Loading...
11A-073 (2) • _ E /� ' p ��104m ct • • I� S, �� " ,111% � sec_- TA•sLE, s.+r:ET 5, X 2 /�/ r -�( ', /! F01Z LETTERED �1M CN SIONS / � SKYLIGHT-, � }}• PLATE / Q X/� /' i.�i 2 II-6 I e\ PLATE I \\� I / (2.2114) I ti �Cz 2r41 �� -.I 2 v�, —RooF SuATN- + / O� � + IQ 1 .•P.W 4 i 004 O � ' Ft � � I --3.2%.• (51st` NoT 2$) 7 EZIC+4E / 11� �'� i O f0 `wINCOW 1 I-� >7EYAIL i EX:m4 1-i I t J _ j ?AA. sYL.1Ds I"•I-O- C / SEE-.A6LE / . '/ - .' Z" Foq I / COVER JOISTS) 4 SA SN- T ._. Z.C.TIES AT i r, 512E -.:E+-I" 2"6 T165 AT OLL 3 9" / ,. 2>SJoISTS -- 1. i . 'es ALL RAF=TERS I - ---I- 01 y1 9 RAFTERS (l..AP X 1 16.0"LONG t 5 �' - �. r JOISTS 11 - SCc (LAP JO15'7'S t.5") (� _. 2.4 STUBS (sEE MOTE Ej I•N --•1' N- SEE14O ES.3 12_ Z /'' II (ovER JOISTS) I II N in� NOTE 5) ( T �, ✓ a II II • HRlv6'4 iI ry2 P"✓• / .. --• SHIM(ov E,ZJOlyTS) �� y1q S6 OEYAI L _ I ' III•�� ;N S N EET 5 SEE NOYm 3- o Ir¢AR1 I I MI =_N II i 1� II II +' 3',a(.s2al ) �// /. CR' - I .I 2-2.G �_ GIRDER 2.2.12 WITH // // 2,Wf -'Y _ /% /2 OeR 2-2x4 _ 11 C �Wh I t 1 1°j.O%q,(SEEN.TC64G7) II I' /-71 %i P,ni. SPACE R) I / / .y'/,Z I/ m 0 I 1 I it O15AP4 STAti4 �` / �':�/�/ pF\ I 2•S"6-6, II I II (5EC NOTE Lo) • I . " I JOIST LENGTH-IQ,-O <27 �' �� -j i! --.110111 I �D OOR II H �� ���1 WINDOW t�II I I SCE NOTE r7) �r ��- I: ac 46-24 LIGHT 4„ ` /2_ 4-II/d - I __._. �6-II I __- � M .-SASH tj-1 O••II I SEE MUTES Co .7 A IN 2- i 1 i I a I i� ,g�) f"� 3I' x 31° ,4L t I AL-Oe II I 1 , I T t 1 -I �_%Z DIA. ANCHOQ E3oLTS !I 4olA. Po sr '� ,� ��N T 1 !n 1' •• (SE T M10 SPAN) I , I _ ON 1,1 UM IQ AL LY �, CT Rs. � ,I / 4. ¢7 , of G,IROGR 1' SE=NaTES� I6 II 16' �� 16' 16 E NOTE4 �,, 1 d) _ 16 l6 l6 . I 1 --•'-I"- ,I -, z x 4- S T U V S,I to C,•C• III 1 _ �I II sILIL I� II II PRO n1 (yours G ADE I t ti III r �� WIT„SLAP) >z f t T' -. -,, sL..s . . . - �i i _ •- � 'I• TO(� OF'•FOUNDATION i/EA.r{TN(TAM►) ow. _ 1 :'. 3-'L- ,• .���' I. _ 3TON�C BA.L LAs7' LV 1' B--I-+{ 1` - I''t.01` F O'T N WALL a., _-._ 20-0 - . • -I'_ 1 BA FROST 4„ I ' --- - >' I< `k 2,- RRIE>Z I I 8"-a' 4" F-f-4'. FROST LINE • ,� 3-I 2 t I 24"x24 CENTERED L`NDER 4 POST TL AI•I I .I < _ - >.I'.` SIDE �16� N� ' 1 > ' n 1-.-CUPOLA-.-I I.• .^.+ +\\\\\' ELEVATION I ItII 1 I \ SCALE:/4'_1' I, x ,I II - 24•24 (SEE P-RONT 1 I; RIDGE 'I• ,I LI ELEVATION) 3j4 RuRRIN4 °� I 1 II 1 11 STRIPS I I It I 2y6 RAFTERS- II 11 II II 0 a 1 �i; }II � I --20-0 — t--- . ---- --- I t 'n 1�i I. 1 • V V xx' - I I II P12ONT PLATE:2-Z•4 (I.s&R it I ,-RAP-TER TIES MAY %. L APPE12 TO EtTH R SIDE -k — p.,._,,..-,-E w+OT SHOW N) 1 r Z % N I { iI OF JO STS Ati^ RAFT- N - d' :_ I I ERS (SEE NOTE 9) L-- in x 1 —I I )r �, -- (U I ROUGH 01°ENINq FOR 11 ��. 10 1� IG 5 J zx4 _ n 10 -� I4 I I 2 X c' IR A K--T- s _ OtSAPPEAQINC� STAIRS a ,i / -�. (SEE NOYE t0 I so�cl Pw. 2 ' ( 6tz1VG11,1 G I -2.6 TIES 2x8 JOIST AT SIDE]ELSE- 2° __ _�I ---I - =P- ! E T EIZ,S, uNI DER RACT- t ��) t ��i I— \ II1—I III—II�II ' I Il._ E R_S . L'I'l I L 5.1_10 I%Z .LOCK4 OVER GIRnERS - \ JOIST t261-R-' T Zr8 / { % 1....W. 6ETWEEN ENDS OF 2 JOI$Y E I \I ,c/ 1 YI __�\\ 12AFYER ANr7 TIE (AT is �� I J it I I�-I' Z-2.12 c,. .omR �� 1 '� Age tnl -R,AFIrE>ZS .11I �1IIITIII \\ SIDE- ONLY-SEC. SHE ET�j) •� -�\_ 1 I �( �(wtTH Y2 P.W. SPACER) d / 48,. I -��_-- -AII__ V -._ 1 III, --7 I{ - "I , = FRONT ELEVATION N 124.-i r%i r.w.sKeAT-flucnyi//�'.Ii I REAlz a {,2.4 II 1.1, / (SINC,LE PAw1EL9) ``_._ I I I1 2-2x4 REAR 3TRUC- 5GALE= I/4-= 1' • :� �, wI VTHS As S.+owLl, +j STUBS TUBE 1 t `SILL1I C-UTT0LLNES1a.1Ol- _ , II 16 O.C• I•a•1 G ATEO' SE S--NOTE I- . 1 - ..r p T.N. j AND SNILET.7- Y! 22.4 i ryH 2r4 Es LOCKIN4 I `I • :I / „ ;I (STUD APR c.1- AT ALL J 'I lO-O -- -- It7'O -} ,�.-j Ir I FOUR CoRNE>Zs) DETAIL A" i 1! .. 4" DIA,sraELposr UN- 10 2-2,.4- II I ' I-- \--2'4:s 1` Il CC12 ¢w.•R 6ttZ O Q'14. 1� i 1p• ,. III I (SEENOTC 7) I. (SrsE NOTE 4) • I IJQTES WILL 3E SCALE:1:1' t 1 {Taw oc- FOUNDATION `-TOP OF 2+6 SILL I 11 FOUND ON SHEET S 4� Iii 1 BADE m APICO44 . ._N "'„•7 ''. ELI TOWNSEND&SON,INC. Foci' .'. APii0N FOT.1 W1r-L - 1, P.O.BOX 351 (AT RgONT OF k9 gT'8 UNDER, 11.4:1-- - l�12"e APaoN ONLY) Z' j.I,I. RcAR 41QcIER CLINTON,CT 06413 •FbTN 10' '� --- 51t7E "��I - 'I,' 8 a✓12° DESIGN STRUCTURAL WALL a �'1.L .. i[EAi-, WALL �I 24 24 S RUCTU SAL 4---+— +-- ,.-.� 1 FO�T.q. 6--I T �9 .N T `oi �,I.r' 4 '. ^ 'N• - ._..___- D ETA I L m _ -o i ,I1.a I SHEET OF .. I--- -EIOE WALL F'T'C (Iro') SCALE : 74 4I-( 4• APRON FCTN ,'A•LL. ZEE NOTE 4- --I TYPIGA: GMT.3KYLl GMT F[Z>M. PLATE PLATE PLATE 2.X4 SWEET Z dj �P -RAFTEfiS REAR WALL PLATE _ ►� HEAQ_ 2�b —I--=1 ? — = -r ® 1/ II I IZ P.W.ShITN6 / /2 P.W-\ I I IQ _ I / Aa l"io C60A1; N 1 ',� %=4YPSUM , 'm •N U- iii%Z•G.YPSU.A �I _'y4 PINE �1�,,4I I k Ir41 NrR , , /- 11� r T121A./ , TR.1 vI II4 �. ,� 1. off it 5/4 a E,Ex- OVA\\\\\\\1, `�\�.�\\/ — 4 REAR 0 Q W Q W I Os, i uuly ' GIgoER D w �' '�Tr: '`N Il T R.RM iiIiI �N huh� t 1/4. I 11 0 W W W 0 -1 0 Il 0 I II - 2 r I I IIn o w ,"f0 — - - I x4 '�� ���y 1 4 I 0 h u.oR F I _Q 4 MI I` -- ' W 4 I� } ,IwJAMB '; 7 " I 4 %I��!1 a �' F I; Y 121 4 III I II I -_° 0 M 5/4'ZI/+ 7e.�H�yr& `1.2 , .. ���� r/.E ' in 1 /gRloG4 m oi, I III 1_ i�ta 41 / - /Z uWx f oAK � STOP tl II Q } rtiv4� I (J JI,f '6 2NRESH OLO ■■�1 W I MI ri H I I ( i,�i K II' i' � 1u�ll J F 1 1 I,, n �I I ' I 10 A t1 -- -I— JO I STS IeRa..r �J I --RAFTERS . WnLL II II II I •MZ� Q S .-SLOGK6! ATE KHEE WALL PLATE p ill N I srOOL11 1 1'/ n�� ! .I f �N 11111 mow/ 'I LGIRrsGq END I! N el SHIM_ ..__ SILL 4 se6� '_TNN I>a/ p w I�I T ,n.; L Ill I �. W 'Jl �. 1I 1 RR i P d - ��, ���I ! %N..=I / TIES IZAfTERS- PLAN VIE \ - 6'o Pte-WLD4 I / \ n ° ^ < - a PAPER. 1!/ .CO RAFTERS CUT AV•/AY To EX- --- I RAFTERS 3NOWN SLAM' F0-TN. - PoSE. JOISTS IN FULL pn _..,0RAOE D_ OOUSLE ,� 2i4• PICTURE _ 1! -- !_ __ H UN4 WINDOW -�_-_.� -WINDOW 1 • II 6 I I I I l �� 1 1 SCALE:I°•I•o i I 1 I 5E£ 2-- SHT4 e' I I � - , / t n o0 its AR� 1-_ I_.�I ---__—Ir__ _ _— _ _-- SfiE 6'314 I ITADLS - PLATC _[ 11 — =�_� I I SKYLIGHT - I, i NOTC l2 ow \ \"�0 II II ---- 3 H E 4T 2 I _ � ---i®.r I ,a.,-_..._�w-�-- 1�irii i�u - MANI.�' Milli d Ii nr ' I a 11 T , .t, 11 11 II I - I �Ql 11 _.� 2-2412 I �,:'T_- - / S)aC DETAIL 'r-__ _.-_ _ .-. --� D.H. "� PI CTUi[6 aM SHEETg I II PIGTUI<C SASH / / SAsH /� I J SASH - I/' •� 24+42" IDOOR 60.444• ,I DOOR I ,I 48-•46" 1 Sc nrrAl L. ZG'_ '1 32.78 liv 24 LT - ` I 32 r-JS j 7, �I zo LTS. _- I 1. ON iME.ET_, '9. i�/ 102—.- .d I' II CO II,�-30 if- I III I: I I 34' T'I II ■I ' 34 S --171-1=�,1 l'1 1 1 �I r---- 1_ ! ■ i i-II�� I _._-- -r�I SIDE of L I I� .y 1' I 1 l I, I II Ii 5-8._._ -I II,11 �I I�'—�I lI \-5TL1C L 1. -4'S"� I x`3'2' OFIW -....LL... ,. 9-7 I 9.2 14 -J I L. - 9-4 --- I _1 t o-S3% I I- 21-4 - - ----T-1 1 F I -1 ---24 O- -- T L_i _ --L___T J I _ 11 T ~ APIC.DN F'PT'N `, .L'I'r uN •cii 26A2 SCA,Lk'. Vasl•O" --- ---\ UNpEF2 2CAF2 GIIzOER PoSTS -- 41ROER. Po STf 2.4 L— —rr 1 I-----L=—I r__I I—_.-'� 7 : I 7 3 3 I 7 I 1 r< V I I I I I I I I 7 C 56G EKYLI4NT NoTE I2 ---------,7„ I�I o- S H<QT 2 T -' - / SEG Q I II 3" SHT4 •7 4 'd .� RWAR I I 1 Y TABLE ro I PLATC -- -�� �I �_ --=-f- uoTCH �'i'w �i �c I 7���7� _ 99 .1 9�19��1� � STU 05, r - AT TIE .' '' ___ - �� 4s — , i ,i I •l` _— I SASH I 15A3H I II 1 2 40 D_H v.H. ,.oa swcETS i 11/- ---._._..._.. R // ..._.__- -- \' n n i■I� /J //// 2-2 4 I 1 SEC D6T• °Ir/% �,_ I%/ r ��.- _ 11 0002 32".44- ,32.46' 1 I I II, SteoiT. '0 32.78 34y COI„__,_4____ I ' I, I nN SMtiTg I, •� ` -�- I I vISAPP'!. 34 _'. I; 1-` ( 51-A.1K UNIT II ' I I I1 III I li - L4 k� _Li ''--- I fi —_- -�ti FIB-- I C Ilr 10 O --'11 5.113• -.:--4-I I I I o'• , 1 9' r. - I --- 4 ,.`»-- Io' 5 a I-II 29'r• i_. I 1 - T='-T IT' 17T - r, - ,1-'L-,-- ----J ELI TOWNSEND&SON,INC. , L _ `_L4 P.O.BOX 351 UnIOEIS 2QAR 5GALE: 1/B"c l=o' CLINTON,CT 06413 Cow-175%r,Po STS DESIGN NOTF, • SEE SHEET 4 FO(2 STiZUCTURASL SIZES, 37LRTINENT ST RUGTU RA6 NO. • D -TAILS, D% AENSIONS, AND NOTE 1�(aFEt@EHCKS• DETA(LS 119 SCALE : , I'll' I SHEET ,p OF 7 TABLE OF DIMENSIONS 51-1OWN ON SWEET 4 8L P vEPS-11 FT A B C. D E F G H J K SASH LTS. _ . .. 4' OI' 7'.37/8. c:;-2`%G t2= 13/4" 5'-2VI" t%O'N," 8.-8%2 %- 20 0 (4,0789') (7.32X0) 0.2240)_ (12.1474') ('`i•2404) (I.oro77') (8.71o3') 3z 2' 2 310 ZO 3 ry b/6 €5'-19/(n 7-I 0"/1c." 11-3 3/16 5'-9 /" 2.-o',14 9-334$•2 I 4 2-6 3-16 2-4 x3 Co- bib (8.1307') (T.89°6') (11.4328') (9'g1b8) (2.0677') 6-1 1 1/4" 9.61 14 10%8 v fo'-4 1.4 g 3.O',6 9'•i o?. �o 2-2.8 " (8.9389) (9.5573') (10.7189') (6.3833') 43.0677') (9.8532') ,. 2'-8 4'-2" 2.6••3-10 64 9'-9- ' u'-2"Ll . to'•o%6 6'-117/," 4'-O'%." to"•5Xi; a4•O (9.7470') (11.2239') (10.004x) ((...9947') (4•o‘77') (10.4-2444) 2.8 4.2 2-C "3-1O REAR 4112oE2 1 ' f I --Z.rB Do UBLER SEE NOTE 4, sw EET Z � I Z"8..1o.15-r PL ANI VIEN.! OE RAFT DRS, i ELM,WALL PL ATIC LADDER CiETM�EE'N lI I _-1 C� -/I I f I-{__' TICS -.-2.8 ,n• J o 1 5 T 5 ) �(z.c) S I _. --iI l N D� 1 / l�_ I %4'=l-ci -T ` I I-1" , I v -p 1 , : e J oI ST vO,,,,ER (2-8) h BLOGI<4��- ill - V z 1-. �y'� e�. 3I� JJJ 1 III I .1.,1d W ,----- - i 1 Q ti,. I a0 J 1 )- I PLAN VIEW OF I I J(2.81 , -i , 0� II II , I 0l'i m 1 LAD(7ER Al SIDE II ) 1 } ��Es II r 'TAWS / `' it y2•„4• (a.c) t=�1=1.11•=••= -=- - L--1 �= 7-4 W 71 � 1.� i Ii nul li II II II 11 U i 1I 1 I ��� 1 u J� - D I MI 2 L P.w. sMrAr4 /2" W 6 9' d p 00 0 o W J i p.W. R 7.9423") 4 /2 4 1 P.W. D lt' f Ky \\m U f �� TICS - --_■ �I W� WD I o� i `J -lf J z ifi spit tls II < I I m 1 ys Q d Z t 8 17/9,4- I Z"_ II 7 x E NEAflEE, \-SEE i,-. �II D I I F I Id f'. 'I A' J SNLAR4' !1 E N U A 0 J x I+ 7 2x8 (CUT 7'yy4' sD v1EW �4� J+ d Q a I 7 -/ � -1 Ir bowN 1'/2-) r _. -i 0 III I A �i - `0 I .► 2.Ip I -RIAR G1C�OG sr. �.r 1 7 ',4--.._i I_.'-.._. _ - q I �l S ... �I /4'RB c�SS I/ ;I I I Q n+ ,4... -UPPER ENP BUTTS 'r, z"IOr 1 11 a 1 I 1 I 3b . 1 1 O.. / 60TTOM OP JOIST -9 h 21,1 I JOISTS I �1 27 •.I 2! 0� q FLUPPER Ens 1> i1 " ` I 'ted 1 �, I • T0TA I_ RISE*• 8-7/4, 1 II �d I 2",4 LAPS J01 ST fl STUB .. = 103.29'• 1 r-- �-- --- -II STRlN4 @It 3•' UNIT QI SE.103.25-.13 Y I. - I ,I _ - 1� l N 4 = T942S"=7 / -T-TIES-- - {I 1 rl ELEVATION, '16 /„ ,(f OL L Ill W L L L ? LI i Y� L L. TOTAL Kw N T-0- S 4: / !) L0.DOE R AT SIDE Alir �_, UNIT RuN = 64'=12.7 RAFTERS- PLAN VIEW I- SLA6 (KAFTSRS CUT AWAY TO EXPOSE J015TE) GRADE . e A s. FIXEEO LADDER .S. s .. . e - . . . (SQ6 NOTE lO1 SHr6T Z) rL *ACC 1.I>J IS IdE D FLOOR 1 'y∎ iF• INSTALLED -(_� I I do 'MOTE, SEE 5HEET4 ] I' ] I 1 7 ll 7 �� ] I 1 1 ] I 5 12 Fo E. STRUCTURAL 11 SiZE5,DETAILS, L II .I . DIMENSIONS, It �•' �/_ see ANb NOTE RIVE- b I I lil\ 8-II4/ SHeiT¢ •Q - GRENCES. ill Ill 1,h blQTGM TA6LE IA 1■ - 1 ` cTUDS b ` l'I I 1 1 AT TIC \"J /B"�1-O II II /E111,�.���/MIN II' II J , I'1 it le � -" =11111 11 I 1 1 --L II I' 5-2.15 sASI OOOR 3Gr44 DDOR GAU TION:to_32"76' y� CQ I32"78( HERE 12EOLJI R.ES 3g- I I SIDE AIR aT L1 ( SNOW:TO LBFT. I I l 4 ill i _3a• 1 34�1 Ir l ....L-- e' 9% �_5-9 4-- I--3-2-- _1=,° 9-1- o%O" i IF l r .. I I 11 \ l TI "� NQYR REAR GI PROEM.Pos Ir _1J ff H -__ \~ __- 11 ?_t_ __- _-- - 4- i - - - -__ - -- --J.L--1' r� L= UMDER,REAR' APRON FDTnI.1'� __ �GIROERPOST I x4 - .. Z••6 F2AFT ER. SE6 NOTE B, : 1E FASCIA SNE GT 2 �r- �2•"4(y OTCN.ouT PT Tl E) JO15T w2„y %Z P.W ` 1-1- RA E• Er. (a..G) Z/ Y2 P.W.SHEATH4 I r '\ /' % P.W.SPACECZ (AT TIE 4. ,RAFTER ONLY) ' _ 2><6 TIE \ - _.�. Z F- t - - \- - \ SH IN 41-ES I I T1.�i(ZK6) 1 \ 1 t� Jots-i- (2x8) 1><c \\ /� -'1 I I%Zx2" __ \\ , FASCIA I11 III\1I\\ ELI TOWNSEND&SON,INC. FA sc 1 A , I x 8 a _ P.O.BOX 351 \r'1 l -- -r ��� ' SCI ` r - - CLINTON,CT06413 1 1 x 10 CE DArK / / �� I x10 1 x 10 CEDAR DESIGN x12 II %i'PW, cco (SHI1P-LAp) STRUCTURAL NO. l,., CHbA1Z :// (SL.IIP-LAP) I1/2Az• DETAILS ^9 (Su1P-LAP) l / 1". r-p' \(1/2 2 .4 SCALE:/grA.,;Ihyrr.11 SHEET 5 of 7 These plans for the "Carriage Shed", a flexible early American design,provide details to vary the building depth from 20'to 24', at 16"in- crements, and to vary the front arrangement as desired. We have shown five possible side and four possible front arrangements, any combi- nation of which can be used;thus, twenty arrangements are suggested,and an infinite number of arrangements other than those shown is pos- sible. The framing details for doors, windows, and basic structure can be utilized to construct any variation you may wish to employ;for example, the side of the building opposite to that shown on Sheet 3 need not have the door and/or window arrangement shown;a shop at side could be enlarged or made narrower than shown;the building could have 8 car bays;or 4 car bays with a shop and/or passage at side;etc. The scale of the drawings is sufficient for clarity, ranging up to 1"per foot for details. The 1/8"per foot scale drawings are for pictorial presenta- 1 tion, or for guidance in framing arrangement and the establishment of materials required.Importantly, the size of the drawing sheets accom- modates easy reproduction by duplicating methods available almost universally today, to make up the plan sets required for construction pur- poses;a method of reproduction should be chosen which minimally distorts the drawings. The copyright of the design is for our protection from malicious infringement;the purchaser of our designs may feel free to make copies for his own use in his construction efforts. 1. Local codes, applicable regulations,and requirements peculiar to the area of construction should be reviewed and complied with in con- struction. 2. The foundation walls are shown as 8"thick poured concrete; alternatively, 7-5/8"concrete blocks can be utilized. 3. The basic foundation and framing arrangement is shown on Sheet 4 as a 20' x 20' building;the method of increasing the depth is also shown. Constant reference to this drawing is required for all arrangements. For a building with a front dimension far greater than any shown on the drawings, internal lateral "X"bracing must be installed(perhaps in a partition wall)to the rear of the rear girder,perpen- dicular to the rear wall, located such that no part of the building has more than approximately 30'between end walls or such lateral sup- port(s)and an end wall. 4. The span between supports for the second floor joists(15'-0%"minus 7", or 14'-S%)is constant for all arrangements. Girder sup- ports(comprised of two 2 x 12's)are in turn supported by exterior wall studs, steel posts(or say 5 x 5 adzed wood posts), or 4 x 4 posts in partition walls, the posts no greater than 10'apart, edge to edge, the posts requiring masonry supports with footings, the loca- tion of which should be established before foundation work commences. Any joints in the 2 x 12 girder members must be staggered, and the joints placed over supports. 5. The second floor joists(2 x 8)must extend, or be extended, to the front and rear rafters(except as noted in 12, below). On the drawings the joists are shown as 16'long, with a front overhang of 11%", located in the plane of the rafters except at sides, with 2 x 6(for nailing efficiency)tie members lapped to and extending from each joist end to the rafters. Where pocketbook permits, the joists can be one piece from front to rear rafters(length required is the same as building depth), obviating the ties, with the joists placed on either side of the rafters. 6. The drawings show 1/2"plywood sheathing on the building exterior. The sheathing on the front wall is specially applied, as shown on Sheets 4 and 7, to insure lateral stiffness for that wall which has large openings. 7. Exterior wall covering is shown as 1 x 10 ship-lap cedar boards. If combined sheathing-and-exterior-surface material is used, such as Texture One Eleven plywood, or equal, see Detail "A"on Sheet 4;liners must be placed behind the fascia members below the lap line, and the second floor window jambs may require width adjustment. Use white pine for window and door trim,and fascia members,all of which are shown on Sheets 5 and 6. 8. Roof covering can be asphalt,plastic, or wood shingles.If wood shingles are used, 1 x 4 boards spaced at the shingle exposure,fastened with galvanized nails, can be used in lieu of the 1/2"plywood roof sheathing shown on the drawings. 9. Three types of vehicle doors are shown on Sheet 7. (Note for cold climates: the sliding (by-passing) type is difficult to make weathertight.) The ellipse over the door opening is described by drawing the point of a pencil(as at point "C")along an 8'-6"length of wire or cord affixed to points "A"and `B"shown on the drawing. 10. A disappearing stair unit,or a fixed ladder(see Sheet 5), the choice and location determined by the limits of arrangement,can be used for access to the second floor.Possible locations of each type are shown.Safety rails must be installed at the ladder opening,and hand rail(s) at the side(s)of the ladder.Alternatively, outside stairs with 8"step rise and 9"tread,at the building side, with a door at the second floor level, can be installed. Cropped joists must be headered to adjacent joists. 11. The cupola can be built on the ground in two parts, the separation being at the lower end of the upper trunk. The base of the cupola, in- cluding the upper 2 x 3, can be fastened to the roof ridge, and then the lower edges of the pine side members of the upper trunk can be lowered around the 2 x 3 and screwed fast.If the framing around the louvers is thicker than the pine side members, the periphery of the back of the framing should be reduced in thickness to provide a flush exterior surface of louver and trunk boards. 12. Skylights on the rear roof are suggested(with no consideration whatever for a shed dormer). Suggested size is 30" x 46"(makers'dimen- sions vary).Locate to suit;the lower unit shown assumes the space to the rear of the rear girder is open from slab to roof, with the ties ex- posed, and no tie under the center of the skylight. On a 20' depth building avoid placing the units in the center to avoid the cupola. Typical roof and tie framing is shown on Sheet 6;flashing must be installed around the periphery under the shingles. 13. Depending upon the location of the building, and/or the use of space(s)within it,fire resistive inside wall and ceiling gypsum wallboard covering may be required in at least the garage space(check local fire regulations);if installed, 11/2"thick solid blocking fire stops must exist or be fitted in wall and roof closed framing spaces at floor and ceiling levels. 14. Wood structural material assumed in the design is No. 2 grade, or better, of Douglas Fir-Larch (North), or No. 2 Southern Pine, or wood of comparable strength and weight characteristics. Reference:National Forest Products Association, 1619 Massachusetts Avenue,N.W., Washington, ELI TOWNSEND&SON,INC. D.C. .O.BOX 351 .C. 20036. CLINTON,CT 06413 15. A name board, 1"by 7"by suitable length, hung over the door(s), adds a nice finishing touch to the DESIGN "Carriage Shed". NOTES NO SCALE; N.A ' I SHEET Z OF 7 , , ( • , . jc f ' ( ,.....' /,..,/ Cl/, _.1f 4 0 (..s.. -LA. /.5--• ,s,...., A c„, - / ..., . ,...,.. _ ---ed- - , , , - 2 t., ..?: ( i '. •.; 1.4.') i\, ..'■-, ._...0•01114*., -,1•I , t-- ,`,,,,), ,,,1',..-,• A I"( ,..... ... 1 -- --1-.---- ------------ 1„ 2, ,,f,- -_- __ .-_- , 44. I-- i 1 ' \___ - :------___ _ LIII __ \,_ z..."--'1' ,/, ---- ■ 0.,, - \. _ --------■--_____---=-_____ ■ Ill , 1 i 1 1 I -_______:________ + ."...n."'''.......''".""'.'""........... ' ITTFTT- , ■ ,, 1 I i 11-1-Fr-Fr , 7 — 1 11 r ---- E r ' . ;-\: ,0„4:7111:1 , lc , / ,..„ , , , { ; ; , , H ; , F_Errj-T 1 , ,N.• __II 4 _2.. _ , , , , 1 _____, ------- _ 1 1,....____1 _-- , — .„---- „. ...--_---------------- ' 1 ■ --2- _ ------ _--- , f - T1-1E. CARFZIAE SNED CON STRUCT- O4 PETAL LS ,‘‘• , , .•, ‘-,` --- - .s... N --,--) f,u*; - -, ■•.` A .,/ - • ,,, '--'.--, f:-,... 21r ' G :•-7-. c-, , - V co No. £37.- ELI TOWNSEND&SON,INC. . P.O.BOX 351 *".., <V,'- ---s‘,-..". $. CLINTON,CT 06413 4, PEPS DESIGN PECTIVE NO iiii 1 I I ilt‘‘‘‘\\ ‘\ VIEW 179 © ELI TOWNSEND & SON i9780 . SCALE: N.A, I SHEET I oF 7 /96,00 -r si3Q- 0 ?al 4e-rt 3 \,[ode_ fir 10 270. ° ° (Sk6 Mit 66-1.1„47,4_40 /0i. clitizitie6yZ/ enol 00. b O b O AD d b t-+ a a y ,-0 M O cm 70 0 o �! b Z d O 0 y rri o .r C tri G M ,o et, Zoning Miscellaneous Additions,Repairs,Alterations,etc. Tel.No. Alterations mot"""'". NORTHAMPTON, MASS. 19 Additions z 4` '¢`P`'1e APPLICATION FOR PERMIT TO ALTER Repair Garage 1. Location -f-4 vt , C /)r a Lot No. 2. Owner's name C-rLtu-a„ r 4)/6( 1...'_,-,-/L,...-/,L,.;, Address 1)ce A/i -:' -- -�f , sf` t.c-�i ' . ` Address l t�..� f _,41/e4.4, �1)2jt-2 3. Builder's name - i , t�1 .,,,. -,V__� dr_e y t /� � , Mass.Constructio u rvisor's License No. C:' 3 (.- 3i 3 C.! expiration Date -/. ,V 4 _2 4. Addition 5. Alteration 6. New Porch 7. Is existing building to be demolished? /"Xt 8. Repair after the fire fit-C. i�`�.,� i 9. Garage 'X ; X ')- - >t--- c -3' '- L No.of cars rV5 1 Size ;/ l >t 2 ) 10. Method of heating /.)/e---1,1 A 11. Distance to lot lines skee-u A I 12. Type of roof i`-L..t, L 13. Siding house f.: -i-4- /I 14. Estimated cost: T 1 4 V V The undersigned certifies that the above statements are true to the best of his, her knowledge and belief. `..r (., c t4s,c,4—e_'tc .1rf �1 ( .1.' 7r-C'7 ki4_,\ J Signature of resp sible applicant Remarks . 4 PHIN, t le,/ Date Filed , • I, /7 7/ '``X' File No - ---- 1 ZONING PERMIT APPLICATION (§10 .2 ) / a r t �1 . Name of A pp licant: . 4_, sz-_z. .' 7 t v., ;. _ _ Address : 4,,,t„4 /: i. ��= zf, _,- r +.Ct.. , (' Telephone; ' V74;'_27: ----74'-w7 •• . 2 . Owner of Property: „.0(_,,,,, ,- -.0r. , --- ________________ Address : <7-*4-.-.� Telephone: ,5er-. _�.__... 3 , , Status of Applicant: X Owner Contract Purchaser ' Lessee Other. (explain: � ) 4 . Parcel Identification : Zoning Map Sheet#/� - Pa 4- , Zoning District (s) (incud overlays) j '�' Street Address /7)'r / eg !��, Lj/ — Recruired 5 , Existing Proposed by2onina Use of Structure/Property 4 Cyti, > /(A ? _ . . (if project is only interior work, skip to #6) Building height ,°(2 '.t"`- ' %Bldg . Coverage (Footprint) 00 '� Setbacks - front i C `; __________ - side , / V. a-' --- - rear Lot size .2ak:+�d Frontage ).`)..C: / _ --____ Floor. Area Ratio . %Open Space (Lot area minus - - -- bui.l.ding and parking) Parking Spaces ________. Loading - ---�.____-__. Signs .__, - . • Fill (volume & location) 6 . Narrative Description. of Proposed Work/Project: (Use additional sheets if necessary) __.I - 7 . . Attached Plans : , q Sketch Plan /<..4 Site Plan • 8 . Certification: .I hereby certify that the information contained herein °• is true and accurate to the best of my knowledge. Date ,� /4, t' fi/ Applicant ' s Signature: 6: p / nU"-/ THIS SECTION FOR OFFICIAL USE ONLY: #` Approved as presented/based on information presented Denied as presented Reason for Denial : • 9 --/g-?/ Signature of Building Inspector Date NOTE: issuance of a zoning permit does not relieve on applicant's burden to comply with all zoning requirements and obtain ail ecqui“..(1 pa•hrits from the Board of Health, Conservation Commission, Dopartment of Public Works and other applicable permit granting authoriities. `"),±/‘ 5 aa\ . n 0 "s z O r•. Si A: `n .O = 0"3 d"�•*r m n••] o o c o 0 0 ty r� x «revs �, e•. �" .1:1 O•i .. R o. y: ep ^' t.4' ....C °;. 'O C% O �1 E e. �,V► r) CA a•r O ,•'- n r. O et) Q,• '3 4 01 4 ;;• 'r rl\ b C7 /� O 2, n "•h O " O G N rl:,i' �• rD \ 1 rj tD "T fy •O.h = el) "5 O N <,,Ivy q=:.�%.' o 3 .7• Z `� �? 3 ymrEp' n O C O � `"" O• Ci7 to • y a et rD O c ? � o C . tillIZ `. z - r. r. © _ O ., Vi N O —4 �1 2 n n '•j' w. r•. "� = N 1"3 `"3 cam ' Y � � , A, = x 0••4 CZ 0 n p O = CA A c r CM) r' a c- "0 e ,. ... n p' • "" O O "•. O = .-.. r 1-* _ O O co O `7 CfQ ,.--. O . O = O '• O 'C7 r CD + m n - O A ... 0; n, a till) 0 _ r21 a Q. .o n 0 w = Ll 1111111 Mot � � =? yam_ t O O' :'' o' O �- ON 0 R � : ~ r11 s X P.1 f WI Pt ZIMI CIIII) Cil O .- O O• v' C O A rt ›. $11, • o � X cp • , 7Q O i co rD J (IQ N Fs* eT et) ommi b d ,, °It r# r vs to to 5 5 5 5 ICI 5 ...1 4 O © 0 MI 0.4 = x o. c :a is •0 'a 'o "a c.• G ;e. cA Cl ; o o ... o 74 o 2. m CA s r. = 5@° c �• " oo O o •• • O a V I w N ►-L 7: ,_, a v 0 \ c ,.0,z, 0 o eD O a A; 0. Fay c C O a. CM Cr 6t cL - /)