Lr-r----------� I f r-4 _ y • .SNF•A Th(!NG - d -7 �nmefemsaaAm■s+s�m..�acatssam --- - ! �x � iPAFTL'iCS >�_ _ �- � .., BL o GK r,+V� SSA L_E IV !¢ ¢X6 RAKE SaARD SEC F 10/V CC �4X . - .KCAL � I�'�•/-`U"' 3Z CR l f ISSUED FOR DATE REVISIONS BY DATE PRELIMINARY C PRELIMINARY :.. NOTE: CHECKED (] PRODUCTION ®c�DETROIT AND 16 NO Torsi �_T• COr1ED OR REPRODUCED W"WOUT APPROVED D ERECTION WRITTEN /KR}IIssION. L_� ._E `✓ IV 1 .3�/yGLES 'S4 x2�~�.S/✓rL'tsGE' /YJL�Lp� 3�g"EXT. PG YwQ 'OLO 24 X16 xB �woop CGWOUGTOR I3h'AC.KE T —/ O rig od r — COGON/AL_ L3ALU.i' Tit"A.P� fZAS,t,>>NG SkINGLE"S - A4. G!/TTf_ C METAL GUTT lC' � CcavcarrcToR /x6 FAbcGq 3 fASC./A _lS r $1CW�tl MpL13 - 1 X Ze Ile '/C'l,EZ. E' 60Ak-0 E3 0 M 0 [1 _. 24 FLAG STONE 9' ., r i r T /14 TR/M P_ k TIc 7_7 Ul I- I i I - 1I- I —-------- ----1---1 ■ fA�C - 1 i 1 _ f RICH ARD E POLLMAN: DESIGNER s _IRVING E. PALMQUIXT. A. A. DESIGN NO. _ 2216 - , Inc.- SHEET NO. OF 16310 GRAND RIVER AVENUE DETROIT 27. MICHIGAN 3 6 ', _ - DUNN 300 6-61. /2 a r /Z//G FLUE 0 t' 1 J1� • a � 14AR454 0ACC/ma, q � 4VAI MpG'R r _. ' I v• � 1- a r F /cx HGA�7-H SX ° A.A, F/REIDL AGE 5EC T/OA/ 5`X 714u 064*16 —� 3¢ x G"vp- - Sl a � i i 'JIg 1 i !� I li , I w/ VA L 446. i �i I I i , _ . 7 . MA L/TB ai N GL, M/,C Off' 1 Q 5T1C LAM.-C . C./1 V. t l5 !� L!4 °X 949n HAI-F BEAM L/TG PG. v�T/c L�I,r�f. Coo,ttT� 4k 3P4AO LAL V. l E t 1 I tT 1 QI U I h 4 2,5 �-7 F/N/SH 13 L /TG• /.¢ ,11 .00-'- ZITLA4H ,e- Tyc 4A,vl. CCUA./r1 LAt! c ' { , l i ! rl h U TG H 6A1 R II I I I +00, R N yV/ .dtT I, v ri WZ PV Avel -¢L 714" 6=034/1 L 5'-9" " VC rrC kL MO, YAK 1 ' I i°L I Ii C M. C VA „�7C h, l I ,5PAC& SMACB 41 �iPECl,3,3E0 L/TdSS - wAM/LY Thf, pL�1 ST/C L/I,t1, COUNTFr,2 SPL/13H _ f ! ! _ -- - �' lam-_ a ►� -- 214, /I p /,Q L .4eCE53EO G/T�•� T- I� AvtC j I W,OTH I I I' Ij I 1- ,¢��• J 2��� �_ 3=0" 2'�0" _ J 2'-px 3'-//" el4O l2" I ISSUED FOR DATE REVISIONS BY DATE NOTE: PRELIMINARY ❑ PRELIMINARY CHECKED ❑ PRODUCTION ©COPYRIGHT �A MOM[ PL. INC., D[TROIT, AND If NOTT TTo O BE COPIED OR REPRODUCED WITHOUT APPROVED ❑ ERECTION WRITTEN PERMISSION. a t t r� Q I 1 �9 O LtTE 6 4q ,�, GLAaS .V1/iRdc it eT/C LAV y Lj I I EM m� i �7 2xlO .PIOGE 4D. .5H//VGLES ROOF .SHEAT,Y/Mra ---- - /SiPGbF/il/G FELT- (WFIERE REQ 110) - - - - - 2x8 RAF7,E/�6 z4x10'-oaC0LLA,C 7'/E5 6)32"O.G. Ca 10 ;� s / .67*,QOA/6 A5A" MF 74L L)RIG EAOGE / F[/L.L TH/CA' z5LAitX /N',SLILAT/DN 2x8 GZ/�./iS/G 4/0/.37- OF METAL GUTTEE ---- -- _V -- ---- • iK�5k44£rXS'k""?�f''' �kP�"$(Yi: t'>SSC'_iz'YI5.k4`<�F(fs1�X f4'Y e df M �., e S. °txl�i'ZFYk41��?x�k� t'Ix f iI7Xfirri3Jfi f p}''f G�%{i'tu"x'I1 "r�FYii} .. t y 2 K8 / — Q WAL l /x 6 SOFF/ T 444AC'V /x8 FR/ECE BEvCL 61L71/V'G w/ 8"Ex T� t. OLV(SA T Y I L 1HA L I _ x ¢ ca /�,' (:• NENWA!L A TNIA/GI I 2x8 CE1L/N4 a'4/,�T 4 2x -STUD` 3� 24 D•G. - -6 10EW4GL At/_`.:iLAT/ON TO To i i; � 0, �I � I I' MAsr�e Boo r�M. — FLASH/A/G I � � ,I I' 1 !i i I � � I G5,4T// n ; I 1 i �! I'j cA�rv�-r ( I EN7"r�' Y HAL L 7- I ; 1 I 5 R F clI I I I I I 2x 6 /4AFTE/C'b @ /!e O.G. O BLTX_.Cic/c cr,'k METAL Of/F' Ef�hE BFTwEEn/ JOt6T -- - -- - `- t1 -_ --� _ . - - _ - -- - -- - \� 110 tj IN 2 k !O C£/L IJG T / /x3 cTAL GU E1 r C A /N T / 'S r. r r r��tx ct r ✓oi T J• • • �,9 qG' r x* F ,.., ,r , 'rVyt .,; r� ._ IS r .,, , t ct ,(.(, �,,.Fs/`.�.1.�,,. _F;, � ;7 _J t, ,� r=•,,,•�,� J'PG� .. 'J_�37�'';7�1?2u.+1`, .,3.�'kf s ,.. t. .,1 -f"5 r-<�i''yti��•�;. -�`� --- — '' /x8 FA6G/A-�---- � n /�6 X 3 /6LO GK/NG ORY WALL "CY/LL Tf,'/G < 51-ANA'L T I I I I ,) t• C-A00WiV ib'.OLO �-? x12'S h'EADEfi INSULAT/ON 3g EXT.• OLYWO. CE!_1NG 8 x/B.4 -7BFgM W/ �cA'G�/ED SoFF/T VE /x/_ FIIEZE A�S'►1rALL c ! 2xCc HEAP FSI,CL% /x(o H.�;O T.C/�11 �¢ T,('E-AG'� I� 4 1 . x TRIM 2xlo r/AM45si1`x`eS'g /, Co 7WIM i, l 3 C 5 rEEL Fil/vt/LY iCM, Co.:Urt�t/t/ EquA�.S S�0•• 2x12 HOUSED 87-X1 'GEC 1 GARAGE !x 3 .Pi.OG7NG x /o WAIL MOC/ ORAL. Q __-� 711 I j 7 EA 60 /O 0 A/- _� ! SLOPE GA,CAGE /i 9'CO/Vrf'E7-.E .54At3 , EQvALS L • , u 'y ...r. • IIII II 4/'Gf'gVEL FlL= ' `' 2411, 4'X12" -?0&4RETE PAO •C •••t ! - Ulf i.11l (� -- "---.--- � , a P csMe�l/r �LAST�/�, '� �' •' _... � Q = 8 CONCXE TE FOC/A1QiI T/ON WA °� . 2x/2 .STR/ANGER + I Lif - - - - - - - - - - - - - ~ `� /� G/('A vE•L F/LL - ' /G'X /O CONGd'ETE 000T/N6 4 M/L, f LA S o /G M rsb�f 8/('i4N� vH POR 1-34A '/ "h G1'C�� T, Oil A -A _ SCALE /�rrm /'-emu - RICHARb -a. 15C1L:_MAN, ;,>=5:?^JER •! ,IRVING E. PALMQUIST. A. L A. DESIGN NO. 2216 -Ome.+ 1 / i , Inc. SHEET NO. I OF 16310 GRAND RIVER AVENUE ' DETROIT 27, MICHIGAN 4 6 i i �idG.'TAG- GUTTE�C yw +4"c:awrz- 6L,4.e W/ ,�LAGdTD�t/E 3UiC�/ICE :APE/NA W/ G ;�✓a t'L�t Y--� zsrkv�c�r � _a v�.t._ •A•� �,c'�I vE` L c. ULOi3/L'ER' all t " 1ZX.6 XAP GRADE &-OCI� -- • ' I 1104 v. I�KIOATLDN Tugp.: � %°p I CROSS C/r/.ck K DORIIO G4P GUTT£�E' �;q T. PLYWO. $GFf7T L'SG'. g a Cove MOLLo /rw J,/G7.C.. ..,I;T/O�C1 •L LWGC 6 2 L r W/At/DOW M—C AL ARArAWAY LG�Q" IAi 16 J`CALE- 10u- /!pu l ISSUED FOR DATE REVISIONS BY DATE PRELIMINARY O PRELIMINARY NOTE: S. CHECKED Q PRODUCTION �a.. DETROIT•A D IS NNOMIE OTTOE COPIED APPROVED 0. ERECTION WRITTEN OR PERMISSION. WITHOUT RICyARG. B. r-ULLMAN. DESIGNER - vRVING E. PALMOUIST, A. I. A. DESIGN NO. wow a n n e 2216 r ' n c ■ SHEET NO. OF , 10310 GRAND RIVER AVENUE DETROIT 27. MICHIGAN 5 6 i DUNN 250 5-78 674410 • LINE ITEM I QUANTITY & MATERIAL i UNIT TOTAL LINE ITEM QUANTITY & MATERIAL UNIT 'TCTAL� NO. COLUMN NO.1 ( UNIT MEAS. 'TYPE and, or SIZE) i COST COST NO. COLUMN NO.2 UNIT MEAS. :TYPE cud or SIZE) COST t"C'• - —; -- DESIGN N0. HP Me= 2 -- 2 - -- U - - - -- edam------ - - - - - - - - - - -- -- - -- ---� ---- - - - ---- --------- -- on - � 3 Footings _ 35 Cu.Yds. Gr mel - - 3 Exterior Walle _ , 282_ Pea : 2"x 4"x _89_0" Studs _ - a 60 Lin -Ft 11 of 1 Sacks Cement a -- • n n 5 21-6 Lin.Ft. 203;10" 170 Sg.Ft. 1" Fiber�l.ass Perimeter Insulation _}_. - -- s - ------1664_.`Ft<_. 2" x 4" gatop -- -- - - - --6 105 Lin.Ft. 8x42„ 200 Pose a t -__ - - Drain Tile - - -- ------'--- -+ 6. - -- Pas. 2"x 8 x 1? 0" Headers -_-- - ---3+_Li.n.Ft. 12x42" 14 Pee. _ of as - - - - -- + 2Pca. -- 2"x 8"X 20110" 8 1 Pad ?1+x24L2" 8 Pcs. 4" " Toes ---- - ---- -- - -- a 6 PCs-- _A"x "x 10"x 10+_0"-- -„ -- - - - ---- -_9 _ _� d-_3!_8�C11•_011 _-- 8 _Pcs•_ - 41t Vitrified Crock Tile -__-_9 i 2 Pas10"x 14+_0"" - -- - - - - - 10 x 2 2 Rolls 15# 4" Strip Felt - - - -- - ---- - -- - - - - -- -t0 -- - 8 Pca 2tr _ x 12"ofx 10. 011 11 10 Cu.Yds, Pea Gravel- -- - - --- - --- ----- - -� t------- -- - 1 PC. -21Ix 12"x 14• 4"- 12 Masonry Block Wall __ _ _ 12Pcs,_-_--- _2"x_12"_x 1211-o" 13 1 Pos. 12 x 8 x 1610 Grade Blocks Masonry - - - -- --- -- - 3 - -- 60 Lin.Ft. 2"x 6" Headers --- -- --- - --- - ta 28 PCS.16"_ -- I 12 x 8 x Masonry Corner Blocks I' 1a 2184 Ft Exterior Wall Sheathing 15 10 PCs. - Blocks_____ -------------- 1 z x 8n " it n -- 5 _ - - ----- Sq. Ft. 1 Buil Felt tiona7. �t 16 15 Pea. x x " " - " ter - _t6 300 Sq.Ft.-- 1 1" x 3" 17 Pee. x x " -- - 17 Interior Parrtitio --- --- - - - - - - 18 1236 Pea. 12 x 8 x 16" 1f Regular of -- 18 _ 2 Pos. fix_ x 81_0" Studs- 19 4 Poe. 8 x 8 x 16" rt A -- " - ---- _._� g- _-_-- ___-- -_15 Lin.Ft. 2" x +�" Plates ---- ----_ - - rt ---- 20 96 Fes. 4 x 8 x 12" 11 Solid " 204 Lin.Ft. 2" X b" Fieadera , 2 Pos. x 8 i-1 „- -�� --- n - n - -- - 21 - -- Unit -P_ x • $"x 81 Ski 21 _ 7 _ �. Door Wa11 Dock@t ` 22 -- 118 PCs. 8 x 8 x 16" a n - " -- -- --- i - - - 22- -Coil-ng �,Traing -- - - -- - - - - -t - - 2s 18 Pee. - r - --- - --- ---- - t- - - - - -- --- t -_ 8 x 8 x n n "Lot Blocks 23 -__ -_ 170 Lin.Ft. 2" x 0 Stro back Fran - -- _ - 24 0 Pca. x 8 x 161, Regularof Blocks -�-- - -- -- 24 1Pos. 219x 8"z 101_0" __;_Oling Joists 25 18 Cu.Yda. 0 0 194son Sand 25 _ Pee. -� 2"x 8 x 1 0" of It 26 8 sacks Mortar -- -- - ---+-------}-------- _ - -------------- -� ---- -- 26 - -- 52 Pas. --- 12"x 811x 1 • 0" n of - - - - - - 27 --- - ------ - --- - - _-- 2`=x 8 x 20 _ 0" - - 27 26 sacks Cement----- ---- - _ _ __ _ 10 Pea. - "- - "- -��- - 28 Gala A t FoundationCoa - ---- -- - -_ __ 28 13 Pcs. "x 10"x 20•_0" _ �� - --- - 29 4 Pos. 8 x 12" ue Linings t- t- - --- -- 2s _--- _--- 108_Lin.Ft. 12" x 4" Kitchen_ u _ - 30 2 ca x -- _--- -- 1703 n�Ft. --- " -- 30 2" x 6" Strougback Framing 31, n _Steel ftmuee Zbimhle l ! 31__.. Roof_Frsadng _ - - - -- _32 1 PC.6" of n Water Heater Thimble __ 32 +_ _12 P_cs. 2 "x 6"x 14+ 0" Rafters 33 Basement Steel 33 6-PCS. 2"x 8"x lotO"_ 34 and Sash 5 PCs. 8 x 8 x 1 4" Steel Bearing Plates sa - --- - - -_ ------ �- 19 PCs. --- 2"x 81Ix 121-0" of -35 1 Pc. Diameter " Pi Columns - - - -� 3s - - 72 Fes. _ ? 2"x 8"z 189_0" of 36 1 PC 8" 18 x 221-10" Steal I_B 36 37 PCs. 2"x 8"x 22#-0"--- „ - - ----- -- - - - -- --- 37 1 Pc 8" 18.4# x 119_0n n n of -- --37- -- -- 17 Pos. 2"x 8"x 20•_0" -" ------}-------- - 38 1 Pc. 8" 18.4# x 8•_8" a If of -- 38 ` 108 Lin.Ft. 2" x 14" Ridge Member - -- --_ - ---~ 39 4 PCs. 2-Light 15 x 121, Steel Sash - 3s -- - � 9 Lin. Ft. x�+11 Cornice Overharhg F - --- - ----- - - -- -- ---------- 42 -- ao 2 PCs. x Corrugated Steel Areaway ao Lin.Ft. 3-5/8" z Cornice Blocking 41 Masonry Veneer i 41 _ Lin. " x " r Trimmers_-- - 42 and Fireplaces 1 Unit " Dome r --- . --- a2 1$ Pcs. - - -2nz 1x 10• _0" Co111 ar Thee 43 3 PCs. X "x x 50" Fireplace Lintel Angles - - a3 Pcs. "x X 1 On n tr - - -- _as Pea. x 31 x 24" Hearth T_I tuns -as-- _ --_.-- 00 SQ. Ft.Roof Sheathing -- -+ --- - - - - - - - -- -_-- -- - _� --- - _ - 45 1 Pc. " x 8" Ash Dump 45 4000 94. Building Felt- -- ---- 46 1 PCs. Fire Bricks ! 46 ROOFING & SAE6`T MET 1 - +- - --- 47 50 Lbs of a 47 3-1. s I Asphalt Ridge Shingles 48 4000 Pas. Common Bricks a8 30 Lin.Ft. " Valley Ro]l RoofYx>g -- as 1000 Pca. Face " 4s - 9c y--s� " Self-Sealingin-g7-es--------- t ----t - - - - -- - --+ - 50 1 0 . Ft. Cut Stone Veneer 50 - + _ 50 Sq . Ft . --- ; Sheet Metal Roofing. ---------- - ' 51 --- 58 Lin.Ft. x " Flagatone Sills ; 51 1 376 Lin.Ft. _Metal. Drip Edge _-- 52 18 Lin.Ft. x 13" " Co 52 �6 Pcs. -- -'" x3" Metal- - Fl - --- - -- -+ - - --a8 - - +- -- - , -- - 53 1 PC. x "x • _ Cut Stone Door Sill _ Ft. f- - Huey Counter - - -- -- - Lin. Sa 1 Pc. 4nx "x 6•_4t/ n a a a 54 - t 84 Lin�Ft�_�_Wall to Roof. , Threshold & Cornice_- Re- - Flashi s _ -- 55 1 PC. 4"x 10"x 8+_4n n n n n - - - --55 - i Lin.Ft. Window & Door Head Flashing 56 1 PC. 4"x 10"x 69-4" of of a Iti - 56 - - 00 Lbs. i Roofing 57 1 PC, 4"x x itex " e -- �- -- 57-- 4 226 Lin,- p 1 n n n n sa 2 ca x x x 48 ___� 10_ Lin.Ft, xie_etetl Conchxotor_Pie_&__F1ttings 59 2 PCs. x x X 60n a n n I 59 EXTERIOR FINISH 60 23 cu.,rds.0 50 Mason Sand --- ; _--- --- 60 Windows - -- - - _ s t 160 sacks Mortar _ 61 ALL WINDOWS WITH BRICK MOLD CASING _5 Double2011z asemen 62 1000 PCs, Metal Waal Tiea--- '---------- 52 -- _ -- -- 1 Triple 63 11 PCs, 8" x 2" Flue Lima ------------ -- 63 ---- --------- Double 20p xZjgp--- - „--- of 2-Wide gh - - 64 8 Pos. 12" x 161, of n , 64 fi 1 e 2011 X 72" Bea Casement Cut 2 Wide 6 _ . 65 —------- -{ —fi--- - ---- ---- -- - -- - - - -7 - -- - --- 5-� -- . Concrete Slabs _ _ _ 65 1 Q� 2An x 2a n n n 2 Wide 66 Exterior Slabs Sidewalks d DrivewayNot Included- - ---- - -- -- 66 ._ - _- . - 6---- e - -T - -- --_ _ - -- - - -- --- _-- __-- _ _ - -- S.ngl , 7#,48 Gli Windows - 67 1700 .Ft. n a �----�---- ---- -t-------- , #8 8 Welded Wire Reinfor Mesh 67 �oorrames - - -- - -- 68 23-_ Cu. Yds. Fill Grava7,--- - ----- + -- - -- - - -68 - - - - - --- - - - - +-- -tx 1_T�,6t_8tt Rabbeted for- TWO- .2!_8"x 61_' - -9 _ 23 Cu.Yda, 60 46 " 69 1-3I4" Door Loose Ca 70 315 Sacks Cement 70 1 Rear 3•_0"x b�_8" Rabbeted ]._3 4n--_ -rxbt� - sing 71 10 Gals. Liquid Cement Hardener_ -_- --- 71 - -- - _.- --- - - --- - - - -- --- ---_ ___-- __�2 _-__-- _-- - _-+ _. 3_Terrace +7+ Ottx bt_8t1 Gliding Door,Frome, Track & Hardware 72 7 0 Sq.Ft. 1 Flagstone - - -- - Brisk Mold Casin -- - - _ 73 90 Sacks Mortar aeon Sand r -- ._ __ ___ . _ . 74 - - -- ------ ---_ _ _ _---- _ -- - z Terrace �_0+-8" G1ictLng Door, Frame, Track and - _- 74 — --- -- - - - - -- _ - _ - - 75 Interior Slabs - -- -- - - -- -- - 75- - - - t -Hardware- -- Brick Mold Casing -- - 76 Cu.Yds. Fill-Grava7. -- - - - - -- - -- -- - -- r __ _ _ 2 e 1 t " t� - - " 25 __ __ _ - s Field A ed Doom g -0''x 7 -� 2'" Overhead Frames 1 x/, Casing 2 Cu Yds 60 40 "- - - - - --- - - - -& T�--i _ + - - - -- - ' -5 4"x 8"x •_6" Colonial Fluted Pilasters 78 -- - -- -- --- + - - - --- " -- w T - - -- Pas. --+ l 7 12 Sacks Cement - _-- 78 pcs.-- - 1"x-6"x 81-01, Entrance Surround Trim - - --- 7s PCs. 4" Vitrified Crocks t �9 - - - �1 2 Pos. ____ 4nx 3r-114"x 8__0 Bed Mold_ 7 Pcs. 4" 11 ------4 - - - t------+- --- -- - -- --- _ , - ---- - - - ----'� ._ Benda --- --- --- --� -- - - - �o - - - _ _ 130. LinsFt�-- t 11 1�" - a _2�r Panel Mold - - -- 82 - Pea, y" " B ----- -- +--- T-- -- at --- +- -114 - Ft• 8" Exterior Grade Plywood . --- -- - T --- _ i 1800 Ft Plastic Membrane YApor Barrier i 82 I Cornice Trim --__-- 83 264 Lin.Ft._ • _1" _x_81t Fascia Board 84 -- ---- ---- -1-- ------ ea - --- ------------ - - • 14 Lin.Ft. tl"- x 12t1 -- -n - n -- - - -- - - ---- - - - - - - --- FRAMING LUMBER _-_- _ .__�L_ __umber siz- s_ Based on Desi Stress, =14 0�----- --+- - - - + --+ - - 85 Platforms ( 18 Lin.Ft. ' 2" x 8" Joist Trimaners-- -- --- --_- -.-._ -- s5 16$ Lin.Ft. 1" x $" SoMt a - - -- a6 -- - t x S -- - - - - -- - - _ - ----� — �.aa-------- --- --- --- - - -- + - -� 87 I 2" x 4" Ba_am _" _ _ i 87 ,- - 266 .Ft. 3%8" Exterior -Grade Plywood Soffit & Ceiling 46 Lin. -- _ --1 Pc. _1 8"x 1 "z 18+_2" Structural Laminated Wood B --- - ea -- - ; - - - - ---- - - - -- ---- - - --- - -- - -- - - - - -- - - -- - - ; _ _ 228 _Lin. Ft. ___ 11�16! - x -- Crown Mold - - 89_ - _ __ -------------____- 2�8-Lin.Ft 2" x 10" Joist TrlmeM Headers- & B14 -- 89 -90 - n -- -- - - - - - 1.52 Lien. Ft' __� 1 _ x _ 8 _ _ F�eze- Board _ 9L 21 Pea. 2"x 101tx 101_0" Joists _- _ -- - - 26_L n 11 - - - - - -- - -- - - ---- ._ - - -- _ in. Ft. - 11, x 12" _ 91 -1 8 PCs. !�2"x 10"x 12 t _ on --- "----- --------- - -- + -- 9 , - 28_ Li xh: Ft, - 1111 x -1 8rt_ . cove _Mold - - -92 -- --- ---- ---- -- - - - - ---- --------+-- 2-8 PCs. ! 2"x 10"x 14+_0t1 " -- - - -- _ . _ - -- - 92 -- -- 14-Lin,Ft,- x Sit Board -- 93 I — 46 PCs. 2"x 10"x 1�0" " 93 I In -X 8" " n --- - -- ---- - - - - ---- --- -- ---- - - - 120�tl. - '- -- 94 15 PCs. --- 2"x 10"x 18+_0" u - - . - 34 108- .in.Ft, _ 41s X 6"-- -- - - -- 9s - ---- �0 Pcas---+2"x 10"x 20!_0" -"--- is - - - - - --- --- - - s� - --{ --- -- - - ------ --- +- - - w - -- - _ _ 1.32 Lin.Ft. t 4"_ 621n _ Rake - e Ylold - - Lin.Ft 1" x - Brides-M_t0ptional_ b . Code ---------------_-_-- �__ _-- -- -_ -_ - s - - -- --- - - _ _ - ' --_-3 Units---_ ' _ 12 Pitch Triangta Gable Louvers 97 _.. - --- - - - 2 00 . Ft # - 9ubfloo ring- - - - - - - - I - 1 - 1 Uni t 11Pn _ 12 - - „ n n If 3e 208 Lin.Ft. 2" x 6" 54S Dec - - ae 1 i 24"x 16"X 8" Ornamental Wood Cornice Bra�alcets 2 Pas -- -- -- t--- - ----- - --- - 1 -- , . - - - s + - - - - ---- ---- - - - 00 t y-. LINE NO. ITEM COLUMN NO. 3 QUANTITY & UNIT MEAS. MATERIAL (TYPE and/or SIZE) UNIT COST TOTAL COST _ t DESIGN NO. HP 2 S 3 Porch & Balcony 6 PCs. Wrx 4nx 41_01, Porch Posts Turned CARS 4 Trim 46 PCs. 21tx 2"x 2+_ " Balusters 5 52 Lin. Ft. 3IIx 1-Pt Railing 6 24 Lin. Ft. 111 x 10" Platform Fascia 7 Si 8 1800 Lin.Ft. 5 8" x 811 Bevel. Siding 9 180 Lin.Ft. 111 x YI Fmying Strips --- _ to Misce3laneous 11 Millwork 5 Pairs 2011 x 4211 Louvered Shutters 12 2 Pairs 20" X 4" tt n 13 INTERIOR FINISH 14 Exterior Door's 2 Front 21_8nx 6t_8,rx 1_3 yn 3_Panel-Glazed 22" x " 15 1 Rear +_0"x 9_8"x 1-3 2_ " _ 11 n x a 16 2 Garage 91-0"x 71_0"x 1_3 Overhead Door Tra k & H 17 insulation 18 3212 Ft Full Thick Floor & Ceiling Insulation 19 Pmmll WPaa board 207 1 8W Sq.Ft. 1 " Blanket Sidewall Inmaation 20 21 1 2i1 sum Drywall Wall 22 1 958 sq.Ft. 5 get n 1/ It 23 3140 Lin.Ft. Perforated of Joint Tape 24 86 Lbs. Dr7w&U Joint Compound 25 76 Lbs. -Ft. Holdtite DrywaU Nails 26 424 Lin Metal. C4ornerbeaAs 27 Tilework 28 12 Sq.Ft. 8" Vermont Slate Hearths 29 1 Pc. 1t/x 8"x +_8f, Marble Mantel Head 30 2 PCs. 1"x 8"x 29_8t, 1t 11 Jambs 31 4 Pas. Marble Thresholds 32 9 'Ft. Unglazed Ceramic Tile Floor 33 310 Sq.Ft. Glazed It " Walls 34 4 Pas. Paper Holders 35 3 PCs. Soap & Grab Bars 36 12 PCs. Towel Bars 37 Finish Flooring 38 330 Sq.Ft. 5 8t1 Plywood Flooring 39 800 Sq.Ft. Resilient Floor Tile 40 2600 B.M. Hardwood Flooring at 2400 Sq.Ft. Flooring Felt 42 70 Lbs. 8d Flooring Nails 43 Stairs 44 2 PCs. x 101fx 81_0" Housed Stringers 'x 10"x 7t_ tt of tt 45 2 PCs. 46 1 Pc x 8"x 89_01, Center Carriage 47 1 PC. rflwx 8nx 71-6" It it 48 2 PCs. 21ox 12"x 69_0" Stringers 49 5 PCs 21fx 12"z +_0" Treads 50 13 PCs. 51LPIx 101tx 0-0n it 51 15 PCs. 1"x 8"x 4+_0f1 Risers 52 8 Lin.Ft. 4" x 3-t1 Starter Nosing 53 60 Lin.Ft. 1 Cove Molding 54 1 Po. lm,5181, Dian. x 8•_0" Handrail 55 Lin. Ft. 2_1 8" x 2_7 8t1 Colonial Handrail 56 1 PC. "X VIX 2" Newel Posts 57 31 PCs. 11, 'x l 'x t Turned Balusters 58 interior Doors 59 1 Interior 29_01tx 9_8"x 1_3 8" Panel 60 5 Interior 2t_ x 1_8nx 2-3 tt of - 61 4 Interior 2•_ "x +_8"x 3-3/8" _ 11 62 2 Interior 2t_8nx t_grtx 1-3/4" Mineral Core re oor 63 -Interior 29_0f1x 9_8"x 1_ 81, Bifold Door 64 10 Interior 2•_6"x 6•_811x 1_3 8" of It 65 4 Interior +_0"x 1-8"x 1- 8" 11 to 66 1 Interior t_6ax 62-8nx y3 811 It 1t 67 Door Frames 68 1 Set 2+_0"x t_8t1x 4_ 81, Jambs With Sto pS 69 Sets 2•_4„x 6+_8"X 4_ 8" 11 1t of 70 4 Sets 2•_ "x +_8t,x _ 5 Sit I of n 71 2Sets 21_8"x 6+_8"x 4, 8" to11 to72 1 Set 4+_0"x 61_8.ix 4_(At, 11 NO 11 73 Door Trim 74 2 Sides Zt_011 x •-8" Casing 75 10 Sidles 211_ , X +_8a it 76 8 Sides 2+_ tt x 9_8n of n Sides 11_8" x t_811 11 78 1 Side 3t_0n ?;1_8n it - 79 2 Sid98 11-011 x t n et so 1 Side 511_ 1 x t _8n it 81 3 Sides 1_01, x 1-81, of 82 2 Sides 8+_01, x 6 t_ u is 83 Window 'Trim 84 360 Lin.Ft. it 16" x 21" Casing &Aron 85 100 Lin.Ft. 3.1 161t x 2_ 314,1 Window Stool 8s Ruruniw, Trim 87 658 Lin,Ft.31 161, x ' t Base 88 720 Lin.Ft. 1 2" x Shoe 89 66 Lin Ft 1" x 12r, Shelving 90 96 Lin.Ft. 1" x 31t Hook Strip 91 J.92 Lin, Ft, lot X 2t/ Sielf Cleat 92 4 PCs, 4+x 89x 1 2t' Plywood Steel - 93 e sa640 Sq. Ft. 11t x 1211 T&G Ornamental Joint Panels _95 _ 1328 Sq.Ft. 310 Random Width T&G V_Cut tt 96 194 Lin. Ft. 11 16" x Crown Mold 97 2 Lin.Ft. t1 x 2_ Cut Down Window Stool umir 98 32 Lin -Ft. 3tO x 3 ' Cove Mol 99 100 Lin.Ft. 1 " x 2,, Panel Mold 100168 Lin -Ft- 1t1 x 211 Frieze LINE NO. ITEM COLUMN NO.4 QUANTITY & UNIT MEAS. MATERIAL (TYPE and/or SIZE) UNIT COST TOTAL COST - 1 DEQGN NO HP 2 rllual Lud t* 84 Lin Ft xCove 3 Pane Cont. 84 Lin Ft �531116"x'a s 4 84Lin.Ft, 1" x 6" Furing 5 32 Lin.Ft.2" x 6" oc 6 F se Beams 7 15 Ft. 2" x Beam Bloc 8 144 Lin.Ft. 1" x 61, of Sides 9 84 Lin Ft 1" x 2" " Bottom - 10 4 Lindt. 1" x 6" of of 11 8411, x " of Sides 12 2 t 13 Cabinets 14 Fireplace Mantel 1 Unit 7 • _ 0"x 4• _ x 7-" Colonial Fireplace M-switel 15 1 Unit x 12"x 7 Book Shelves 16 17 2 Base 1x Sto e Cabinets & e s 18 Bags p"x x 1C711x 8 n it . of It tt n 19 Baths' 20 1 Base 42fix 321tx 21" Lavatory Cabinet 21 1 Base g nx n a n 22 2 Base x ttx " " " 23 1 BABA 2 x 1x n a 24 1 Pc* t' x " a c Countera 25 1 PC. x " u of of 26 Pos. 1 x 11 n re it 27 28 Pea. 1 " x 11 Medicine Cabinets 29 2 Units of x Alumlm= & Glass Tub Encl.o our 30 1 Unit " x 72" of of of Shower 11 31 4 Unfits 8" Mchauat Fan Ducts & Roof Vents 32 Kitchen & Laun 33 2 Base "X "x 2JP sink and Storage Cu and 34 1 Base 7211x "x 24" Coo-ki= Top & Barbacue a Cupbqsld 35 1 Base 12nx "x 24t1 Oven and Storage Npboard 36 1 Base x 1!x _Drawer " 1t 37 1 Base "x "x 24" Laundnr Tray & Storage Cu board 38 1 Base Vwx "x 2 P, tt " 39 2 Base 27fix 361,x 24" of of 40 1 Base "x tix 241T n of 41 1 2 Base 309ox "x 241, rt of 42 2 Base 6011x36fix 21" it of 43 2 VpMr 12"x "x 12" ahelf If of 44 1 U er 24"x 30fix 12" shelf " 11 45 2 Upper 2 x "x 12" 3-shelf tr 1t 46 2 Upper "x 18"x 12,1 2_ shelf n It 47 l UMnr x l "x 12" 3-shelf of of 48 1 Upper 36IIx 30fix 12" shelf Glass Door Sto •Cu 49 2 Upper 11x 24"x 121, 2_ shelf If of 5o 1 Upppr "x 24t1x 12" 2_Bhelf it It 51 1 Pc. L-shaped 1 "x24" + -20P Plastic L to 52 Counter & Splash 53 1 Pc. 2t1 x 1 Plastic Laminate Counter & ash 54 2 PCB. " x 24o1 is of of n it 55 1 Pc. 42t, x " of of of it 56 1 Unit " RatInge Hood Exhaust Fan & Duct 57 1 PC 6"x 40/1 Plastic Laminate Counter, a sh & Sha ok Bar 58 FINISH HARDWARE 59 1 Front Door Lock Set 60 Front of i1 If Blind 61 3 Rear f1 of Sets 62 1 Set Safety Chain 63 1 Set Mail t Hardware 64 Sets Mortise Dead Bolts 65 1 set Flush Top & Bottom Bolts 66 2 Sets Autognatia Fire Door Closer 67 5Pairs 4" x 4" Butts 3 Interior Privacy Look Sets 69 5Intlerior Passage Latch of 70 1 Interior S-Udlng Door Flush Pull & Look Combine on 71 2 Sets Handrail Brackets 72 54 Lin.Ft. Bifold SlidIng Door Top Guide Track 73 20 PCs. of tt of to of Pins 74 20 Pairs t1 of " It and Bottom Pivots 75 20 Pairs 3t1 x 3" Butts 7s 20 Pea. Door Pulls 77 10 Pos. Metal Adjustable Closet Poles 7s 1 Pint Glue 79 1 Ream Sand Paper 8o 91 ROUCE HAPOAARE & MISCEUANIMUS STEM, COMM=R PARTS 82 10 Lbs. 8dMasonr y Nails 83 1 0 Lbs. 16d Corawn " ea 250 Lbs. 8d of 1t 85 25 Lbs. Roofim of 8s 35 Lbs. 84 of 87 0 Lbs, 6d it It 88 30 8d Alumb= Sinker Head Si Nails 89 50 Tbs. sh Nails 6d of of 91 2 Lbs. 4d of n 92 36 PCs, 10" Joist es 93 28 PCs, 10" to Hangers 9a 95 96 97 98 — 99 too SCHEDULE OF ABBREVIATIONS DESIGN LOADS ROOFS FLOORS BA .CONIES ACED [BECK DESIGN R YARD LUMBER STRUCT. LAM. VVD. BM. NOTE: GREAT CARE AND EFFORT HAVE GONE YNTO THE CREATION F THE O O E DESIGN ANENGINEERING D O OF THESE PLANS AND BLUEPRINTS. HOWEVER BECSVSE OF THE IMPOSSIBILITY OF PROVIDING ANY PERSONAL AND/OR "ON -THE -SITE" CONSULTATION. SUPERVISION. AND CONTROL OVER THE ACTUAL CONSTRUCTION. AND BECAUSE OF THE GREAT VARIANCE IN LOCAL BUILDING CODE REOUIIIEMENTS AND OTHER LOCAL BUILDING AND WEATHER CONDITIONS. HOME PLANNERS. INC . ASSUMES NO RESPONSIBILITY FOR ANY DAMAGES. IN• CLUDiNG STRUCTURAL FAILURES. DUE TO ANY I-EFICI£NCIES. OMISSIONS. OR ERRORS IN THE DESIGN OR BLUEPRINTS IT IS RECOMMENDED THAT YOU CONSULT A LOCAL ARCHITECT OR ENGINFER OF YOUR CHOICE, AND CHECK WITH YOUR LOCAL BUILDING OFFICIALS. PRIOR TO START OF ACTUAL CONSTRUCTION. - BM BEAM BIF'O LU DOOR BF U C O. CASED OPENING CER. I- CERAMIC TILE CL CLOSET COL COLUMN CONC CONCRETE C. S D. S. CUT STONE DOOR SILL DIA DIAMETER i1. OUB E N NC D D L u EXTE HIOR GRADE P Y D E%T GR PLV L WOO F U. FLOOR DRAIN GL GLASS HDR HEADER H. B. HOSE BIBB L. T. LAUNDRY TRAY I_AV LAVATORY LIN LINEN MA r M T. f1BLE THE ESHOLD M MEDICINE -A C CI E C BINET MLOG MOULDING N 1 C. NOT IN CONTRACT O C ON CENTER P L.. C. & S. PLASTIC'. LAMINATED COUNTER & SPLASH P. S. PULL SWITCH'- R RADIUS. RANGE,'RISER RFFG RE FRIGCI+A TOH REINF REINF ORCEU H. F. T. RESILIENT FLOUR TILE SLUG SLIDING S L W 4 STRUC TU AAL LAMINAlEO WOOD BEAM T & G TUNGiIE 6 GROOVE W C. WATER CLOSET W H. WATER HEATER W W R M WELDED WIRE REINFORCING MESH ,,D WOOD WOOD OR ASPHALT SHINGLES MISSION TILE BUILT-UP WOOD, CARPET OR R.F.T. CERAMIC TILE. SLATE OR STONE Fb = tr5OO PSI Fv = 120 PSI E = 1,760.000 PSI F17 = 2T2OO PSI Fv = 165 PSI E = 1,SOO,000 PSI DEAD LOAD PSF) 15 25 19 15 25 7 MINIMUM SOIL BEARING PRESSURE = 3,000 PSF NOTE: SHOULD SOIL AND OR WEATHER CONDITIONS IIE. HURRICANE, EARTHQUAKE. SNOW ETC I CAUSE LOADS OTHER THAN INDICATED IT IS RECOMMENDED THAT A LOCAL ARCHITECT OR STRUCTURAL ENGINEER BE CONSULTED. LIVE LOAD (PSF) 30 '� 30 30 40 40 60 TOTAL (PSF) 45 55 -� 49 55 65 67 _ LIST DESIGN NO. 2216