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BP-68Plot Plan Of Land In DARTMOUTH, MA. Prepared For JOSE & BENVINDA FERNANDES August 19, 1993 Scale: 1" = 60, Thompson Surveying & Engineering, Inc. 525 Mill Street Marion, MA. CS1 . I I ,- - I Ek. x7-roc. .�'ov...o.�>'io.✓ b II- Q m ;1- Q Q 4 0 M /ST/NCB GI/a �Gv Go C /G �a.Q1> I certify the existi ng foundation is located as shown and conforms to zoning by-law setin and setbacks. �T�Is�sa aLd Arthur C. Thompson, Registered Land Surveyor`" F YQ aBeing Lot f18-2, Plat #33 6- 33 ILE COP, t ri to o ed A. cd t Q O � o� ►.: ippe ao �e F3 N fa: C) N r—VECP STA 76�:17 0ETLA0rn X SCALE /1=30' I F�i'�PO��ED 7oP J-,vt11J DA'TI otJ r-67 �F 4 � .c © klAs L-- D 5�a STo E w X SE6-nP F F,) A t2i Fie � "' goT To �5cALE" NOTE: ALL PIPE 'BETWEEN LEACHING AREA 8 DWELLING TO` HAVE WATER TIGHT JOINTS. LEACHING AREA SHALL BE A MINIMUM OF 10' FROM PROPERTY LINES, 25' FROM FOUNDATION 100' FROM ALL WELLS AND 4' ABOVE WATER .TABLE. DASHED CONTOUR LINES DENOTE EXISTING GRADES. SOLID CONTOUR LINES 8 ELEVATIONS IN BLOCKS DENOTE PROPOSED GRADES. WATER SUPPLY: WELL. ®DENOTES APPROXIMATE LOCATION OF TEST PITS. BEING SHOWN AS LOT #18-2 ON DARTMOUTH ASSESSORS PLAT #33 AND ALSO AS LOT #2 ON A PLAN PREPARED FOR -DAVID A. STEELE DATED: APRIL 19. 1985. v 3 � w� ;�� r� gI •a w 4$'N( I tJ. ('� l of 5AO laF'y TES i UF3�7-r U LGULA 3 B D��f f7I�c1 E LL I IJ G u Q Ito AuLo►J's'/SEvi� y 1 c Atz E 0I9Pc—�--LL IOTA L L A 1000 6,AL•. flK cgJG. GErn fi7A K vEr-'l J I tTE� ti t1J4 MII�IiT I IJ G AR LOCUS PLAN 13oTroP1: (-,i£1.F7;� 0.83 G/�t�SF�) ='134 G/lL, SCALE.• se �E►clau. = �v � Fr. 2, o GQ �. t 3g 6AL_ ToTAth : 57 FT 377 GAL. TiJo ) p9EcAsT 64G. FLcI<ID1FFi!. t P I,JITN RJF,(4 FE-E-re dAs,1lEU GrcO,5 Act AFod0D o00-TOTAL VE Ls�fpIG Tc�r F1T?>�I 5 p% T Mr 2 $, LAA I r 5oJEYwIL D Fl 05eIL 706 MEI7.- 11�5 �A E G►oAT�aE W ' GAVEL G��VEpL =1= 7s.o L 4/ 7zT�L� 7s.5 ���—F]IJI �tD� _4"Sui EDUL.6 4-o k/A D '2 47 73.c L,.SIL7Y 72-5 1 o8y u�A-ra el= -T�-;5T : A I`t►L 4, 1985 F'�- R0r[r~ tJ LJ7;-=a (-r F: EO&. Coy Imo. gl,o v r' _a '' VJA544F Tj 7q• oL/AI c2 L.SVC L. ry '� klAs „�07 7`(I�1� L OFI L� el:- ; �T fi. F:L.A </DI FF=L c-togca To <, 7&)00o GAL. Pt�Fc aS ELEV '151 U i" 01 " :-. 5F , W L,,7TE A Ci>2F 8 5i:. I� ,ll.t►L WITHOUT ; "_ A II'`. DATE: MAY 21, 1993 SCALE: 1"=30' oTolJr� I ormtl,�1. CHANGED �! B.O.H. P.E. OF HEALTH APPROV SUBSURFACE SEWAGE DISPOSAL NOTE 'A': IN AREA BELOW FL0WD/FFUSORS APPRO ED jH Of AND STONE AND FOR DISTANCE OF /O' /N I BOARD 01 E A ETB r�' y CLIENT, ARTHUR w ALL DIRECTIONS CONTRACTOR TO REMOVE e.�. JOSE 8 BENVINDA FERNANDES LOAM AND SUBSOIL AND REPLACE WITH -��~3 -3 � � A THO 8 SON LOT #18-2, PLAT #33 CLEAN COARSE SAND FREE FROM CLAY AND �o Fes, �� WOODCOCK ROAD, DARTMOUTH, MA. FINES HAVING A PERC RATE IN /TS ORIGINAL ►t ,- T S/TE OF LESS THAN TWO MINUTES PER INCH .46' ! ©� ��S/pHA� EN BEFORE AND AFTER PLACEMENT (REPLACE TO ELEVATION 80.5t) B.O.H. NOTES: ENGINEERS AS -BUILT PLAN & CERT1171CATION STATEMENT REQUIRED THE APPROVAL BY THIS OFFICE DOES NOT GUARANTEE THE EFFECTIVENESS OF ANY INSTALLATION DARTMOUTH BOARD OF HEALTH R.L.S. :FIRM TITLE: THOMPSON SURVEYING 8 ENGINEERING, INC. 525 MILL STREET MARION, MA. CONTACT PERSON: DAVID M. DAVIGNON ADDRESS: SAME AS ABOVE TEL. NO.:.(508 cx E 1 . I E D JUN 21993 -1� ti ti^ra i xr N _^ PP � Y -�r • t i •��' `'Y� YV � I! - IN y ^ '�' ,`.•" •,�� ��y„•. ----"-_------ _ __- - --' ------- Mom. � f � �� "1 � Trvv ✓i, UlgUlgll ' .• • . . �j �� .. t �i � ; it ,. t i1I11111ii1 ,11 'tl11111 � 1- Iltl 11111111 111 tl Iilllt �� 11g11U � . /�T � "' me � • wl 1 Ill r 1 `` -sill ill 11 r � � C r � e �� � � � ,, rll �al�,�„� '�•►� -- �l��i�liliii;il:•!qq `��� Na I��ii �.+ e • . = ' '��1 m�l��lll ..,�,.r., -_— . - — - _ _ _ �s='f ��; n,• •�iliiii'I�1 +�..-• �`+ s in - o:'`. — - s'i�'�. ti•• •� l�Qlr - � ••s>iir.•t+• ? Ilillllligl�� 1111111 u till tine�iii' •' ���1 11 1 IIIUI 1111 NI11 Iltll 11111 1 .dli��h! II,1 III 1111 1 IIg11 1 Ilill i� '; i��iiiii �.... 11 11 m �;� I t n 1 °qi • . �� 1 1 11 � r. •.y •ilimmi >� -- -- � • —=-- - --- ---- �k —. ��. Vic--- ,�;,>��.�,e..�- . � IP �� I"., 'f'Z.�"." � w .A / �.�.�� ti. — .� '�•. ... �-,.r •{e*j f raJ �i `� • ..ram ... n► }w; ��• _ _4.: _ _ _ - i�� -�. �� �:J 'lam - :/ �+•S. a � � �'�.. - '" �• —'.-Yj-'+�r-� '•�� _ '- ems^ �'� 1w' /•ice: `:�nb/�"i�T � � �,, �- � � !��i� �-ii ��%i/"'/_j�� ��/��% /-� � � _ DAR TMOUTH ::IRE - DISj'i_(� 1t1#A 4F DARtdDNg�j �8llILDI/G DE�AgTl�BTKEPI @ I C 1 1 \'! O. This op plan, b e been r,-W . I and accepted �VST � G -��•1E 2 proposed to be perfor ' 3n cot lianeewith 780 record gyp% of Bork RAw�N�'G pUR1N The oar► eppl3cant/ta p C" 5tb edition. p gent and/or 0� w K• APPH OVE® - � -)- % 3 for insuring final cotlnJl3 tect/engtneer 3s responsible �N� BOF H\S OR notei ance with the above-jentioned code � j•s, Ihstand3ng any er.•r JC,h�• �,.•' *'*s { Chan In owner, li °� or O"aslons in the plan. illy�` ��'• "'���^ " �' contractor or engineer rust be reported to OIL fy G Dom;,. this office inediatel�,• of Q this office in a fillet!• Any change in pl he sublitted to 1�•+p canner. Signa date t i LL U. O W Z U) \ 00 � W OC � on- Ci 7_ as Z Q $ Q OC O U- 04 z cn O OZ U pp OW Cr (f) a. W W = CC I-- _T LC C _1 O Q>1: = F- a) O 3 c c � o E o c a o V � Q) 2 Q in x C a) O a� � U � V � c E .. Q 6— (D Xj � 3 s U O - C o dal °N'a t (n C:IT 24— c c r000 M a,q�U 0 m C 1=- C p m t I-'• C � T F-Q(7 vij!,u a)6i<t (U ro a a) c= _ V > 1] .� E v+ r C ll_ u) � v) T C C Q' U N 1) 0)" 4 fl.Z �Lor�iy° a�<' o"< � V) O- U J O TD � aiCD•v � c.S EL - WC ert 0EE�'a`�i` -p'= �j- < � C g.E L S � � r aTE i cro o o a) E -!= 7; w (V :6 o .! -CQ' -row .0 CCU-c > L ro �•cU&Ein ro� N c i C> ro ro a� H=3°'�°� F k �.y S_ 1 V1, FILE 2!q I 11-.11 F IL17, y�p F r% v FILE t ,• THE L.F. GARLIN( COMPANY, INC. MIDDLETOWN, Cl TOPEKA, KS j . —I PLAN N1 1 oulp"S I, An A-, Built S Ivey mustbe utb itt d to fi z �11ding Dept • nrior too ng for SHEET 1 .:.'.t: -n ttt-pf3 ctlon or a icy r�..•,_ ,,, .x a OF y. al _ n11 M �o-r-.I✓ � I tJST-A l_� CC) 4-r• 4-- I Dc4eE: C ?lm r•E Note: Chimneys shall extend at least 2 feet higher than any portion of the building within 10 feet, but shall not be less than 3 feet above the point where the chimney passes through the roof. �C J T�orJ V_ro al _ n11 M �o-r-.I✓ � I tJST-A l_� CC) 4-r• 4-- I Dc4eE: C ?lm r•E Note: Chimneys shall extend at least 2 feet higher than any portion of the building within 10 feet, but shall not be less than 3 feet above the point where the chimney passes through the roof. �C J T�orJ V_ro 0 W Z to 00 �:CL CC cc 0 n- w zQ � < CC O oU a Z� OZ U U -S: OEC CO 0p 0W Cr U) Q.. W W = CC F— � oCD Z C).0 F- 0) ,_ CN CMo °E Q o *- C o. o N ` v v� x C a) O v t 70,V U v C E .0 L - Q o �- m '= � 3 0_� r �a 2 rj5 5 Dft O N C N I — C.- M O O BCD u_o d t � .2 •C U (l ! Q v) 2:1 Z0, i 12:1 Fs ;c�cn0_c° I ca U � v E 3 a c� E 2, ! t i lc m Q, IF o ,; _`_ r a, Q cis -L ? 0, N coL U O . a? C M O 11j1 {;l 8 (n .0)� � Q •� _ 1rx n c aro _.. lXT,/R/tM�� A:'�., - {�.: , 1: 1 r" . i . `fit► Q J O Q) p �IGK• _— --__ - T�_t ..i j ;�;.:.� I' i . vi E ro .0 v o E LD E c -- --- - - _ — - E E O o E LAP tHYF-) E IA¢V,0. ILIA• I.0t)V6=-- -- --- ---✓ . Z; -r-rll-_ - % `` 3 8 c .0 o 0 - - • '.4y_�..+ .�--j_ ^S-' •J� Tt f� �4`� �.p>j (� `. L to 2 T Q O _ _ — -- r Notes: --- _ 1. Andersen Windows b — � y Andersen Corporation Bayport, Minnesota 55003 _ a Ba yP At5CD PArliCL, '• 1 2. Install 2" continuous screened vent or 8 x 16 --- -- ---�— ----- -� — -�= - --- :X11l screened vent in soffit. Maintain a minimum 1 l�, airspace between the ceiling insulation and -_�r'i . �. _�I — (� `{ roof sheathing. .- =�+ ► on own � _-GUS'rOM Mp••t�� 3. Windows in sleeping rooms must be approved .... for emergency escape. Verify with local codes. — bG�oR SIGEtrI hNTS • I MUST' BE KEPT 4. Install steel angle (inte's over masonry openings. - I - YOUR DRAWING DURING THE Size per local code. AT THE BU1Lp1N�� 1 WORK.Oft PROGRESSOF T1-i1..• �„��... G I�t;PARTMEIdT BUILDIN Tz-vin of THE L.F. GARLINGHOUSE COMPANY, INC. MIDDLETOWN, CT NOTICILdT MPEKA, KS An A- ism:'. Su vcy must' be zi:ding PLAN NO. Dept �, g'r �� • , t:) CMIIng for 10683 a foundation insr,-Z ion or SHEET 2 constftlCtion. OF � uI t mot! tAV atW e-q (4'` M x �> 3/fix (o 'TK t M Zx Z t�P t�•P (:5;;vE a IMPORTANT NOTE about ogross requirements for basements: Some I vilding codes require a second means of egress from a basem(ent. Before beginning construction, the owner must: 1) Determine If such a code has been adopted bcally, 2) Dot ormine what method of egress w771 satisfy sum code requkomernrs, and 3) I e an addendum to these plans Indicating what manner of ogrn"s 7inla to lnstad and whore to Instal h. l� II 4 >z4 Pc', 5 "4 12` -TOIr P rii LJ � LJ l-J LJ LJ 111 0 I II o ;� 'I I G 12� ��#�LI�- • t \\ \r.1IL�J �f�.� I � f j �Ip1.AC-1✓G 1 �I p P. � � 4 Got-1G _ SLR i tp to '0/to l,� ►,J 1= 4n GIZ I`I - 4'� �- WA-y Io MIL. �/G�02'L p�1�t2 -1:47- I . 41 _41- i �\ IL i = I 4 : 21O M D. I G IO Ir1-�i ��• ! VI tJt�lt��- I'.-2� G IZf 1 G 7 I I�T1JD� e! k'144Z 1 LV— - L-I . N x =.9 7. 1 I ,I 11-riL,I-fY e �I j� �`rJK �tJ� I L I i I i F�. 20 8 GO►J G �Lt �` _ _ � 1 I T -fcp - O I 4 C . 81 rlL fio I�1-11 la Wulf G f loT. YOUR DRAWING MUST BE KEPT HE BUILDING D:'RING THE PROGRESS OF THIS WCRK. BUILDING DEPAR`r MENT Town of Dartmouth TV, Cl- An l�s„ SL:Cy-m uat b, `LJ the rzilding Dept • to cal:%� Iff for folznCL"uun :22,pertio2i or my farther ce�st: ion. LL Cf) 0 W Z (I) 00 f— 0- CC CC O CI_ �- z Ij ZQ Q CC 0 o� IX a z� Oz U U3 j Q � 0 O.CCU` CL W W = Cc F- >.li E J r rnt C � Co s C N o C C)- .0 , u, a a' o V L U � y C E C L C) Q Q) - 3 O •- :E C 00 O d ai •2) a � ," 75 t U) C:m a) — �` ' c `� o 0 c`a:D v��U tL L p 0 F - C �tl 4W >1 f—Q� vi ' in cil Q � Fo a�as�a�c=� c> > E E-n Ca)CU -c� �a�Ua)o -0EEau��a o ro�Cc�c C) .� T c�Q� (n LV) I o- Cz c�N•2Zoo O J O a) N . �O�Z3 c.� a E-0E�a C t° E a a> E- a> c a� �C0)— >o C -� L = � CcLS D 2 'Ct�a U pQ E N to >E"o -23 L on > V) ` a) 3 L — V C 0 3 C O U s a � 1 oft n .O 9 THE L.F. GARLINGHOUSE COMPANY, INC. MIDDLETOWN, CT TOPEKA, KS PLAN NO. 0683 SHEET 3 OF 6 GENERAL NOTES: 1. All applicable construction shall conform to the latest editions of either the 'Uniform Building Code' or the TOCA Basic Building Code'. 2. Codes govern over drawings. 3. Dimensions govern over scale. 4. Verity all mechanical requirements before framing. STRUCTURAL NOTES: 1. 2500 PSI soil boaring is assumed. 2. All footings shall boar on undisturbed soil below local frost line (min. 24'). 3. Concrete shall be proportioned to develop compressive strength of 3000 PSI in 28 days. 4. All slabs on grade shall be reinforced with 6x6 x #10/10 or 81118 welde9 wire mesh. Slabs shall bear on 4• of crushed stone over undisturbed soil or well compacted fill. 5. Structural steel shall be ASTM A-36. 6. All structural wood shall bear the marls of t"e gradir; rules agency having jurisdiction (foCowing framing lumber guidelines). 7• Uniform Building Code, table (25-0) nailing acheduto or BOCA Lu+iding Code. Appendix E fastening sched A& shall be followed. 8. Wood trusses (when applcable) shall be certifiod by the manufacturer to have the capacity to support live and dead loads specil,ed by applicable codes. 9. Design Loads: Live Load Dead Load Living areas 40 PSF 10 PSF Sleeping areas 30 PSF 10 PSF Ceiling posts (limeed storage) 20 PSF 10 PSF Pool areas 30 PSF 15 PSF 10. A registered structural engineer shall certify that this desgn a^d spec'ca'ions are sound and suitable for local conditions. ELECf RICAL SYMBOLS 11"GL1 POLE SWITCH I'S-MIAT SWITCH $,,4-MAT SWITCH 66 CONCc.LEO'DOOR SWITCH >a DuRLCX COwANIENC1 OUTLET it0eRANGE OUTLET jk,eDRYtR OUTLET an OVEN OUTLET 6FLOOR OU►LCX CONV• OUTLET 50 WEATHERPROOF DUPLEX OUTLET ,INTERCOM OUTLET _41i1CLEVISION JACK ® STEREO OUTLET —d TtLEFHOwt OUTLET CEILING LIGHT ►IXTURC PULL CHAIN LIGHT rIXTUR[ INTERIOR WALL FIXTURL c:_�45' FLUOR. CONCEALED FMTURt COMS. LIGHT Sl EXHAUST FAN -FLUORESCENT WALL FIXTURE --Q EXTERIOR LIGHT FIXTURE Q RECESSto ADJ. CEIL. SFOTLIONT VACUUM INLETS •0 $YOKE DETECTOR NOTES 1. Dimensions shown are from outside of exterior frame walls to centers. of partitions. 2. Exterior house walls are 2x6 studs 0 16" o.c.- .Intericr partitions and exterior garage walls are'2x4 16"o.c. 3. Install 6 mil. vapor barrier 0 ext. walls, ceilings and under slabs. 4. Install remote control garage door opener O.H. door with switch @ house. 5. carpet all areas unless otherwise shown. 6. Door f inn house to garage shall be solid core, self -closing. 7. All openings to have 2-2xl2 headers unless specified otherwise. Rough opening height should be approx. 61- 10 3/4". ,M191 r ev= +j;Y S1 1OKE DETECTORS - CEILING OUTED ONLY, `? LL 0 O W z C/) OO �7_ 0- 0 ate. w a- >- F- >- z oa z¢ ¢C o oLL a z� ti Oz v C0 p< pp OW a: u M W W = CC F- �. LL: O J �t � � N — CO —C D t .O E Q O Q C a O N 2 N X C a) O CU U Q) p V a) cE CLa� r <t W '= n US3 - U O if C o 4) � 'N) 0- �� �� Nd v1 m - cC •�? f°00 0)OU W c ' N LC O i 0 0 C .J -v d Jr� ��•c ~ 'C z c O L , f-¢C7 (ri Z' 5 WMDOC= D >EE CUo C O V) O O-0 M O O CLrE'�caNE0 ��c_ O OIn a r Ell p Q C C " =Cz Q) a)O -C CC C Co O N C U Cz t� V) (n _J G N Coc�C' O ' v (n -0 U3 Co a Q-C6-C N o3;�s0 _ nCVN�Zo0 CL C O O O O—J O a) O p a) Q)m'p ` CC.V Ecc)a)c0 0cuEm aico N O $ 'Coy Q)Iz �. ( •� D L aQ ED E c= acCz ,E0 0CD 0 aQ7,�� O O N m ` O .` n C 0)•— Co t3 IV OZ In Q) Cv s r "E rn>cT)iv° Q1 cv a) a) 3 cn oL N c co -.Q� �E O p N O CO t U a) > = 00 •«_-.. > 2 Q 0 CO H23;1'caC°� ORIN -`OUR DRAWING I 47 THE G h�JST BE KEPT r"?OGRESS OFLDiNG 1DURING THE ! .�.,... TH1S 1 ORK. Ih G DEpMTiv hr 01 Da:fr^.�ufh THE L.F. GARLINGHOUSE ~ COMPANY, INC. An MIDDLETOWN, CT 'Ust be TOPEKA, KS 4.0 '3'ruilding $ foLnl _.,to , for PLAN NO. lnw $ny f+�rther n ` rjon or o� SHEET 4 GF 6 CARPENTER'S LUMBER Plan No. 10683 N OTIS : =� Framing Lumber Specifications Stress rated framing members shall be used G7k]Q which equal or exceed the following spec- �IJSTIZUGTIt7}.}�`. ifications. If lower grade lumber is used. excessive deflection may occur. W INI.D4W5 tpLI_A� I st FLOOR JOISTS �45 40 PSF Live Load - 10 PSF Dead Load L/3605 2 x 10 @ 16" o.c. Max. span 15'-8" E = 1.4 X 10(0 PSI Fb = 1150 PSI 2nd FLOOR JOISTS 30 PSF Live Load - 10 PSF Dead Load L/360 2 x 10 @ 16" o.c. Max. span 171-3" - - E=1.4x10(0 PSI Fb=1150PSI 0 COMMON ROOF RAFTERS N 0 40 PSF Live Load - 15 PSF Dead Load L/360 t PRE-ENGINEERED ROOF TRUSSES @ 24" o.c. E=1.8xIOC- PSI Fb=1850PS: Trusses. Engineering and Design: The marruf acturer shall be fully responsible far the engineering and design of all trusses f urni shed for this house. All assemblies shall be designed to conform to the spans and other -governing dimensions required by the drawings. Trusses shall Q be designed with a safety factor sufficient O to preclix3e movement under anticipated _ live and dead loads. C, J TI LIS Lr Pb4.TH II -{oil - - r- M A- "' r---- 41 ILI] 1 5 k 1V .72.1 UL,#-, 2a SMOKE VETECTORS - CEILINC; r"'OUVITEQ ONLY. U_ (n O W Z 0 00 o' sz z ¢ Cn Q(r o oL CC Z(D Oz U U� �c cc W � CL W W -r CC F— C J O Z F- I ' O N N v� L 0 C C (n �O E Q 0- 0 a «. N v � a cn x C O N U U� Cpv E .- .c 2 . Q (D.- V) 3 O o U N C 0 r_— 174 9- eINA - K Flo N W a �ro ��v> P >�I✓A� 001= ?R-U gy .- C � 00 LL: -E 3 c13aDo ¢, rn I x,.SGI A f- •� Oa z C Co ►-ace III ':5v's. arl1T'i1�.0 I vll = O �n X 12j1 i .I -U I log Le.Q Gilf71 tJ� a0 I cV IF�+ • Iq �?T . I tJ �. 1' � �r Coll �X PGA I ` (� RI�iID. ILJgtJ � � ,Z titles STIJ t7rs e I(d IO.C. I X 4 LL T rf`l 7ACJ {•1 II IG�g� TRE�.TE� t7�.G� 8,, _Z x 1 NcN z n4_ VOL,-Ts 4D tj rn i II WWI kl a-r ER. P>✓woF coo C.Lk MEMe�E =III- 4n rLgIM, t�Re.l►J lo►Io k1 Frn T Y r. 7 1 1 f' ja OF4 U'$4 D I ST-U READ Solon As Built .0-a 'veY must be L-11� OVSI LOCAL. tZ0S ubrnitte�! to thl- nuildWg �� ,- , -'�M tI calling r YOUR DRAWING MUST' f3tr KEPT .y AT THE BUILDING DURING THE i ., , . .. �•' ° ^Z*�( C1l` PROGRESS OF THIS WORK. .,e.g. ., ,. to PLAN N0. 10683 SHEET 5 OF s O rs =�.L✓ ��t�t_� �ltT l I tZ415 �� i--l-��,►��-- N '-M S +-f ,4 ► CZ T� J 1--- �lTF- 1:;-7t,b,N 5�--�C�t✓ �'�g = I I —p iI V �^ J in WI awAt►o�5 4L'L. 0 c% 4E'`Z, B p-rdtTj vb6 r4jreD jlt_L_ O4o z4A► j c S t2" ssNh`� u o'S4c2 w ��.IaTCD v_ r/�U= ►' i 3 r, F - G1, W , PJ• .11. 2. -1) 24'' z 1'' 1z" 224� LL cn O W Z co 00 CL Q— u Z tz >- zQ ¢c O o� QL cn O O Cj _z �� 00 O Lu cr w w fr curl "'bl ' G�.t 11711, C-OX. A- w o. 3u r ► xj 1 x �-i �#,z►,a 1�,M =Y6' f4wo 3Of iorr 'A i ray C J O •tic L •� i Z71 C E Q O a rO V � a x C � U � C O C UO act .. o (D 5 o � n 2 O v tU C N U j SOU (12 � � c m J C L ti O C Q i U i7 c O ll j E j O LO C ro 2 � � U 0 O � Q1 TN t�lIJL �a AMC �zo (D C O.E Emo� a� vEc� 1 O O Q� 1 � O � Mtn cuccc•i aE)� O N in Ew4 C-0 O a o� cn` c _ � �L•r 2 1�41x II�°II 4 LAr sipitjh ow i i II I I-!SU t- . FDA M S N i at F 61. 1ky5LjU , G • Iq wj p 4tl Mb.IQ TUg�rs- .,...u. gY THE L.P. GARLINGHOUSE �" (,O►.tC..-x�{3%Jrl,�(� ICiC �T'O► COMPANY, INC. MIDDLETOWN, CT TOPEKA, KS `loMIL. IVt_Y. V$. cEll-q PLAN NO. An As nuia s"'urvcy m>I s"t be 10683 subn'tt -:d '7:o t rBuilding YOUR DRAWING MUST BE KEPT �' : T-- �3 �..1�;.�, SHEET 6 AT THE BUILDING DURING THE PROGRESS OF THIS WORK. .;"-io:i i-v c ..._.—.••..•..•••�.•— any harther constrss><ctior, OF V PLM NO. '0683 MATEc2IPLS LIST This materials list is inter-ded only as a guide Provided to facilitate the pricing of a n--w home- You should amend this list as required by the building conditions of your particular site and location. The Carlinghouse Company accepts no responsibility for the specific quantities or quality of the materials listed. The builder of each house must review these drawings and materials list and judge for himself the suitability of this house for your specific site. The materials list should be modified to reflect finish material selections such as paint, stain, floor coverings, cabinets and counter tops, ductwork, wiring, piping, specific light fixtures, exterior patio,. etc. The price of your, new house should include labor and materials for all the items listed. But is not necessarily limited to the following list. VERIFY ALL MEA UFLEME 1I'S LISI'ID. Item Description Pieces ---------CONCRETE FORMS-------------------------- Footings 410 S/F Stakes 2 x 4 x 24" 260 Pieces Keyway 2rx 4 - 16' #2 18 Pieces Bracing 1 x 4 - 8' #2 130 Pieces -----------------REINFORCING AND ACCESSORIES --------------------- Anchor Bolts 1/2" x 18" 50 Pieces Reinforcing Steel For Footings - 1/2" x 20" Rebars 30 Pieces Tie Wire i 1 Roll Welded Wire Fabric 6 x 6 No. 10 1600 S/F Foundation Waterproofing 40 Gal. Foundation Insulation 2" Rigid 320 S/F Sill Sealer 214 L/F Footing Drains 4" PVC Pipe 160 L/F 90 Degree L'S 4" PVC 12 Pieces T'S 4" PVC 1 Piece Sump Tile, 18'' Diam. x 24" 1 Piece Gravel Backfill Over Footing Drains 14 C/Y Felt Over Gravel Backfill - 15" 2 Rolls 4" Compacted Gravel Fill Under Slab 30 C/Y 6 Mil Vapor Barrier Below Slabs 3000 S/F -------------- CAST -In -PLACE CONCRETE, 3000 P.S.I.-----------------, 12.0 C/Y Footings Shafts 0.5 C/Y Piers —Fireplace 1.0 C/Y Basement Slabs 13.0 C/Y Garage Slabs 6.5 C/Y Porch Slabs Stoop 1.0 C/Y Fireplace Hearth 6 Caps 0.5 C/Y ----------MASONRY---------------------------- Concrete Masonry Units 12" x 8" X 16" Line C.M.U. 1100 Units 12" x 8" x 16" Solid Top 110 Units I 8" x 8" x 16" Line C.M.U. 204 Units 8" x 8" x 16" Solid 22 Units 6" x 8" x 16" Solid 31 Units Wall Lock Reinforcing 750 L/F Mason Sand 8 C/Y Mortar 120 Bags Area Walls, 37" x 24" B.I. 1 Unit Cleanout Doors 8" x 8" 1 Piece Ash Dumps, 5" x 7" 1 Piece Fireplace Dampers 36" Diam. 1 Piece Fire Brick 160 Pieces Fire Clay 50 Lbs Steel Lintels For Fireplace 3-1/2" x )-1/2" x 5/16" x 44" 3 Pieces Flue Liners 2' x 12" r 12" 10 Pieces Common Brick 4750 Bricks Face Brick 3200 Bricks Masons Sand 8 C/Y Mortar 64 Bags ------------- ------------ STEfL--------------------------------- Bolts: 3/8" x 5" Lag dolts 12 Pieces Metal Flues For 8" Dia. With Roof Jack 26 L/F ---------------------FRAMING LUMBER ---------------------------- Treated Sill Plates Over Foundation Or Slabs 2 x 8 - 16' 10 Pieces 2 x 6 - 16' 2 Pieces 2 x 4 - 16' 4 Pieces -------- - ---- ------FRAMING LUMBER------------------------ Rim Joist, Box Headers 2 x 10 - 16' 20 Pieces First Floor Joist 2 x 10 - 12' 6 Pieces 2 x 10 - 14' 30 Pieces 2 x 10 - 16' 26 Pieces Bridging 1 x 3 272 L/F Second Floor Joist 2 x 10 - 14' 16 Pieces 2 x 10 - 16' 8 Pieces 2 x 10 - 18' 16 Pieces Bridging 1 x 3 240 L/F Job Built Beams For Floor Systems 2 x 10 - 18' 4 Pieces 4 x 6 - 10' Treated 4 Pieces Sub -Floor For Living Area 9/4" x 4' x 8' T&G CDX 56 Sheets Headers Over Doors 6 WindoWs 2 x 12 - 14' 18 Pieces 2 x 12 - 18' 10 Pieces Item Description _ Pieces Stair Stringers 2 x 12 - 16' 6 Pieces Construction Treads 2 x 12 - 14' 7 Pieces MICRO=LAM L.V.L. BEAMS 1-3/4"x11-7/8" @ 13' 4 Pieces 1-3/41'x14" @ 18' Pieces 1-3/411x16" @ 20' 4 Pieces Plate Material 2 x 4 - 16' 46 Pieces 2 x 6 - 16' 60 Pieces Precut 2 x 4 Studs 92-5/8" 260 Pieces Precut 2 x 6 Studs 92-5/8" 370 Pieces Field Cut Studs 2 x 4 - 10' 50 Pieces Gable Wall Studs 2 x 4 - 16' 20 Pieces Dead Wood 2 x 6 - 12' 24 Pieces Corner Bracing 1/8 x 2" x 12' Steel 18 Pieces Wall Sheathing 1/2" x 4' x 8' Styrofoam 84 Sheets Front Porch ' 2 x 6 - 10' 6 Sheets Construction Bracing 2 x 4 - 18' #2 22 Pieces Catwalk: 2 x 4 Runners 2 x 4-16' 4 Pieces 1/2" CDX Floors 2 x 4- 8' 2 Pieces ----------------------FRAMING LUMBER ------------------------ Roof Trusses 28'-0" x 35'-0" Hip Roof 8"/12": 28' Common J 6 Units 28'-0" x 35'-0" 28' .lack J 16 Units � 13'-0" x 39'-0" Half Hip 8"/12" 13' Scissors 21 Units 20'-0" x 6'-0" Cable Truss 8"/12" 20' Common 4 Units 8'-0" x 19'-0" Half Hip 8"/12" 8' Common 4 Units 8'-0" x 19'-0" Half Hip 8"/12" 8' Jacks 6 Units NOTE: Secure Truss Price From Manufacturer Truss Bracing 2 x 4 -16' #2 36 Pieces Rafters Front Porch 2 x 6 - 12' 7 Pieces False Cable Over Bedroom 2 x 6 - 12' 16 Pieces Ridge Board 2 x 12 - 12' 1 Piece Collar Beams 2 x 6- 16' 1 Piece I Purlins - 2 x 4 Nailer 2 x 4- 2' 2 Pieces 2 x 6 Upright 2 x 6- 12' 2 Pieces Rafter Bracing 2 x 4 - 16' #2 2 Pieces Roof Decking 1/2" x 4' x 8' CDX 80 Sheets Soffit Framing - 2 x 4 Lookouts 2 x 4 - 16' 32 Pieces 2 x 6 Fascia Backup 2 x 6- 16' 20 Pieces Drop Down Ceilings 2 x 4 - 12' 22 Pieces --------------------ROOF ACCESSORIES ------------------------- Ridge Vent Prefinished Aluminum 20 L/F Soffit Vents Prefinished Aluminum 230 L/F Roof To Wall Flashing, 18" Wide 96 S/F Chimney Flashing, 18" Wide 6 S/F Metal Valley Mat., 24" Wide 68 S/F .Metal Roofs And Saddles 15 S/F Roof Edge 310 L/F Dry Sheet 30 Lb. Felt 13 Rolls Wood Shingles 24 SQS Window and Door Flashing 12" Wide Copper Clad Fabric 50 S/F --------------EXTERIOR TRIM AND MILLWORK --------------------- Fly Rafters (Barge) 1 x 8 C Fir 80 L/F 1 x 4 C Fir 80 L/F Fascia (Gutter Board)l x 8 C Fir 240 L/F 1 x 4 C Fir 240 L/F 1 X 10 C Fir. 64 L/F Corner Stiles 2 x 6 C Fir 260 L/F Cove Mould 3/4" x 1-1/4" 300 L/F Soffit Material 3/8" x 4' x 8' A.C. 11 Sheets Porch Ceilings 3/8" x 4' x 8' A.C. 2 Sheets Garage Door Jambs 2 x 6 - 18' C Fir. 1 Piece 2 x 6- 14' C Fir. 1 Piece Beam Trim 1 x 12 C Fir 46 L/F 1 x 6 C Fir 28 L/F Gable Louvers 48" Diam. Half Round 1 Unit Attic Access 3/4" x 4' x 8' A.C. 1 Sheet Prehung Entry Doors With Built -In Thresholds and Weatherstripping Jamb Thickness: 7" Exterior Trim 2-1/4" Colonial Front Entry: 3'-0" With 2 Ea. 12" Side Lites 5'-0" x 6'-8" x 1-3/4" 4 Panel With 1/2 Circle Glass 1 Unit 2'-8" x 6'-8" x 1-3/4" S.C. 1 Unit finish Birch 2'-8" x 6'-8" x 1-3/4". S.C. "B" Label - Finish Birch 1 Unit Sidelites: - 1 Pair 2'-6" x 6'-8" x 1-3/4" Insulated Class For French Doors 1 Unit Overhead Doors: 16'-0" x 7'-0" 1 Unit Electrial Operator For O.H. Door 1 Unit WINDOWS BY ANDERSEN 2817 Wood Awning Basement Windows 2 Units CN13 Casement Window W/Grids 1 Unit 2-24r�6 Double -Hung Window W/Grids 1 Unit C35 i',asement Window 1 Unit CN235 Casement Window 1 Unit CR15 Casement Windows 2 Units C25 Casement Window 1 Unit 3446 Double -Hung Window W/Grids 1 Unit 2-2032 Double -Hung Windows W/Grids 1 Unit CW24 Casement Windows 4 Units A . Item Description, Pieces ---------------------:. --- EXTERIOR FINISHES ------------- Siding 1 x 6 Beveled Siding 4" Exposur 1,090 S.F. 1/2" x 5-1/2" Bevel d 5070 L/F Ext. Grade ?I,;wc c,d Panels - 3/4" x 4' x '8' k.C. 1 Sheet Treated Wood Decks 4 x 6 - 8' Treated 1 Piece 2 x 8 - 20' Treated #2 2 Pieces 2 x 8 - 18' Treated #2 2 Pieces 2 x 10 10' Treated #2 22 Pieces 2 x 10 20' Treated #2 2 Pieces Deck 2 x 6 16' Treated #1 56 Pieces Railings, Balusters 2 x 4 16' Treated #1 20 Pieces -------------------------INSULATION--------- -------------- - Ceiling Insulat'on R38" 12" Insulation 1725 S/F Exterior Wall Insulation R19 6" x 15" Batts 2180 S/F, Floor Insulation R19 6" x 15" Batts 280 S/F -------- ---------------- ---DRYWALL---------- -------------- ' 1/2" Sheet Rock 1/2" x 4' x 8' 230 Sheets 5/8" Thpe X Sheetrock 5/8" x 4' x 8' Type X 27 Sheets 1/2" Moisture RF.sistant Drywall 1/2" x 4' :• 8' '3 ;'lipets Perforated Joint Tape 37 w L/F Drywall Joint Compound 448 Lbs. Metal Drywall Cornerbeads 112 L/F -------------------INTERIOR DOORS ------------------------- All Doors To Be Prehung In Split Jambs With Casing Applied Jamb Thickness: 4-5/8 Casing 2-1/4 Colonial Door Design 1-3/8 Flush Birch Single Doors 2'-0" x 6'-8" x 1-3/4" 2 Units 2'-4" x 6'-8" x 1-7/8" 1 Unit 2'-6" x 6'-8" x 1-3/8" 4 Units 2'-8" x 6'-8" x 1-3/8" 1 Unit Bifold Doors 3'-0" x 6'-8" x 1-1/8" 2 Units 5'-0" x 6'-8" x 1=1/8" 2 Units 6'-0" x 6'-8" x 1-1/8" 1 Unit Cased Openings 2'-8" x 6'-8" C.O. 1 Unit 3'-0" x, 6'-8" C.O. 1 Unit Porch Doors 2'-4" x 6'-8" x 1-3/8" 1 Unit -----------------------STAIRWAYS------------ ----------------- All Oak Parts, Including Risers Treads, Handrails, Newel Posts, Balusters and Skirt Boards L. Shaped Stairs 3'-6" Wide Rise 14 Risers Main Stairs 1 Unit L-Shaped Stairs 3'-6" Wide 8-7-112" Rise,4 Risers (Basement Stairs All Fir Parts 1 Unit Interior Balcony RailingG, Including Handrail and Babisters, 36" High 9 L/F I --------------- ----- FIRF.PLACE MANTLES ------------------------- Timber `cantles 6" x 8" x 5 L/F Brackets 6" x 6" X' 6" 2 Pieces - --------- INTERIOR TRIM-------- - ------ False Beams 1 x 12 C Fir 12 L/F 1 x 6 C Fir 6 L/F Baseboards 11/16 x 3-1/4" Colonial Base 640 L/F Shoe Mould 1/2" x 9/16" 96 L/F Exterior Door and Window Casing 11/16" x 2 " 340 L/F Window Stool 11/16" x 5 " 64 L/F Mull Casing 1/4" x 1-3 4" 72 L/F Shelf Battens 1 x 6 32 L/F 1 x 2 180 L/F i Closet Shelves 1 x 12 64 L/F Closet Shelves 3/4" x 4' x 8' A.B. Plywood 4 Sheets Closet Rod Sockets 5 Pair Closet Rod 1-1/4" G.I. Pipe 42 L/F ----------------FLOORING AND CERAMIC TILE --- ------------ Dense Flooring Underlayment 5/8" x 4' x.8' 8 Sheets Closet Tile Floor 110 S/F Marble Thresholds 3/4" x 2" 8 L/F Ceramic Tile Wainscoat, Tub Area 6 Shower 130 S/F Tub Platform Master Bath 34 S/F Resilient Floor Tile 110 S/F Carpet and Pad 142 S/Y ---------------------BATH ACCESSORIES ------ -------------- Mirrors 40 S/F Paper Holders 2 Pieces Soap and Grab 2 Pieces Towel Bars 24" Long _ 5 Pieces 60" x 60" Tub Enclosures 1 Unit 36" x 84" Shower Enclosures With Door 1 Unit i Bath exhaust Fans and Duct 3 Units Attic Fan 30" x 30" 1 unit ------------------------CABINETS---------- -------------- j 24" Deep x 14-!,'2" High Base Cabinets 24" Base 2 Units 15" Base i Unit 36" Sink Base 1 Unit 36" x 36" Rotating C.B 1 Unit 9" Base Tray 1 Unit Item Description Pieces 12" Deep Wall Cabinets 3630 1 Unit 2430 1 Unit 2130 1 Unit 3630 1 Unit 3618 1 Unit 930 1 Unit 3615 1 Unit 26" Wide Postformed Plastic Lam. Countertops 15 L/F Selfedge Custom Countertops - Snack Bar 20 S/F f 36" Vanity Sink Cabinets 3.Units 18" Vanity Base Cabinet 1 Unit 22" Wide Plastic Lam. Vanity Cab. Tops 11 L/F ----------- =----- FINISH HARDWARE------------------------- Decorative Lock Sets 1 Set Key Locks 2 Sets Dead Bolts 3 Sets Head and Foot Bolts 1 Set Privacy.Locks 4 Sets Passage Locks 4 Sets Dummy Knobs 1 Set Safety Chains 3 Sets 'fail Slots 1 Set Door Closers 1 Set ' Sliding Door Privacy Set 1 Set Glue 1 Grts Sand Paper 20 Sheets ---------------------ROUGH HARDWARE--------------------- 10d Masonry Nails 5 Lbs. 16d Common Nails 75 Lbs. 8d Common Nails 25 Lbs. 6d Common Nails 50 Lbs 8d Aluminum Sinker Head Siding Nails 25 Lbs. 12d Galvanized Casing Nails 20 Lbs. 8d Galvanized Casing Nails 20 Lbs. 8d Finish Nails 20 Lbs. 6d Finish Nails 15 Lbs. 4d Finish Nails 5 Lbs. 7/8" Galvanized Roofing Nails 30 Lbs. 1-3/4" Coping and Sheathing Nails 25 Lbs. 4d Galvanized Box Wood Shingle Nails 75 Lbs. 1-5/8" Drywall Nails 30 Lbs. While every attempt has been made in the preparation of this material f list to avoid mistakes, the Carlinghouse Co. cannot guarantee Against human errors. The contractor must check all quantities and sues, etc. and be responsible for same. Due to the different practi,('s of contractors, variation in climatic conditions, different covering capacities of paints, wide range of hardware requireurnts and Various local building codes and practices, no attonpt has been nude t,) figure items such as paint, screws, harcLiare, or electrical, p'.uTbing And heating materials. CARPENTER'S LUMBER Plan No. 10683 Framing Lumber Specifications Stress rated framing members shall be used which equal or exceed the following spec- ifications. If lower grade lumber is used. excessive deflection may occur. Ist FLOOR JOISTS 40 PSF Live Load - 10 PSF Dead Load L/360 2 x 10 @ 16" o.c. Max. span 15'-8" E = 1.4 X 106, PSI Fb = 1150 PSI 2nd FLOOR JOISTS 30 PSF Live Load - 10 PSF Dead Load L/360 2 x 10 @ 16" o.c. Max. span 17'-3" 0 Z (Wn 00 �-- CL CC 0 EL Cl �- Z co Z< _ Q Cr Cc 0 � 0- Z 0 F�- O_ Z U D Cr 00 0 W - a: (,) CL W W _ CC F-- , o 1 I 0)-C F- W _ 3 c ao L m o� a o_ (n .. o a) 0 o cv t a, C p 1 C1 c E .- .0 Q @ O o =3 o m� o0'ii — `.� usq,0 m � , C7 ) Z3 3: u: - J CZ y t 0 N ►- c .� a� a �- n� HQC� > E E - n Qom o 0 - EZo_v>� '0 C . _ - �moi��z� iJ L C . - LL (TJ W0 0 _i c M cCS - C C Q, (n C C 70 O- C C (0 O 5 U M0- (1) n 0) 0- w 0O CL C cv O E Q J O 0)p �, N O .N � E ca) 0 ot.Ei�' nN� tti = m i a�Ez' E c a > E 3 a a E���23m mica). o.` m.o C ��� >.rot c a� ro-0 s u EVT Co c C ro M > _ 3cCt�o Nc: m O 'O 0) v Q. 0 C .� a, 3�'a �2 a�0-t-> Ec tm-0Qo F-= 3 TV c v E=1.4x1061 PSI Fb=1150PSI I - COMMON ROOF RAFTERS 40 PSF Live Load - 15 PSF Dead Load L/360 PRE-ENGINEERED ROOF TRUSSES @ 24" o.c. E=1.8x10C- PSI Fb=1850PSI Dep 4 y to �a�M. • . �� tr11datioll . �. forfurther , tist��,�h � THE L.F. GARLIMHOUSE COWANY, INC. Y"UR DR lI'v1A{(, MSS WDOLETOM, CT P„ p rH, BUit V I TOPEKA, KS GRBSS OF OUR? G TyE NG THIS WORK i 13Mr`"�• PLAN NO. INC po•�,"N�► upARTA rN r Aft rtn3outh'Q MUST